HomeMy WebLinkAbout20251041.tiffUse by Special Review (USR) Application
Planning Department Use: Date Received:
Amount $ Case # Assigned:
Application Received By: Planner Assigned:
Property Information
Is the property currently in violation? ® No / ❑ Yes Violation Case Number:
Parcel Number: 105729100002
Site Address: 19521 WCR 29, Platteville, CO 80651
Legal Description: NE4 AND PT S2 E OF IND DITCH 29 4 66
Section: 29 , Township 4 N, Range 66 W Zoning District: AG Acreage: 276.7
Within subdivision or townsite? ❑x No / ❑ Yes Name:
Water (well permit # or water district tap #): Bottled Water
Sewer (On -site wastewater treatment system permit # or sewer account #):
Floodplain El No / ❑ Yes
Geological Hazard x❑ No / ❑ Yes Airport Overlay x❑ No / ❑ Yes
Project
USR Use being applied for: Construction Materials Mine
Name of proposed business: Hunt Dirt Mine #2
Property Owner(s) (Attach additional sheets if necessary.)
Name: David Hunt and Kayleen Hunt
Company:
Phone #: (970) 534-0917 Email: david@huntfeedyard.com
Street Address: 14460 WCR 40
City/State/Zip Code: Platteville, CO 80651
APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent)
Name: Kyle Regan
Company: Civil Resources, LLC
Phone #: (303) 833-1416 ext. 210 Email: KyleR@civilresources.com
Street Address: 8308 Colorado Blvd, Suite 200
City/State/Zip Code: Firestone, CO 80504
I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with
or contained within the application are true and correct to the best of my (our) knowledge. All fee owners of the property
must sign this application, or if an Authorized Agent signs, an Authorization Form signed by all fee owners must be
included with the application. If the fee owner is a corporation, evidence must be included indicating the signatory has
the legaith}prityltq, ign for the corporation.
Kyle S. Regan
g atur
10/3/2024
Date Signature Date
Print Print
My comiTiission expires
I. Isn1r;} David and Kayleen Hunt
(Owner — please print)
Authorization Form
Kyle Regan
Dapartnrents of Planning
Bt1^kfng. Development Review/
and Environmental Health
1402 N 17' Avenue
P.O. Box 75B
Greeley. CO 80632
(Authorized Atio fiApj iicant—please print)
to apply to any Planning, Building, Access, Grading or OWTS ,eirnits or _:ur behalf. ;or the property
located at (address or parcel number) 'oelovi[
105729100002
Legal Description: PT NE4 AND PT S2 E ;;::arc Ion 29 -- I r:vnsii t 4 range 66 '01
Subdivision Name.
Property Owners Information:
Address:
14460 WCR 40, Plattevitle. CO 80651
Phone 970-537-0917
H-r1lr�il David@huntfeedyard.com
Authorized Agent/Applicant Contact Information:
r:ss 8308 Colorado Blvd Suite 200. Firestone. CO 80504
Lot Block
Phony. 303-833-1416x210 E h:iaii KyleR@civilresources.com
Correspondence to be sent to: Owner
Additional Info:
Authorized Agent/Applicant x by: Nlall Email x
(We) hereby certify, under penalty of perjury and after carefully reading the entire contents of this
document, that the information stated above is true and correct to the best of my (our) knowledge.
r�-
Gig-
Owner Sionature
<-( 1/%..�
Subscribed and sLvorn to before me this
IRI>,,V1i- .
r
iLo �0Ds
JULIET AFDAFIL
NOTARY PUBLIC
STATE OF COLORADO
NO i ARY 1D# 20244001a99
MY COMMISSION EXPIRES 01/16/2028
�/ _ Date f i 7, J'
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by
CIVIL RESSIPURCES, LLC
ENGINEERS & PLANNERS
MEMORANDUM
TO: Department of Planning, Weld County
File Hunt Dirt Mine#2
FROM: Civil Resources, LLC
DATE: October 2, 2024
RE: Use By Special Review Questionnaire
Answer the following questions per Section 23-2-260. A, B, C & E of the Weld County Code. Please type on a
separate sheet. If a question does not pertain to your proposal, please respond with an explanation — do not
leave questions blank.
USE BY SPECIAL REVIEW PLANNING QUESTIONNAIRE
1.Explain the proposed use and business name. The site is known as the Hunt Dirt Mine #2 ("The Site") and will be operated
by David and Kayleen Hunt. The proposed use of the site is a topsoil and overburden mine to be reclaimed as farmland.
2. Explain the need for the proposed use. The mined material will be utilized in various reclamation and construction
projects.
3. Describe the current and previous use of the land. The property is historically agricultural pivot irrigated crops.
4. Describe the proximity of the proposed use to residences. There are 15 residences within 500' of the DBMS permit
boundary.
5. Describe the surrounding land uses of the site and how the proposed use is compatible with them. The surrounding land
uses are sand and gravel mining, oil and gas exploration and agricultural. After mining is complete the reclaimed land
will allow for continued farming.
6. Describe hours of operation. Monday through Saturday, fi A.M to 6 P.M. with occasional after-hours maintenance of
equipment.
7. Describe the number of employees including full-time, part-time, and contractors. If shift work is proposed, detail the number
of employees, scheduled and duration of shifts. A crew of 1 to 2 members will perform mining, stockpiling and loading
trucks. Shift work is not proposed.
8. Describe the maximum number of users, patrons, members, buyers or other visitors that the site will accommodate at any
one time. In addition to the 2 employees working at the site, the primary source of additional visits will be truck drivers
receiving loads for delivery off -site. The mine operation is estimated to generate up to 400 trips per day or 200 outbound
loaded trucks.
9. List the types and maximum number of animals to be on the site at any one time. Not applicable.
323 FIFTH STREET • FREDERICK, COLORADO 8❑53❑ • PHONE: 3O3.833.1416 • FAX: 3❑3.833.285❑
Hunt Dirt Mine #2
October 2, 2024
CIVIL RES7OURC"ES
10. List the types and number of operating and processing equipment. Off -road, "yellow -iron" vehicles at the site include 1
excavator and 1 loader.
11. List the types, number and uses of the existing and proposed structures. Proposed permanent improvements include a
site entrance road. No other improvements or structures are anticipated.
12. Describe the size of any stockpile, storage or waste areas. Product stockpiles will be located in the stockpile area and
will be approximately 4 to 10 acres in size.
13. Describe the method and time schedule of removal or disposal of debris, junk and other wastes associate with the proposed
use. No waste is anticipated in operation of the site.
14. Include a timetable showing the periods of time required for the construction of the operation.
North Cell — mined in year one into year two and reclaimed concurrent with mining
South Cell.
South Cell — mined in year two through fourteen and reclaimed concurrently.
15. Describe the proposed and existing lot surface type and the square footage of each type. The existing lot is agricultural
fields which the Site will be reclaimed to after mining.
16. How many parking spaces are proposed? How many handicap -accessible parking spaces are proposed? No set parking
spaces are proposed. Employees will park in the mine area.
17. Describe the existing and proposed fencing and screening for the site including all parking and outdoor storage areas.
There is currently no fencing or screening and none is proposed.
18. Describe the existing and proposed landscaping for the site. The remaining above grade portions will be reclaimed to
dryland and agricultural with no additional landscaping.
19. Describe reclamation procedures to be employed as stages of the operation are phased out or upon cessation of the Use
by Special Review activity. The mined area will be reclaimed to 4 -feet below existing grade and tie into existing grade
on the perimeter of the mine. The mine will include a 20 -foot buffer around the perimeter of the excavation.
The North Cell will be excavated at a 3 to 1 horizontal to vertical slope and will be backfilled back to native grade with
overburden or sand from the South Pit.
The South Cell will be excavated down at a 3 tot horizontal to vertical slope on the southwest side, along with feathering
grades back into existing on the east by Weld County Road 29.
All excavation will be amended and planted with crops or dryland native grasses. Historic drainage patterns will be
maintained.
20. Describe the proposed fire protection measures. Equipment will be provided with fire extinguishers.
21. Explain how this proposal is consistent with the weld County Comprehensive Plan per Chapter 22 of the weld County
Code. The site is consistent with Section 22-3-60.B by supporting responsible mineral development.
22. Explain how this proposal is consistent with the intent of the zone district in which it is located. Uses allowed by special
review in Agricultural Zoned Districts outside of subdivisions and historic townsites as specified in Section 23-3-40.R
"Open Mining and processing of minerals, subject to the additional requirements of Article IV, Division 4 of this
Hunt Dirt Mine #2
October 2, 2024
CIVIL RE Sr7OLIRC"ES
chapter."
23. Explain how this proposal will be compatible with future development of the surrounding area or adopted master plans of
affected municipalities. Per Title 34 C.R.S. § 34-1-305(1) "After July 1, 1973, no board of county commissioners,
governing body of any city and county, city, or town, or other governmental authority which has control over zoning
shall, by zoning, rezoning, granting a variance, or other official action or inaction, permit the use of any area known to
contain a commercial mineral deposit in a manner which would interfere with the present or future extraction of such
deposit by an extractor."
24. Explain how this proposal impacts the protection of the health, safety and welfare of inhabitants of the neighborhood and
the County. CDPHE air and water divisions closely regulate on and off -site impacts from dust, odor, runoff, etc. The
site is generally surrounded by other aggregate operations or agriculture, and distance to other residences is generally
expected to attenuate any on -site noise or visual impact. The proposed operation will at all times comply with relevant
statutes and ordinances concerning these nuisance factors.
25. Describe any irrigation features. If the proposed use is to be located in the A (Agricultural) Zone District, explain your efforts
to conserve prime agricultural land in the locational decision for the proposed use. The site has 2 irrigation pivots that will
be retained and utilized after cessation of mining. The reclaimed land use is for reestablishment of topsoil and putting
the Site back into agricultural production post mining.
Each phase will continue to be farmed while mining is occurring in other phases.
26. Explain how this proposal complies with Article V and Article XI of Chapter 23 if the proposal is located within any Overlay
Zoning District. Not Applicable
27. Detail known State or Federal permits required for your proposed use(s) and the status of each permit. Provide a copy of
any application or permit.
• DRMS Permit M-2024-050 - applied
• CDPS Permit — not yet applied
• Air Emissions Permit — not yet applied
CIVIL R E S .� U R C_: E S, L LC=:
ENGINEERS . PLANNERs
Addendum
November 15th, 2024
Ms. Diana Aungst
Weld County Planning Services
1555 N 17th Avenue,
Greeley, CO 80631
RE: Hunt Dirt aline #2, Use by Special Review Application (PRE24-0160);
Conditions -of -Approval
Dear Ms. Aungst,
This letter is in response to the Completeness Review dated November 8th, 2024, for the Hunt Dirt Mine #2
(PRE24-0160). The text for the Completeness Revies has been included below and Civil Resources'
responses have been included in bold.
PLANNING COMMENTS:
The Department of Planning Services has reviewed the Completeness Review Application and
has the following comments. Submit all the application components as separate documents, in PDF format,
in the order outlined in the checklist below.
1. Provide a signed and dated buffer report.
Attached.
2. There are 11 questions on the mining questionnaire. Eight are listed on the submittal and 7 have
responses. Submit a complete mining questionnaire with all questions answered.
See updated mining questionnaire.
3. Will the County roads be used as a haul route? Provide a graphic showing the haul route.
VCR -40 will be used as a haul route to Highway 85 and to Highway 60. See attached haul
route map. The applicant has applied for access permits from CDOT forWCR-40 and
Highway 60 and WCR-40 and Highway 85. Both intersections will require improvements
which are currently in review with COOT. See attached CDOT applications.
4. Besides trucks, what other vehicles will access the property and how many.
The site also be accessed by 1 employee passenger vehicle daily, occasional visitor
passenger vehicles, and a water truck as needed.
5. Provide a lighting plan.
A lighting plan was not provided as no artificial lighting will be utilized outside of
vehicle/equipment headlights.
6. Provide a landscape/screening plan.
8308 COLORADO BLVD • SUITE 200 • FIRESTONE, COLORADO 8O5O4 • PHONE: 303.833.1416 • FAX: 3O3.833.385O
Page 2
Ms. Dianna Aungst
November 15, 2024
No landscaping or screening is planned.
7. Provide a communication plan.
See attached.
8. Provide a reclamation plan.
See attached maps.
9. Provide the signed NOI forms.
The proposed mine property is located within the Gilcrest CPA area. A NO1 was sent out to
the Town of Gilcrest by CR and we have not received a response as of yet. CR will forward
the signed form once received.
10. Provide the ditch contact and if there are any contacts form pipelines or overhead lines.
Farmers Independent Ditch
Rick Hoffman
Ditch Superintendent
970-539-0559
PDC Energy
Brian DeRose
Surface Land Supervisor
Brian.DeRose@pdce.com
0: 970.313.5530
Cureton Midstream
Corey Ward
0: (720) 390-4509
C: (720) 227-1946
corey.ward@curetonmidstream.com
Xcel Energy
Amber Dedus
Manager, Siting & Land Rights
1800 Larimer Street, Suite 400, Denver, CO 80202
P: 303-571-7478 C: 720-626-8757
E: Amber.S.Dedus@xcelenergy.com
11. Submit the Certificate of Conveyances.
See attached.
12. Is the mining request for 270 acres — the fee is based on # of acres. Just verifying.
Page 3
Ms. Dianna Aungst
November 15, 2024
The DBMS permit is for 277 acres and includes parcel 105729000021, which is not included
in this USR application. The USR boundary is for 276.7 acres.
13. In addition to the standard USR map requirements, the draft map set shall incorporate the
requirements per Section 23-4-270 of the Weld County Code. (attached)
See attached updated maps.
14. Provide a Summary Fact Sheet of the proposed mine, providing an overview of the proposed
mining, processing and storing activities, phases, annual amount of excavated material, typical pit
depth, acreage, etc.
See attached Summary Fact Sheet memo.
15. Provide the documentation showing the applicant's legal rights to enter and to mine on the land
affected by the permit.
The applicant owns the parcel. The deed for the property has been provided.
16. Provide the DRMS permit Decision Letter including Financial and Performance Warranty
obligations.
See attached.
17. Provide a copy of the Mining Permit application as submitted to the DRMS including any responses
to DRMS Adequacy Reviews.
See attached.
18. Provide Crossing Agreements, Easement Agreements, Setback Agreements and Structure
Agreements, as amended between the applicant and any surface and subsurface interests whose
property is located on or adjacent to the subject parcels to be mined.
See attached CCWCD easement document.
19. Provide the Water Demand and Replacement Analysis detailing the amount of water required for
each phase of the operation and how that water will be distributed between components of the
operation, source of water (including agreements, well permits) and method to protect groundwater
and wells, if applicable. Detail plans for obtaining water supplies to replace water consumed by
mining or processing of the material, including dust control, consumed for domestic purposes by
employees, and consumed by evaporative losses from exposed groundwater. Refer to Section 23-
4-260.6.14 of the Weld County Code for additional detail.
No water demand and replacement analysis was performed. Dust control will come from a
water truck filled offsite at the Applicant's stockyard which has well permits: 0666, 0665,
and 0664. Groundwater will not be exposed at the Site. No processing will occur at the Site.
Employees will drink bottled water.
20. Provide a Plan, Profile and Elevation drawing for each structure, demonstrating that the structure is
located outside of County right-of-way.
Page 4
Ms. Dianna Aungst
November 15, 2024
No structures are planned. Mine limit is a minimum of 20' from the edge of ROW with a
maximum mine depth of 4'.
PUBLIC HEALTH COMMENTS:
1. Provide an APEN application for on -site dust.
See attached.
2. Address the noise from the entire mining operation.
See attached noise report letter.
3. Detail how on -site dust will be contained.
A water truck stored offsite will be utilized to spray the roads and active mining area during
high winds.
Please feel free to contact me with any questions or concerns.
CIVIL RESOURCES, LLC
Kyle Regan
Geologist
JAQuikrete - 2821Monarch DENMMeld CountylCorrespondence\Completeness Review\Completeness Review Response Letter.doc
Hunt Dirt Mine #2
October 2, 2024
USE BY SPECIAL REVIEW PUBLIC WORKS QUESTIONNAIRE
CIVIL RE Sr7OLIRC"ES
1. Describe the access location and applicable use types of all existing and proposed accesses to the parcel. Include the
approximate distance each access is (or will be if proposed) from an intersecting county road. State that no existing access is
present or that no new access is proposed, if applicable. There are no access permits listed on the Weld County Portal.
MMMA is currently applying for an access permit with CDOT for the site at the intersection of Weld County Road 44
and Highway 60. This access point is currently used as an oil and gas lease and farming access road.
2. Describe and changes to an existing access, if applicable. Tracking devices will be added to the existing access.
3. Describe in detail any existing or proposed access gate including its locations. Access gates will be installed on the
access point at Weld County Road 44 and Highway 60 and will be located 35' from the edge of the roadway. The gate
location is depicted on the USR map.
4. Describe the location of all existing accesses on adjacent parcels and on parcels located on the opposite side of the road.
Include approximate distance each access is from an intersecting county road.
➢ AP14-00146 Kreps Weideman (WCR 40) — 886 feet east of intersection of WCR 40 and SH-60
➢ AP14-00146 Kreps Weideman (WCR 40) -1160 feet east of intersection of WCR 40 and SH-60
➢ AP17-00416 AKA Energy Group (WCR 40) —1823 east of intersection of WCR 40 and SH-60
➢ TAP22-0019 Hunt Water, LLC c/o J-2 Contracting (WCR 40) -1543 east of intersection of WCR 40 and SH-60
➢ AP13-00275 AKA Energy Group (WCR 40) — 2122 east of intersection of WCR 40 and SH-60
➢ AP17-00416 AKA Energy Group (WCR 40) — 2472 east of intersection of WCR 40 and SH-60
➢ AP17-00416 AKA Energy Group (WCR 40) — 2628 east of intersection of WCR 40 and SH-60
➢ TAP22-0019 Hunt Water, LLC c/o J-2 Contracting (WCR 40) - 2631 east of intersection of WCR 40 and SH-60
➢ AP13-00167 Noble (WCR 40) - 2696 west of intersection of WCR 40 and SH-85
➢ AP13-00167 Noble (WCR 40) - 2440 west of intersection of WCR 40 and SH-85
➢ TAP22-0021 Hunt Water, LLC c/o J-2 Contracting (WCR 40) -1518 west of intersection of WCR 40 and SH-85
AP12-00334 A&W (WCR 40) — 691 west of intersection of WCR 40 and SH-85
➢ AP12-00334 A&W (WCR 40) - 527 west of intersection of WCR 40 and SH-85
➢ AP12-00334 A&W (WCR 29) - 682 south of intersection of WCR 40 and WCR-29
➢ AP15-00080 PDC Energy (WCR 29) — 909 south of intersection of WCR 42 and WCR-29
5. Describe any difficulties seeing oncoming traffic from an existing access and any anticipated difficulties seeing oncoming
traffic from a proposed access. The site has good line of sight from the proposed access point. See the attached Traffic
Impact Study for more details.
6. Describe any horizontal curve in the vicinity of an existing or proposed access. WCR-40 is straight at the proposed access
point.
7. Describe the topography of the road in the vicinity of an existing or proposed access. The proposed access is located at
the high point along WCR-40 with approximately 1% slopes down to the east and west.
Hunt Dirt Mine #2
October 2, 2024
USE BY SPECIAL REVIEW ENVIRONMENTAL HEALTH QUESTIONNAIRE
CIVIL RE Sr7OLIRC"ES
1. Discuss the existing and proposed potable water source. If utilizing a drinking water well, include either the well permit or
well permit application that was submitted to the State Division of Water Resources. If utilizing a public water tap, include a
letter from the Water District, a tap or meter number, or a copy of the water bill. The Operator will utilize bottled drinking
water and portable toilets instead of a sewage disposal system.
2. Discuss the existing and proposed sewage disposal system. The Operator will utilize portable toilets instead of a sewage
system.
3. If storage or warehousing is proposed, what type of items will be stored? Equipment such as a loader or excavator will
be stored onsite. Top soil and overburden stockpiles of less than 10 acres will be located in the mine area. No other
storage or warehousing is proposed.
4. Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. The site
will have an SPCC at all times. No hazardous chemicals are necessary or used in the proposed operation.
5. If there will be fuel storage on site, indicate the gallons and the secondary containment. State the number of tanks and gallons
per tank. No fuel storage is planned for the site.
6. If there will be washing of vehicles or equipment on site, indicate how the wash water will be contained. Trucks and
equipment will be washed in the open mine area and will managed in accordance with the site's Stormwater
Management Plan.
7. If there will be floor drains, indicate how the fluids will be contained. There will be no floor drains at the site.
8. Indicate if there will be any air emissions. Air emissions will consist of dust and particulate matter associated with
mining operations. The site will apply for an air emissions permit with the Colorado Department of Public Health and
Environment prior to mining operations.
9. Provide a design and operations plan if applicable. Not Applicable
10. Provide a nuisance management plan if applicable. Not Applicable
Hunt Dirt Mine #2
October 2, 2024
USE BY SPECIAL REVIEW MINING QUESTIONNAIRE
CIVIL RE Sr7OLIRC"ES
1. Describe any active mining permits that the applicant holds within Weld County. The applicant holds 2 mine permits with
the DBMS.
M-2018-027 is an aggregate mine located northwest of the intersection of Highway 60 and Highway 85. Mining under
this permit is being performed inside a slurry wall lined cell and will be reclaimed as lined water storage. The permit
includes a processing plant and is operated by J-2 Construction.
M-2021-030 is located on WCR-40 east of Highway 85. It is a topsoil and overburden mine that is similar in scope to
the proposed project. The mine is 2-3 feet deep and contains no processing onsite. The site will be reclaimed as
pivot irrigated agriculture.
2. Describe the types, numbers and purpose of structures that will be built on -site and any operation and processing equipment
and vehicles to be utilized, including overhead and below -surface conveyors and whether temporary or permanent. No onsite
processing or structures are proposed. The Applicant will utilize a loader or excavator to mine and fill trucks.
3. Describe the number of shifts and/or rotations to be worked and the average and maximum number of employees. A crew
of 1-2 members will perform mining and truck loading. There will be 1 daytime shift between 6 AM to 6 PM
4. Describe any groups of persons who may access the site on a typical, expected basis including visitors, deliveries, etc. In
addition to persons working at the site, as described in response to the question above, the primary source of
additional visits will be truck drivers receiving loads for delivery off -site. The aggregate operation is estimated to
generate up to 400 trips (i.e., 200 outbound loaded trucks), up to 6 days per week. Incidental trips — on the order of 2
to 4 trips per day — are expected from mechanics, inspectors and others with occasional business at the site. The
facility is not open to the general public.
5. Explain if the operation will involve a wet or dry pit and/ora slurry wall. The mine will be dry mined above the groundwater
table. No slurry walls are proposed.
6. Describe the size of the area (by acreage and depth) to be worked at any one time.
North Cell — to be stripped 4 -feet, stockpiled and sold. The cell will be mined at 3:1 horizontal to vertical side slopes
to approximately 4 -feet below existing grade.
South Cell — to be stripped 0 to 4 -feet, stockpiled and sold. Mining will start in the northeast and will progress to the
southwest ending closest to the access. The cell will be mined along the southwest at a 3:1 horizontal to vertical side
slope approximately 4 -feet below existing grade. The cell will be feathered to existing grade along the eastern side of
the site to allow for historical drainage patterns.
7. Describe the estimated timeframe that will be required for the various stages of the operation including site preparation, site
construction, pit and stockpile development, mining and reclamation.
North Cell— mined in year one into year two and reclaimed concurrent with mining South Cell.
South Cell — mined in year two through fourteen and reclaimed concurrently.
8. Describe the type of material and the depth and thickness of the mineral deposit to be mined and the thickness of growth
medium and or overburden to be removed and stockpiled.
Hunt Dirt Mine #2
October 2, 2024
CIVIL RES7OURC"ES
The material to be sold consists of topsoil and overburden mined to a maximum depth of 4 feet. 3 inches of topsoil
will be stockpiled for use in reclamation. The Applicant intends to reestablish topsoil utilizing cow manure from the
Applicant's feed lot and has had success with this at the M-2021-030 mine site.
9. Describe the proposed use of reclaimed lands and an explanation of the reclamation process, including if any water storage
is proposed post -reclamation.
Topsoil will be removed and segregated from other spoils. Topsoil not needed for reclamation may be sold or removed
from the site. For reclamation, topsoil will be replaced by a scraper and generally graded with a blade. Grading shall
be done in a manner that controls erosion and siltation of the affected land and protects areas outside the affected
land from damage. In addition, backfilling and grading shall be completed as soon as feasible after the mining process.
Final grading will create a final topography that is appropriate for ultimate land use. For example, grades on the site
will maintain historic drainage. Topsoil will be uniformly placed and spread on areas disturbed by the mining. The
minimum thickness shall be 3 inches above the surrounding excavated grade, consistent with existing topsoil depths
on -site. The topsoil shall be keyed to the underlying and surrounding material by the use of harrows, rollers or other
equipment suitable for the purpose. The owner is as active farmer in the area and has the ability to maintain and ensure
the reclaimed land will be suitable for the proposed use.
The Operator plans to plant crops for use in their feed lot operation. In the event crops are not used, areas where
perennial seed revegetation is part of the reclamation plan, the Operator will revegetate the land in such a manner so
as to establish a diverse, effective, and long-lasting vegetative cover that is capable of self -regeneration without
continued dependence on irrigation or fertilizer and is at least equal in extent of cover to the natural vegetation of the
surrounding area. Seed will be drilled and mulched. The Operator owns a sufficient amount of irrigation water to
establish an effective ground cover. In the event a dryland crop is utilized the Operator will more than likely continue
to irrigate the ground allowing for more production for use in feedlot operations. The Operator currently uses this
method on their other Weld County farms.
10. Explain and justify any request to operate beyond the standard Mining Operations Policies per Section 23-4-290.A and /or
B of the Weld County Code. Such waivers may be considered and approved by the Board of County Commissioners. Not
Applicable
11. List any County, Municipal or CDOT roads and bridges to be utilized along with site entrance/exit points. Site access will
be off of WCR-40. Traffic will utilize WCR-40 to travel west to Highway 60 or east to Highway 85.
LEGAL RIGHT TO ENTER:
The legal right to enter document provided was signed by the owner granting the miner the right to enter the
property. In the case of the Hunt Dirt Mine #2, the owners (David and Kayleen Hunt) are also the permittee and
the miners. This is why DRMS accepted the deed as the legal right to enter the property in Exhibit N of the DRMS
Permit application packet.
Communication Plan Hunt Dirt Mine #2
Purpose
This communication plan is prepared for the Hunt Dirt Mine #2 operation in Weld County. As
required by the Weld County Department of Planning, this Plan identifies the process for
contacting surrounding property owners to notify them of any operational events known or
unforeseen as part of the mining process.
Means of Notification
Civil Resources, LLC has a list of all the surrounding property owners' contact information that
they have obtained through the permitting process. This list will be maintained on an annual
basis with both phone numbers and mailing addresses. In the event that the property owners
need to contact the site, the site contact number will be listed at the site entrance sign.
Reasons for Notification
If operational events, decommissioning, etc. that the plant manager determines may affect the
surrounding neighbors are planned, either letters or calls will be made to the affected property
owners to provide information on the planned event and duration. If an unplanned event is
determined to affect the surrounding neighbors, or calls are received by the plant manager about
an event, calls will be made to the affected neighbors to provide information on the event when
site personnel are available to do so.
Page 1 of 1
CIVIL RESOURCES
STRONG DESIGN. ENDURING VALUE.
TECHNICAL MEMORANDUM
T0: Weld County Development Review
FROM: Civil Resources, LLC
DATE: October 3rd, 2024
RE: Drainage Narrative for the Hunt Dirt Mine #2 USR
This memorandum discusses the proposed drainage impacts for the Hunt Dirt Mine #2 (the Site). The Applicant is claiming an
exemption to the Drainage Study requirement as the proposed mine and subsequent reclamation will not increase the
imperviousness of the site as described in Section 8-11-45.B.8 of the Weld County Code.
EXISTING CONDITIONS
The Site currently consists of pivot irrigated farmland with water supplied by a ditch lateral of the Farmer Independent Ditch
(FIDCO). The FIDCO acts as the western and northwestern boundary of the site. The east boundary of the Site is Weld County
Road 29 (WCR-29) and the south boundary of the Site is Weld County Road 40 (WCR-40).
Site topography is generally divided by an elevated area that runs from the southwest to the northeast which follows the remnants
of an old ditch lateral and access road. The ditch lateral and access road have been removed prior to September 2016 to
convert the farm from flood irrigation to pivot irrigation. Precipitation and irrigation water that falls to the west of this elevated
area flows to the northwest where it ponds along the ditch road and eventually follows the ditch northeast to exit the Site at the
northeast corner of the site at WCR-29. Surface water that falls on the east side of the elevated area flows to the east and
northeast where it exits the Site along WCR-29.
PROPOSED CONDITIONS
The Site will consist of two (2) pits: the North Cell and the South Cell. See attached map.
The North Cell will be mined with 3 horizontal to 1 vertical slopes down approximately four (4) feet in relative depth. The cell
will be reclaimed to historic grade with spoils from the South Cell and will be reclaimed as farmland thus retaining historical flow
patterns and imperviousness.
The South Cell will be mined and reclaimed with a 3 horizontal to 1 vertical slope along the south along WCR-40 and the western
side along the FIDCO. The eastern side of the site along WCR-29 will be feathered into historic grade allowing for runoff to
follow historic drainage pattern. The South Cell will be reclaimed with topsoil and put back into agricultural production with pivot
irrigation.
CONCLUSION
The proposed land use for the Hunt Dirt Mine #2 will not significantly alter the amount of runoff that exits the Site. A majority of
the land will be reclaimed as pivot irrigated farmland which will follow historic drainage patterns.
8308 COLORADO BLOVD • SUITE 200 • FIRESTONE, COLORADO 80504 • PHONE: 303.833.1 41 6
Monarch DENM Access Improvements — HWY 60 Weld County Colorado
Prepared: June 21, 2023
Page 2 of 2
J:\ Hunt Farms-3061Hunt Dirt Farm#21Weld County\USR\Application Components Drainage Memo.docx
CIVIL RESOURCES
STRONG DESIGN. ENDURING VALUE.
On -Site Dust Abatement Plan
Hunt
Dirt Mine #2
Purpose
This Dust Abatement Plan outlines the measures and strategies to be implemented at the Hunt Dirt Mine #2 (the
Site) to minimize dust emissions and maintain air quality in accordance with local regulations and environmental
standards. This plan is in addition to the Air Pollution Emissions Notice that will be obtained from the Colorado
Department of Public Health which regulates fugitive particulate emissions.
Sources of On -Site Dust
Aggregate mining and processing requires equipment to expose and transport materials containing fine particulates
which presents the opportunity for dust to be created. Some potential sources of dust at the Site include:
• Excavation and haulage activities.
• Vehicle traffic on unpaved roads.
• Stockpiles of aggregate, overburden, and topsoil.
Controls
The following controls may be used to either eliminate dust creating or mitigate its effects at the Site. Since
conditions are constantly changing as mining progresses, the Operator will decide which controls will be most
effective in controlling dust emissions at the site.
• Water Spraying: A water truck will regularly spray active work areas, haul roads, and unvegetated
stockpiles.
• Speed Limits: Speed limits will be set to minimize on -site dust generation from vehicle traffic.
• Equipment Maintenance: Ensure proper maintenance of equipment to prevent fugitive dust emissions.
• Wind Breaks: Wind breaks may be installed to help minimize the potential for wind to pick up dust
emissions.
• Vegetative Cover: Stockpiles will be seeded and mulched when left in place more than one (1) year.
Page 1 of 1
Mining Operations APEN - Form APCD-222
Air Pollutant Emission Notice (APEN) and
Application for Construction Permit
All sections of this APEN and application must be completed for both new and existing facilities, including APEN
updates. Incomplete APENs will be rejected and will require re -submittal. Your APEN will be rejected if it is filled
out incorrectly, is missing information, or lacks payment for the filing fee. The re -submittal will require payment
for a new filing fee.
This APEN is to be used for mining operations (i.e. quarries, pits, or mines). This APEN may also be used to report
haul road activities at non -mining facilities. Additional APENs may be required for process equipment located at
the mine. A specialty APEN may be available for the process equipment (e.g. asphalt plant, crusher/screen,
concrete batch plant, engines, etc.). In addition, the General APEN (Form APCD-200) is available if the specialty
APEN options will not satisfy your reporting needs. A list of all available APEN forms can be found on the Air
Pollution Control Division (APCD) website.
This emission notice is valid for five (5) years. Submission of a revised APEN is required 30 days prior to expiration
of the five-year term, or when a reportable change is made (significant emissions increase, increase production,
new equipment, change in fuel type, etc.). See Regulation No. 3, Part A, II.C. for revised APEN requirements.
Permit Number: AIRS ID Number:
[Leave blank unless APCD has already assigned a permit # and AIRS ID]
Section 1 - Administrative Information
Company Name: David and Kayleen Hunt
Mine/Pit Name: Hunt Soil Mine #2
Mine/Pit Location
Mine/Pit Location:
Section 33, Township 4 North, Range 66 West County: Weld
Mailing Address: 14460 WCR 40
(Include Zip Code)
NAICS or SIC Code: 1442
Platteville, CO 80651 Contact Person: David Hunt
Phone Number: 970 737 2437
E -Mail Address2: david@huntfeedyard.com
Use the full, legal company name registered with the Colorado Secretary of State. This is the company name that will appear
on all documents issued by the APCD. Any changes will require additional paperwork.
2 Permits, exemption letters, and any processing invoices will be issued by the APCD via e-mail to the address provided.
Form APCD-222 - Mining Operations APEN - Revision 07/2021 1 I
COLORADO
Department of Public
Health Ss Environment
Permit Number:
AIRS ID Number:
[Leave blank unless APCD has already assigned a permit # and AIRS ID]
Section 2 - Requested Action
NEW permit OR newly -reported emission source
- OR -
MODIFICATION to existing permit (check each box below that applies)
Change fuel or equipment Change company name3 _
Change permit limit Transfer of ownership4
- OR -
APEN submittal for update only (Note blank APENs will not be accepted)
- ADDITIONAL PERMIT ACTIONS -
APEN submittal for permit exempt/grandfathered source
J
Additional Info a Notes:
Add point to existing permit
Other (describe below)
3 For company name change, a completed Company Name Change Certification Form (Form APCD-106) must be submitted.
4 For transfer of ownership, a completed Transfer of Ownership Certification Form (Form APCD-104) must be submitted.
Section 3 - General Information
General description of the activity (additionally, provide a topographic site map):
Proposed soil mine, excavation down to top of sand gravel, maximum 4 -feet to harvest overburden.
For existing sources, operation began on:
For new or reconstructed sources, the projected start-up date is:
Normal Hours of Source Operation:
January 2022
10 hours/day 6
Seasonal use percentage: Dec -Feb: 20 Mar -May: 25
days/week 50
weeks/year
Jun -Aug: 30 Sep -Nov: 25
Commodity Produced: (check each box below that applies - as indicated on the applicable Division of Minerals and Geology Permit)
Aggregate / Sand and Gravel
Stone
Coal
Minerals or Metals (type): overburden
Other (describe):
Form APCD-222 - Mining Operations APEN - Revision 07/2021 2 I
COLORADO
Department of Public
Health b Environment
Permit Number:
AIRS ID Number:
[Leave blank unless APCD has already assigned a permit # and AIRS ID]
Section 4 - Processing/Manufacturing Information & Material Use
Check this box if APEN is for Haul Roads only (not located at a mining site) and complete the applicable
sections, Section 4H - Raw Material Transport and/or Section 41 - Finished Product Transport on pages 6 and 7.
Otherwise complete all of Section 4.
From what year is the actual annual amount? 2025
Actual
Annual
Production
(tons)
0
Requested
Annual
Productions
(tons)
225,000
s Requested values will become permit limitations or will be evaluated for exempt status, as applicable, and should consider
future process growth. Requested values are required on all APENs, including APEN updates.
Removal
Topsoil removed daily (tons) NA
Topsoil removed annual (tons)
Section 4A - Topsoil
Proposed controls for topsoil removal
Moist Material
Water Spray
Other (specify):
Removal
Equipment used for removal
Loader
Stockpile(s)
Maximum stored on site (tons)
Proposed controls for topsoil stockpile
Watering
Chemical Stabilizer
Compacting of Piles
Enclosures (choose one option from below)
Section 4B - Overburden
Tons removed by dragline (daily) 750
Tons removed by dragline (annual) 225,000
Dragline drop height (feet) 12
Hours scraper operated (daily)
Hours scraper operated (annual)
Proposed controls for overburden removal
Moist material
Water Spray
Other (specify):
Complete
Partial
Revegetation (must occur within one year of site disturbance)
Other (specify):
Stockpile(s)
Maximum stored on site (tons)
17,500
Proposed controls for overburden stockpile
Watering
Chemical stabilizer
Compacting of piles
Enclosures (choose one option from below)
Complete
Partial
Revegetation (must occur within one year of site disturbance)
Other (specify):
Form APCD-222 - Mining Operations APEN - Revision 07/2021 3 I
COLORADO
Department of Public
Health b Environment
Permit Number:
AIRS ID Number:
[Leave blank unless APCD has already assigned a permit # and AIRS ID]
Drilling
Number of holes drilled (daily) NA
Number of holes drilled (annual)
Proposed controls for drilling
Water injection
Bag collectors
Other (specify):
Section 4C - Drilling and Blasting
Removal
Material removed daily (tons) 1500
Blasting
Blast area (acres) NA
Number of blasts (daily)
Number of blasts (annual)
Type of blasting material
Blasting material used (daily)
Blasting material used (annual)
Section 4D - Raw Material
Material removed annual (tons) 225,000
Maximum drop height (feet)
Specific moisture content (%)
Proposed controls for raw material removal
Moist material
Water spray
Other (specify):
Stockpile(s)
Maximum stored on site (tons) 17 , 500
Proposed control for raw material stockpile
Watering
Chemical stabilizer
Compacting of piles
Enclosures (choose one option from below)
Complete
Other (specify):
Partial
Section 4E - Conveyors and Transfer Points (not assigned to process equipment)
Include a map detailing the conveyor system layout within the site.
Conveying
Number of transfer
Material conveyed daily (tons)
NA points
Material conveyed annual (tons)
Proposed controls for conveyors
Enclosures (choose one option from below)
Complete
Other (specify):
Partial
Transfer Points
NA
Proposed controls for transfer points
Watering
Chemical stabilizer
Enclosures (choose one option from below)
Complete Partial
Other (specify):
Form APCD-222 - Mining Operations APEN - Revision 07/2021 4 I
COLORADO
Department of Public
Health b Environment
Permit Number:
AIRS ID Number:
[Leave blank unless APCD has already assigned a permit # and AIRS ID]
Section 4F - Processing Equipment
Will processing (e.g. crushing, screening, etc.) occur on site? (yes/no)
NO
If you answered "No" above (i.e. no processing/manufacturing equipment will be located on site) check the box below
and skip to page 6, Section 4G - Finished Product.
Check this box if no process equipment is located on site.
List any additional emission sources and related controls (e.g. concrete batch plants, crushers/screens, engines,
conveyors and transfer points associated with process equipment, asphalt plants, etc.). Additional APENs for any such
equipment may be required. The following specialty APENs are available: Form APCD-224 Concrete Batch Plant
APEN, Form APCD-221 Crusher/Screen APEN, Form APCD-233 Compression Ignition Engine APEN. If a specialty APEN
is not appropriate for the additional equipment, use Form APCD-200 General APEN.
Additionally, complete the section below regarding crushing and screening performed on site.
(or
Emission Source
equipment type)
Control
Equipment
Description
Permit Number
(if available)
NA
Primary Crushing
Maximum crushed per year (tons)
Design process rate (tons/hour)
Duration of daily crushing (hours)
NA
Secondary Crushing
Maximum crushed per year (tons)
Design process rate (tons/hour)
Proposed control for crushing
Moist material
Water spray
Enclosures (choose one option from below)
Complete
Other (specify):
Partial
Screening/Classifying
Maximum screened per year (tons) NA
Design process rate (tons/hour)
Duration of daily screening (hours)
Secondary Screening/Classifying
Maximum screened per year (tons)
Design process rate (tons/hour)
Proposed control for screening
Moist material
Water spray
Enclosures (choose one option from below)
Complete
Other (specify):
Partial
Note: Completion of this section does not relieve the applicant from the requirement to submit APEN forms for
process equipment subject to APEN or permitting requirements.
Form APCD-222 - Mining Operations APEN - Revision 07/2021
5I
COLORADO
Department of Public
Health b Environment
Permit Number:
AIRS ID Number:
[Leave blank unless APCD has already assigned a permit # and AIRS ID]
Section 4G - Finished Product
Stockpile(s)
Maximum stored on site (tons) 17,500
Proposed control for finished product stockpile
Watering
Chemical stabilizer
Compacting of piles
Enclosures (choose one option from below)
J
Complete
Partial
Revegetation (must occur within one year of site disturbance)
Other (specify):
Annual on -site transfer:
Section 4H - Raw Material Transport (raw material removal to stockpiles)
225,000 tons
Haul vehicle capacity:
Haul vehicle empty weight:
Max number of trips per day:
Haul road length (avg. one way):
Posted speed limit on haul road:
Haul Vehicle 1
25
Haul Vehicle 2 Haul Vehicle 3
10
35 8
135 200
1000 1000
10
List all air pollution controls used for the haul roads:
Paved Surface
Street sweeping: No
Unpaved Surface
J
Watering:
Surface is graveled:
Chemical stabilizer applied:
J
None
No
No
J
mph
Yes
As needed
Yes
Yes
Type:
tons
tons
feet
Frequent6: 2+ times/day
(e.g. mag chloride, resin, etc.)
6 If "Frequent" is selected, your permit may include a requirement to water haul roads daily as often as listed in this APEN.
Form APCD-222 - Mining Operations APEN - Revision 07/2021 b I
COLORADO
Department of Public
Health b Environment
Permit Number: AIRS ID Number:
[Leave blank unless APCD has already assigned a permit # and AIRS ID]
Section 41 - Finished Product Transport
Annual off -site transfer: 175,000 tons
Haul vehicle capacity:
Haul vehicle empty weight:
Max number of trips per day:
Haul road length (avg. one way):
Posted speed limit on haul road:
Haul Vehicle 1
40
35
100
500
10
List all air pollution controls used for the haul roads:
Paved Surface
Street sweeping:
Unpaved Surface
Watering:
Surface is graveled:
Chemical stabilizer applied:
No
None
No
No
Haul Vehicle 2 Haul Vehicle 3
mph
Yes
As needed
Yes
Yes
Type:
tons
tons
feet
Frequent: 2+ times/day
(e.g. mag chloride, resin, etc.)
6 If "Frequent" is selected, your permit may include a requirement to water haul roads daily as often as listed in this APEN.
Section 5 - Geographical/Site Information
Total site area (acres):
Geographical Coordinates
(Latitude/Longitude or UTM)
40.271726° , -104.777959°
Attach a topographic site map indicating location.
160
Total disturbed site area (acres): 100
Proposed site controls
Watering (choose one option from below)
Frequent (2 or more times per day)
As needed
Chemical stabilizer
Revegetation (must occur within one year of site disturbance)
Seeding with mulch
Seeding without mulch
Other (specify): cropland
Form APCD-222 - Mining Operations APEN - Revision 07/2021 7 I
COLORADO
Department of Public
Health b Environment
Permit Number:
AIRS ID Number:
[Leave blank unless APCD has already assigned a permit # and AIRS ID]
Section 6 - Applicant Certification
hereby certify that all information contained herein and information submitted with this application is complete,
true, and correct.
11/11/2024
t
Signature of Legally Authorized Person (not a vendor or consultant) Date
David Hunt
Manager
Name (print) Title
Check the appropriate box to request a copy of the:
Draft permit prior to issuance
Draft permit prior to public notice
(Checking any of these boxes may result in an increased fee and/or processing time)
This emission notice is valid for five (5) years. Submission of a revised APEN is required 30 days prior to expiration
of the five-year term, or when a reportable change is made (significant emissions increase, increase production,
new equipment, change in fuel type, etc.). See Regulation No. 3, Part A, II.C. for revised APEN requirements.
Send this form along with $242.00 to:
Colorado Department of Public Health and Environment
Air Pollution Control Division
APCD-SS-B1
4300 Cherry Creek Drive South
Denver, CO 80246-1530
Make check payable to:
Colorado Department of Public Health and Environment
For more information or assistance call:
Small Business Assistance Program
(303) 692-3175
OR
(303) 692-3148
APCD Main Phone Number
(303) 692-3100
Form APCD-222 - Mining Operations APEN - Revision 07/2021
8�
COLORADO
Department of Public
Health b Environment
November 11, 2024
Mr. David Hunt
Sole Proprietor
14460 Weld County Road 40
Platteville, CO 80651
Re: Noise Analysis, Hunt Dirt Mine #2 (PRE24-0160), Weld County, Colorado
Dear Mr. Hunt:
This Report discusses the potential noise pollution from the construction and operation of the Hunt Dirt Mine #2 ("the
Site"). The Site is located in Weld County immediately west of Gilcrest. More specifically, the Site is located in Section
29, Township 4 North, Range 66 West, of the 6th Principal Meridian.
Civil Resources, LLC (CR) conducted a noise modeling analysis for the parcel to determine compliance with Colorado
Revised Statutes (CRS) 25-12-103 noise regulations and Chapter 14, Article IX of the Weld County Code.
SITE NOISE STANDARDS
The Site is regulated by the State standards set forth in CRS 25-12-103 and Weld County Noise standards set forth in
Chapter 14, Article IX of the Weld County Code. Weld County Code defines an "Industrial Area" as an area where
manufacturing, processing or fabrication of any commodity, storage and warehousing, wholesale sales of equipment,
materials and supplies, repair, servicing and rental of vehicles and other commodities and other similar activities are
conducted. The Site falls within this definition and thus the Industrial Noise Standard was applied during modeling. Hunt
Dirt Mine #2 will operate during daylight hours which is defined as 7 a.m. to 9 p.m.
The daytime limit for "Industrial Activities" is 80 dBA measured at the property boundary.
MODEL RESULTS
A noise impact analysis was performed utilizing the process outlined in the Federal Transit Administration's "Transit
Noise and Vibration Impact Assessment Manual". The proposed equipment at the Site includes a front-end loader and
water truck. The mobile equipment will traverse the Site but will mainly be in operation near the current mine face and
the stockpile area. The mine face is not a set location and will move from north to south as mining progresses. Trucks
will be loaded to the south of the site and the modeled noise receptor was located at the stockpile location approximately
150 feet from the parcel boundary. The ground surface between the receptor and the plant location is comprised of an
open field with no barriers to sound propagation.
Maximum Noise Levels (Lmax) were compiled from the Federal Highway Administration's "Construction Noise Handbook".
The plant's Lmax was determined by utilizing reported data from similar construction aggregate processing facilities. All
sound pressure levels were standardized to the sound reference level (Lemission) which is the calculated value at 50 feet
from the source. Lemission was utilized to estimate sound exposure for each piece of equipment at the modeled noise
receptor at the parcel boundary (Leq.equip). Lastly, the combined noise exposure from all sources was calculated using
decibel addition at the noise receptor location (Lgeq.equip). Table 1 below tabulates the input and calculated noise data
from the analysis.
Mr. David Hunt
November 11, 2024
Page 2
Table 1: Modeled Equipment
Sound Reference Level
Noise Exposure at Receptor
(Lemission)
(Leq.equip)
Front -End Loader
88
76.6
Water Truck
85
73.6
Total
78.3
CONCLUSION
The proposed relocation of the plant south to the amended parcel created noise that was modeled to be 78.3 dBA at the
parcel boundary closest to the plant which is below the 80 dBA specified in Weld County Code. In addition to being
below the limit specified in the Code, the adjoining parcel closest to the plant is an open field with no habituated
structures.
A proposed stockpile berm is depicted in the mine plan south and east of the parcel but was not included in the model.
This will decrease the noise at the southern and eastern property boundary once constructed but was not included to
present a worst -case scenario.
Please call with any questions or comments.
Sincerely,
Civil Resources, LLC
Kyle Regan
Attachments:
Figure 1 — Mining Plan
REFERENCES
"Construction Noise Handbook", Federal Highway Administration, 2006.
"Transit Noise and Vibration Impact Assessment Manual", Federal Transit Administration, 2018.
"Update of Noise Database for Prediction of Noise on Construction and Open Sites", DEFRA., 2008.
JAHunt Farms-30611unt Dirt Farm#21Weld County\USR\Noisaloise Analysis_Letter Report.doc
KimleysHom
December 2, 2024
Mr. Andy Rodriguez, P.E.
Civil Resources, LLC
8308 Colorado Boulevard
Suite 200
Firestone, CO 80504
Re: Strear Property Soil Mine — Traffic Impact Study
Weld County, Colorado
Dear Mr. Rodriguez,
This letter documents the results of a traffic study including trip generation, trip distribution,
traffic assignment, and intersection analysis for the proposed Strear Property Soil Mine project
to be constructed along the north side of WCR-40, between SH-60 and US -85 in Weld County,
Colorado. This letter has been updated to include the Weld County Transportation Master
Plan prescribed growth rate as well as incorporating three days of existing traffic volume
counts. Updated text within this letter from the previous version is shown in this blue text for
assistance with rereview of the study. Specifically, the project site is located on the northwest
corner of the WCR-40 and WCR-29 intersection. A vicinity map is attached in Figure 1.
The Strear Property Soil Mine is anticipated to begin excavation next year. The soil mine is
expected to be exhausted of material within about 4 years, by 2029. Therefore, analysis was
conducted for the 2025 opening year horizon as well as a 2029 closing year horizon.
Based on the proposed access condition for this project, the following intersections were
incorporated into this traffic study in accordance with Weld County and State of Colorado
Department of Transportation (CDOT) standards and requirements:
• WCR-40 and SH-60
• WCR-40 and WCR-29
• WCR-40 and US -85
• WCR-40 Access (Future)
Regional access to Strear Property Soil Mine will be provided by US -85 and SH-60 while
primary access to the site will be provided WCR-40. Direct access to the site will be provided
by a proposed access along the north side of WCR-40.
EXISTING ROADWAY NETWORK
WCR-40 is an unpaved east -west roadway that provides a sufficient width for one through
lane of travel in each direction. The roadway was not observed to have a posted speed limit.
US -85 is a north -south highway that provides two through lanes in each direction and a posted
speed limit of 50 mph within the study area.
SH-60 is a north -south roadway that provides one through lane in each direction and a posted
speed limit of 65 mph southbound and 55 mph northbound within the study area.
kimley-horn. com
6200 South Syracuse Way, Suite 300, Greenwood Village, CO 80111
303 228 2300
Kimle0Hom
Strear Property Soil Mine
096548016
Page 2
The intersection of WCR-40 and SH-60 (#1) operates with stop control on the
eastbound/westbound approaches. The northbound approach provides a left turn lane and a
shared through/right turn lane. The southbound approach provides a left turn lane, a through
lane, and a right turn lane. The eastbound and westbound approaches provide a single lane
shared for all movements. An aerial photo that illustrates the existing intersection configuration
is below (north is up).
WCR-40 & SH-60 (#1)
The intersection of WCR-40 and WCR-29 (#2) operates with stop control on the
northbound/southbound WCR-29 approaches. All approaches provide a single lane shared
for all movements. An aerial photo that illustrates the existing intersection configuration is
below (north is up).
WCR-40 & WCR-29 (#2)
kimley-horn. com
6200 South Syracuse Way, Suite 300, Greenwood Village, CO 80111
303 228 2300
Kimley*Horn
Strear Property Soil Mine
096548016
Page 3
The intersection of WCR-40 and US -85 (#3) operates with stop control on the
eastbound/westbound approaches. The northbound and southbound approaches provide a
left turn lane, two through lanes, and a right turn lane. The eastbound and westbound
approaches provide a single lane shared for all movements. An aerial photo that illustrates
the existing intersection configuration is below (north is up).
I .ems
esimar
It a�►{' . Yi.: Z • tate im•� �i3��.w. � a —mow 1Vr;wTlT.r I/�E �
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sir
WCR-40 & US -85 (#3)
. f a _ —Let r
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The intersection lane configuration and control for this study area intersection is shown in
attached Figure 2.
EXISTING AND FUTURE TRAFFIC VOLUMES
Existing turning movement counts were conducted at the study intersections on Thursday,
May 16, 2024 during the morning and afternoon peak hours. The counts were conducted
during the morning and afternoon peak hours of adjacent street traffic in 15 -minute intervals
from 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM on this count date. Based on County
requirements, daily traffic volumes (although not used in the analysis of traffic studies) were
collected on the area roadways for three days on Tuesday November 19, 2024, Wednesday
November 20, 2024, and Thursday November 21, 2024. The existing intersection traffic
volumes are shown in attached Figure 3 along with the highest daily traffic volume collected
from the 72 hours of counts conducted in the study area.
According to traffic projections provided by COOT Online Transportation Information System
(OTIS), SH-60 and US -85 are both expected to have a 20 -year growth factor of 1.45. This
equates to an annual growth rate of approximately 1.88 percent. However, according to the
Weld County Transportation Master Plan, this area is projected to have a 3.05 percent annual
growth rate. Therefore, this higher annual growth rate of 3.05 percent per year was used to
calculate opening 2025 and closing 2029 background traffic projections for all turning
movements. Of note, some turning movement volumes didn't change between 2024 existing
kimley-horn. com
6200 South Syracuse Way, Suite 300, Greenwood Village, CO 80111
303 228 2300
Kimley*Horn
Strear Property Soil Mine
096548016
Page 4
and 2025/2029 if the traffic volume was so small. The volumes are rounded, and if a volume
was less than 17 vehicles per hour, the 3.05 percent annual growth wouldn't result in any
additional vehicles in 2025. Likewise, if a volume were less than r` vehicles per hour, the 3.05
percent annual growth rate wouldn't result in additional vehicles in 2029. CDOT traffic
projection information and the Weld County Transportation Plan information are attached.
Figures 4 and 5 illustrate the opening 2025 and closing 2029 background traffic volumes,
respectively.
TRIP GENERATION
Site -generated traffic estimates are determined through a process known as trip generation.
Rates and equations are applied to the proposed land use to estimate traffic generated by the
development during a specific time interval. The acknowledged source for trip generation
rates is the Trip Generation Manuals published by the Institute of Transportation Engineers
(ITE). ITE has established trip rates in nationwide studies of many types of land uses.
However, ITE does not have a site -specific land use for a soil mine facility. Therefore, trip
generation was developed based on user provided information. The site is anticipated to be
in operation for ten hours from 7:00 AM to 5:00 PM daily. There is one employee anticipated
o n site with up to 20 trucks arriving and departing during each hour of operation. Therefore,
based on these volumes, approximately 2 employee trips and 400 truck trips (200 truck round
trips) are expected to occur per day. Therefore, it is anticipated that approximately 41 trips will
o ccur within the peak hour. A mix of truck lengths are anticipated, with some trucks being less
than 40 feet long and some trucks being longer than 40 feet long. To provide a conservative
analysis, all trucks were multiplied with a PCE of 3 assuming all trucks are longer than 40 feet.
In PCEs, the total trips would equate to 121 passenger car equivalents trips. Table 1
summarizes the estimated trip generation for the proposed Strear Property Soil Mine project.
Table 1 — Strear Property Soil Mine Traffic Generation
Land Use
Weekday
Vehicles
Trips
AM
Peak
Hour
PM
Peak
Hour
Daily
In
Out
Total
In
Out
Total
On Site
Employee
(1)
2
1
0
1
0
1
1
Soil
Mine
Truck
Trips
400
20
20
40
20
20
40
Soil
Mine
Truck
Trips
(3 x
PCE)
1200
60
60
120
60
60
120
Total
Site
Generated
Trips
402
21
20
41
20
21
41
I
Total
Site
Generated
Trips
with
PCE
1202
61
60
121
60
61
121
TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT
Distribution of site traffic on the street system was based on user specific haul routes to be
u sed by the Soil Mine provided by the client. The directional distribution of traffic is a means
to quantify the percentage of site -generated traffic that approaches the site from a given
direction and departs the site back to the original source. The traffic assignment was obtained
by applying the project trip distribution to the estimated traffic generation of the development
shown in Table 1. Figure 6 illustrates the trip distribution and Figure 7 illustrates the traffic
1 Institute of Transportation Engineers, Trip Generation Manual, Eleventh Edition, Washington DC, 2021.
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assignment for this project in volume and in passenger car equivalents with trucks being less
than forty feet and counting as two vehicles.
TOTAL (BACKGROUND PLUS PROJECT) TRAFFIC
Site traffic volumes were added to the background volumes to represent estimated total traffic
conditions for the 2025 and 2029 horizons. These total traffic volumes for the study area are
illustrated for the 2025 and 2029 horizon years in Figures 8 and 9, respectively.
TRAFFIC OPERATIONS ANALYSIS METHODOLOGY
Kimley-Horn's analysis of traffic operations in the site vicinity was conducted to determine
potential capacity deficiencies at the project key intersections for the 2025 opening and 2029
closing horizons. The acknowledged source for determining overall capacity is the Highway
Capacity Manual2.
Capacity analysis results are listed in terms of Level of Service (LOS). LOS is a qualitative
term describing operating conditions a driver will experience while traveling on a particular
street or highway during a specific time interval. It ranges from A (very little delay) to F (long
delays and congestion). For intersections and roadways, standard traffic engineering practice
recommends LOS D as the minimum threshold for acceptable operations for intersections and
LOS E for movements. Table 2 below shows the definition of level of service for signalized
and unsignalized intersections.
Table 2 — Level of Service Definitions
Level
Service
of
Signalized
Average
(sec/veh)
Intersection
Total
Delay
Unsignalized
Average
(sec/veh)
Total
Intersection
Delay
A
≤ 10
≤ 10
B
> 10
and
≤ 20
> 10
and
≤ 15
C
> 20 and
≤ 35
> 15
and
≤ 25
D
> 35 and
≤ 55
> 25 and
≤ 35
E
> 55 and
≤ 80
> 35 and
≤ 50
F
> 80
> 50
Transportation Research Board, Highway Capacity Manual, Seventh Edition, Washington DC, 2023.
Study area intersections were analyzed based on average total delay analysis for signalized
and unsignalized intersections. Under the unsignalized analysis, the LOS for a two-way stop -
controlled intersection is determined by the computed or measured control delay and is
defined for each minor movement. LOS for a two-way stop -controlled intersection is not
defined for the whole intersection. LOS for signalized, roundabout, and all -way stop controlled
intersections are defined for each approach and for the overall intersection.
Calculations for the level of service at the key intersections identified for the study are
attached. The traffic analysis is based on the lane geometry and intersection control shown in
Figure 2. Synchro traffic analysis software was used to analyze the study area key
2 Transportation Research Board, Highway Capacity Manual, Sixth Edition, Washington DC, 2016.
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intersection drives for level of service. The Synchro Highway Capacity Manual (HCM)
methodology reports were used to analyze intersection delay and level of service.
WCR-40 and SH-60 (#1)
The intersection of WCR-40 and SH-60 operates under stop control on the
eastbound/westbound WCR-40 approaches. The movements at this intersection currently
operate acceptably at LOS C or better during both peak hours. With the existing lane
configurations and the addition of project traffic, the movements at this intersection are
expected to operate acceptably at LOS C or better throughout the 2029 closing horizon.
Therefore, improvements or modifications are not anticipated to be needed at this intersection
based on the addition of project traffic. Table 3 provides the results of the level of service at
this intersection.
Table 3 — WCR-40 and SH-60 LOS Results
Scenario
AM Peak Hour
PM
Peak Hour
Delay
Delay
LOS
LOS
sec/v)
sec/veheh )
2024
Existing
Northbound
Left
8.2
A
8.1
A
Eastbound
Approach
14.2
B
18.9
C
Westbound
Approach
13.6
B
14.7
B
Southbound
Left
7.8
A
8.7
A
2025 Background
Northbound
Left
8.3
A
8.1
A
Eastbound
Approach
14.4
B
19.7
C
Westbound
Approach
13.8
B
15.1
C
Southbound
Left
7.9
A
8.7
A
2025
Background
Plus
Project
Northbound
Left
8.3
A
8.1
A
Eastbound
Approach
14.7
B
20.1
C
Westbound
Approach
13.6
B
16.3
C
Southbound
Left
7.9
A
8.8
A
2029 Background
Northbound
Left
8.4
A
8.2
A
Eastbound
Approach
15.8
C
23.4
C
Westbound
Approach
15.2
re
16.4
C
Southbound
Left
7.9
A
9.0
A
2029
Background
Plus
Project
Northbound
Left
8.4
A
8.2
A
Eastbound
Approach
16.1
C
24.1
C
Westbound
Approach
15.0
B
18.2
C
Southbound
Left
8.0
A
9.0
A
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WCR-40 and WCR-29 (#2)
The intersection of WCR-40 and WCR-29 operates under stop control on the
northbound/southbound approaches. The movements at this intersection currently operate
acceptably at LOS A during both peak hours. With the existing lane configurations and the
addition of project traffic, the movements at this intersection are expected to operate
acceptably at LOS A throughout the 2029 closing horizon. Therefore, improvements or
modifications are not anticipated to be needed at this intersection based on the addition of
project traffic. Table 4 provides the results of the level of service at this intersection.
Table 4
WCR-40 and WCR-29 LOS Results
Scenario
AM
Peak
Hour
PM
Peak Hour
Delay
Delay
LOS
LOS
sec/veh )
sec/veh)
2024
Existing
Northbound
Approach
9.2
A
9.3
A
Eastbound
Left
7.3
A
7.3
A
Southbound
Approach
8.7
A
8.7
A
2025 Background
Northbound
Approach
9.2
A
9.3
A
Eastbound
Left
7.3
A
7.3
A
Southbound
Approach
8.7
A
8.7
A
2025 Background
Plus
Project
Northbound
Approach
9.4
A
9.5
A
Eastbound
Left
7.3
A
7.3
A
Southbound
Approach
8.8
A
8.8
A
2029 Background
Northbound
Approach
9.3
A
9.4
A
Eastbound
Left
7.3
A
7.3
A
Southbound
Approach
8.7
A
8.7
A
2029
Background
Plus
Project
Northbound
Approach
9.4
A
9.6
A
Eastbound
Left
7.3
A
7.4
A
Southbound
Approach
8.8
A
8.8
A
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WCR-40 and WCR-US-85 (#3)
The intersection of WCR-40 and US -85 operates under stop control on the
eastbound/westbound approaches. The movements at this intersection currently operate
acceptably at LOS C or better during both peak hours. With the existing lane configurations
and the addition of project traffic, the movements at this intersection are expected to operate
acceptably at LOS C or better throughout the 2029 closing horizon. Therefore, improvements
or modifications are not anticipated to be needed at this intersection based on the addition of
project traffic. Table 5 provides the results of the level of service at this intersection.
Table 5
WCR-40 and US -85 LOS Results
Scenario
AM
Peak
Hour
PM
Peak Hour
Delay
Delay
LOS
LOS
sec/veh )
sec/veh)
2024
Existing
Northbound
Left
-
-
9.5
A
Eastbound
Approach
17.7
C
21.8
C
Westbound
Approach
11.1
B
14.6
B
Southbound
Left
9.2
A
11.9
B
2025 Background
Northbound
Left
-
-
9.6
A
Eastbound
Approach
18.2
C
22.5
C
Westbound
Approach
11.3
B
15.0
B
Southbound
Left
9.3
A
12.2
B
2025 Background
Plus
Project
Northbound
Left
10.7
B
9.6
A
Eastbound
Approach
17.8
C
19.2
C
Westbound
Approach
11.3
B
15.1
B
Southbound
Left
9.3
A
12.2
B
2029
Background
Northbound
Left
-
-
10.0
A
Eastbound
Approach
20.8
C
26.6
C
Westbound
Approach
11.8
B
16.5
C
Southbound
Left
9.7
A
13.4
B
2029 Background
Plus
Project
Northbound
Left
11.4
B
10.1
B
Eastbound
Approach
20.5
C
22.7
C
Westbound
Approach
11.9
B
16.6
C
Southbound
Left
9.7
A
13.4
B
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WCR-40 Access (#4)
The project access is anticipated to be located along WCR-40 and operate with stop control
on the project access southbound approach. It is recommended to provide a R1-1 "STOP"
sign on the exiting approach. In addition, based on the analysis, the project access will operate
acceptably with a single lane exiting approach. Based on Weld County auxiliary turn lane
requirements, left turn lanes are required when the turning volume exceeds 10 vph while right
turn lanes are required when the turning volume exceeds 25 vph. Based on these volumes,
the project access does not warrant an eastbound left turn lane nor a westbound right turn
lane. Also, WCR-40 is an unpaved roadway. Table 6 provides the results of the level of service
at this intersection.
Table 6
WCR-40 and US -85 LOS Results
AM
Peak Hour
PM
Peak
Hour
Scenario
Delay
Delay
sec/veh
)
LOS
sec/veh
)
LOS
2025
Eastbound
Southbound
Background
Left
Approach
Plus
Project
7.4
8.8
A
A
7.4
8.7
A
A
2029
Eastbound
Southbound
Background
Left
Approach
Plus
Project
7.4
8.8
A
A
7.4
8.8
A
A
CDOT ACCESS PERMIT AND TURN LANE REQUIREMENTS
The threshold for requiring an access permit along CDOT roadways occurs when project
traffic is anticipated to increase the existing access traffic volume by more than 20 percent.
Based on traffic projections, the addition of project traffic on the east leg of WCR-40 at SH-60
(#1) is anticipated to increase existing traffic volumes by more than 20 percent. Also, the
addition of project traffic on the west leg of WCR-40 at US -85 (#3) is anticipated to increase
the existing traffic volumes by more than 20 percent. Therefore, CDOT Access Permits are
anticipated to be needed at these two intersections in association with this project.
Auxiliary turn lane requirements were evaluated based on the State of Colorado State
Highway Access Code for the intersections of WCR-40 at SH-60 (#1) and WCR-40 at US -85
(#3). SH-60 is categorized as R -A: Regional Highway and US -85 is categorized as E -X:
Expressway within the study limits. According to the State Highway Access Code for category
R -A roadways, the following thresholds apply for implementation of auxiliary turn lanes:
• A left turn deceleration lane with taper and storage length is required for any access
with a projected peak hour left ingress turning volume greater than 10 vehicles per
hour (vph). The taper length will be included within the required deceleration length.
• Aright turn deceleration lane and taper length is required for any access with a
projected peak hour right ingress turning volume greater than 25 vehicles per hour
(vph). The taper length will be included within the required deceleration length.
• Aright turn acceleration lane and taper length is required for any access with a
projected peak hour right turning volume greater than 50 vehicles per hour (vph) when
the posted speed on the highway is greater than 40 mph. The taper length will be
included within the required acceleration length.
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According to the State Highway Access Code for category E -X roadways, the following
thresholds apply for implementation of auxiliary turn lanes:
• A left turn deceleration lane is required for any access with a projected average daily
left turn ingress volume greater than 10 with the transition taper included within the
required deceleration length. If the projected peak hour left ingress turning volume is
greater than 10 vehicles per hour (vph), a left turn deceleration, storage, and taper
lane is required for any access.
• A right turn deceleration lane and taper is required for any access with a projected
peak hour right ingress turning volume greater than 10 vph.
• A right turn acceleration lane and taper is required for any access with a project peak
hour right turning volume greater than 10 vph.
Based on the thresholds and warrants contained in the Access Code, the R -A (Regional
Highway) designation of SH-60, a 65 -mph southbound and 55 mph northbound posted speed
limit, and the anticipated project traffic volume in 2025, auxiliary turn lane requirements for the
WCR-40 and SH-60 intersection (#1) are as follows:
• A southbound left turn deceleration exists and is warranted based on the projected
2025 background plus project traffic being 22 PCE southbound left turns during the
afternoon peak hour and the threshold being 10 vehicles per hour. The existing turn
lane length is substandard at 125 feet with 160 -foot taper. The left turn lane per SHAC
requirements is 25 feet of storage with the projected 12 PCE left turns left turns plus
500 feet deceleration length plus 300 -foot taper. Therefore, the left turn lane should
provide 525 feet of length plus a 300 -foot taper to meet CDOT SHAC requirements.
• A northbound right turn deceleration lane is not warranted based on the projected
2029 background plus project traffic being 24 PCE northbound right turns during the
afternoon peak hour and the threshold being 25 vehicles per hour.
• An acceleration lane for the westbound right to northbound through is warranted
based on the projected 2029 background plus project traffic being 28 PCE westbound
right turns during the afternoon peak hour and the threshold being 50 vehicles per
hour.
Based on the thresholds and warrants contained in the Access Code, the E -X (Expressway)
designation of US -85, a 50 -mph posted speed limit, and the anticipated project traffic volume
in 2025, auxiliary turn lane requirements for the WCR-40 and US -85 intersection (#3) are as
follows:
• A northbound left turn deceleration lane exists and is warranted based on the
projected 2025 background plus project traffic being 22 PCE northbound left turns
during the morning peak hour and the threshold being 10 vehicles per day. The
existing turn lane is substandard at 125 feet with an 80 -foot taper. The left turn
deceleration lane per SHAC requirements is 25 feet of storage with the projected 13
left turns plus 500 feet deceleration length plus a 180 -foot taper. Therefore, the left
turn lane should provide 525 feet of length plus a 180 -foot taper to meet CDOT SHAC
requirements.
• A southbound right turn deceleration lane exists and is warranted based on the
projected 2025 background plus project traffic being 29 PCE southbound right turns
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during the afternoon peak hour and the threshold being 10 vehicles per hour. The
existing turn lane is substandard at 250 feet with a 200 -foot taper. The right turn
deceleration lane per SHAC requirements is 500 feet plus a 180 -foot taper. Therefore,
the right turn lane should provide 500 feet of length plus a 180 -foot taper to meet
CDOT SHAC requirements.
• An acceleration lane for the eastbound right to southbound through exists and is
warranted based on the projected 2025 background plus project traffic being 23 PCE
westbound right turns during the morning peak hour and the threshold being 10
vehicles per hour. The existing acceleration lane is substandard at 275 feet with a 150 -
foot taper. The acceleration lane per SHAC requirements is 760 feet plus a 180 -foot
taper.
Vehicle Queueing Analysis
A vehicle queuing analysis was conducted for the study area intersections. The queuing
analysis was performed using Synchro presenting the results of the 95th percentile queue
lengths. Results are shown in the following Table 7 with calculations provided within the level
of service operational sheets.
Table 7
Turn Lane Queueing Analysis Results
.
Existing
lr 2025
2029
I
Turn
Lane
Calculated
2025
Calculated
2029
Intersection
Turn
Length
Queue
Recommended
Queue
Recommende•.
Lane
(feet)
(feet)
Length
(feet)
(feet)
Length
(feet)
WCR-40
& SH-60
Northbound
Left
600'
25'
600'
25'
600'
Southbound
Right
550'
25'
550'
25'
550'
Southbound
Left
125'
25'
525'+300'T
25'
525'+300'T
WCR-40
& US -85
Northbound
Left
125'
25'
525'+180'T
25'
525'+180'T
Northbound
Right
250'
25'
250'
25'
250'
Southbound
Left
75'
25'
75'
25'
75'
Southbound
Right
250'
25'
500'+180'T
25'
500'+180'T
Green Text Recommendation
As shown in the table representing the queueing results, none of the vehicle queues are
projected to extend past the provided storage bays with the addition of project traffic.
Therefore, no modifications to turn lane lengths are anticipated to be needed based on the
queuing analysis. As previously identified, the southbound left turn lane at WCR-40 and SH-
60 may require extension to 525 feet plus a 300 -foot taper to meet CDOT standards. The
northbound left turn lane at WCR-40 and US -85 may require extension to 525 feet plus a 180 -
foot taper, the southbound right turn lane length may require extension to 500 feet plus a 180 -
foot taper, and the acceleration lane for the westbound right turn may require extension to 760
feet plus 180 -foot taper to meet CDOT SHAG requirements.
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6200 South Syracuse Way, Suite 300, Greenwood Village, CO 80111
303 228 2300
Kimley*Horn
Strear Property Soil Mine
096548016
Page 12
CONCLUSIONS AND RECOMMENDATIONS
Based on the traffic analysis presented in this report, Kimley-Horn and Associates, Inc.
believes that Strear Property Soil Mine will be successfully incorporated into the existing and
future roadway network during the short operation of the soil mine. The following outlines the
recommendations from our traffic analysis with the outlined intersection lane configurations
and control to meet CDOT standards illustrated in attached Figure 10:
• With the buildout of the project, an access will be constructed along the north side of
WCR-40 that should operate with stop control along the exiting southbound approach.
As such, a R1-1 "STOP" sign should be installed along the southbound exiting
approach.
• It is anticipated that CDOT access permits will be required in association with the
project for the east leg of WCR-40 at SH-60 and the west leg of WCR-40 at US -85.
• CDOT may require the existing southbound left turn lane at WCR-40 an SH-60 be
extended to 525 feet plus 300 -foot taper, the existing northbound left turn lane at WCR-
40 and US -85 be extended to 525 feet plus 180 -foot taper, the existing southbound
right turn lane be extended to 500 feet plus 180 -foot taper, and the acceleration lane
for the westbound right turn movement be extended to 760 feet plus 180 -foot taper to
meet current standards.
If you have any questions or require anything further, please feel free to call me at (303)
228-2304.
Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.
Curtis D. Rowe, P.E., PTOE
Senior Vice President
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6200 South Syracuse Way, Suite 300, Greenwood Village, CO 80111
303 228 2300
Figures
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CU
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WCR-40 & WCR-29
FIGURE 2
STREAR PROPERTY SOIL MICE
WELD COUNTY, COLORADO
EXISTING GEOMETRY AND CONTROL
CU
‘`"IP00'+175'T
ACCEL
ACCEL
275'+150'T
r) f f r -
WCR-40 & US -85
LEGEND
Study Area Key Intersection
Stop Controlled Approach
Roadway Speed Limit
(—100' Turn Lane Length (feet)
I In.... I a. _ _tv m m
1
i lumpy)» morn �
miliS
is in Nair ill a a j
N OR -n-1
NTS 096548016
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4(1)
�r 4(3)
13(22)
1(2)
5 (8) --Th
T
WCR-40 & SH-60
Thurs, Nay 16, 2024
7:00 to 8:00AM
(4:45 to 5:45PV
Note:
FIGURE 3
STREAR PROPERTY SOIL MINE
WELD COUNTY, COLORADO
, 2024 EXISTING TRAFFIC VOLUMES
i
2�
CD C� 0
LO N 1-
1
<- 8(4)
3(6) -'
5 (4)
0(1) --Th
T r
7
0)
WCR-40 & WCR-29
Thurs, May 16, 2024
7:15 to 8: 15AV
(4:00 to 5:00PV
(3J
O
O
0) O
O M
l
24(13)
2 (2)
X2(1)
N
O
fL.r)
0
CO
O
C9
r
WCR-40 & US -85
Thurs, May 16, 2024
7:00 to 8:00AV
(4:45 to 5:45PM)
Daily Traffic Volumes Collected Tuesday November 19, 2024;
Wednesday \ovember 20, 2O249 and Thursday \ovember 21, 2024
LEGEND
Study Area Key Intersection
XXX(XXX) Weekday AM(PIV)
Peak Hour Traffic Volumes
XX,X00
Daily Traffic Volume
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CO
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c9
CO
3(8)
< 4(1)
�r 4(3)
CWCR-40 & SH-60
CO N O
LO N r
8(4)
WCR-40 & WCR-29
FIGURE 4
STREAR PROPERTY SOIL MICE
WELD COUNTY, COLORADO
`2025 BACKGROUND TRAFFIC VOLUMES I��:__�
3t
CO
07
W/
907(683)
7N--- 25(13)
< 2(2)
-2(1)
627(1108)
WCR-40 & US -85
LEGEND
Study Area Key Intersection
XXX(XXX) Weekday AM(PIV)
Peak Hour Traffic Volumes
XX,X00
Estimated Daily Traffic Volume
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T
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CO
M
0
l�
3(9)
< 5(1)
�r 5(3)
0
CD
N
CWCR-40 & SH-60
I� N O
CC) N r
9(5)
O
O
r
WCR-40 & WCR-29
FIGURE 5
STREAR PROPERTY SOIL MICE
WELD COUNTY, COLORADO
`2029 BACKGROUND TRAFFIC VOLUMES I •IS a•
_1
3t
N
O
r
7' 28(15)
< 2(2)
-2(1)
WCR-40 & US -85
LEGEND
Study Area Key Intersection
XXX(XXX) Weekday AM(PIV)
Peak Hour Traffic Volumes
XX,X00
Estimated Daily Traffic Volume
� mmievmriorn �
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NTS 096548016
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[25%]
[25%]
C _
\
0°
N
WCR-40 & SH-60
J
'4
--- 50%
7
0
7
0
lu
u
50%
---,'7
i
WCR-40 ACCESS
i
FIGURE 6
STREAR PROPERTY SOIL MINE
WELD COUNTY, COLORADO
PROJECT TRIP DISTRIBUTION
50%
T
WCR-40 & WCR-29
r
�3;
Q
LO
N
y
T
0
LO
N
WCR-40 & US -B5
LEGEND
Study /area Key Intersection
Project Access Intersection
XX%a External Trip Distri
bution Percentage
Entering[Exiting]
XXi[XX] Trip Distribution Percentag
P
i lumpy)» morn �
III MI NW MB IR j
N O RTH
NTS 096548016
u
�-- 5(5)
5(5)
CWCR-40 & SH-60
PASSENGER CAR EQUIVALENT
Lo
15(15)
r 15(15)
ci
T
t,
Cri
T
4
r 1-
0 0
IT T
l% ` 1
�.l
--11(10)
10(10) —
WCR-40 ACCESS
PASSENGER CAR EQUIVALENT
7----.
,3,
in
Lo
T
1 I
L{_
15(15)
— ,�
Lo
T
15(16)
t
—_,,s
CO
FIGURE 7
STREAR PROPERTY SOIL MINE
WELD COUNTY, COLORADO
PROJECT TRAFFIC ASSIGNMENT
2
11(10)
10(11)
WCR-40 & WCR-29
LO
1
5(5)---71
5(6)
WCR-40 & US -85
LEGEND
Study Area Key Intersection
Project Access Intersection
XXX(XXX) Weekday AIV(PN/)
Peak Hour Traffic Volumes
XX,X00
Estimated Daily Traffic Volume
i lumpy)» Horn �
tIN WIN Illg IN MIN S r INI IN SS IN IR
NORTH
NTS 096548016
CD'
u
r
—
M
O
M
N
WCR-40 & SH-60
PASSENGER CAR EQUIVALENT
5
CD
co
";:r"P2
+�� CS)
rn co
,
N
r
N
� 23(28)
X4(1)
M
,r 24(23)
c__
13(23)
1(2)
5(8)
---7`
"
fi (Xi
r
�
N
o cc.,
_..9
--,
r
co
N
FIGURE 8
STREAR PROPERTY SOIL MINE
WELD COUNTY, COLORADO
2O25 TOTAL TRAFFIC VOLUMES
`7--- 10(10)
X14(11)
10(10)
8(11)
WCR-40 ACCESS
PASSENGER CAR EQUIVALENT
(30
E
clti `° a
� 25(13)
8 o in
N t�
r
� 2(2)
�1
,-2(1)
22(26)
3(1)
-----7
T
N
r
o r
'
23(21) �,
o �`
N
c.
N
O
N Q
LO N
T
T
M
18(14)
WCR-40 & WCR-29
03
O
r
LO
T
�4
25(13)
2(2)
X2(1)
627(1108)
WCR-40 & US -85
LEGEND
Study Area Key Intersection
Project Access Intersection
XXX(XXX) Weekday AV(PIV)
Peak Hour Traffic Volumes
XX, X00
Estimated Daily Traffic Volume
i lumpy)» morn �
r III MI 'Min in IR j
N O RTH
NTS 096548016
c _
00
M
0 0
T
�r
Z0
WCR-40 & SH-60
8(14)
X5(1)
L- 10(8)
1
PASSENGER CAR EQUIVALENT
CO
Qo
� 3- co N
O O I-
I- 71- N
1 l
V
`--- 23(29)
<
�
5(1)
,-- 25(23)
15(26) —
�I
��
1(2)
>
a Qi=
`-' O N
r
6 (9) --1,
'At N
in
N
N
O
O
r
O
O
r
10(10)
16(13)
10(10) -
9(13)
WCR-40 ACCESS
PASSENGER CAR EQUIVALENT
r1
N- N
E
N N
O O
co r
1
tz
a
2
� N i
ic
r
, -- 28(15)
; 2(2)
— 2(1)
22(27)
3(1)
23(22)
_
-��
N O7
o T
N
h
O
h
c
r
�°
-
-
>
--,.
J
FIGURE 9
STREAR PROPERTY SOIL MINE
WELD COUNTY, COLORADO
2029 TOTAL TRAFFIC VOLUMES
19(15)
0
O
r
WCR-40 & WCR-29
C
CO
r
1
L0
1
WCR-40 & US -85
J
LEGEND
Study Area Key Intersection
Project Access Intersection
XXX(XXX) Weekday AIV(PN/)
Peak Hour Traffic Volumes
XX,X00
Estimated Daily Traffic Volume
i lumpy)» Horn �
tIN WIN Illg IN MIN \NIP 1
r INI IN NMI MB IMP IR j
Kiml • *Horn
IV O RTH
NTS 096548016
1
O
LO
J
WCR-40 & SH-60
CU
N�
J
1/VCR- 40 ACCESS
FIGURE 10
STREAR PROPERTY SOIL V
WELD COUNTY, COLORADO
2025 RECOMMENDED
GEOMETRY AND CONTROL
INE
I
C
WCR-40 & WCR-29
J
1
200'+175'T
ACC EL
ACC EL
760'+18L
N
WCR-40 & US -85
LEGEND
Study Area Key Intersection
Project Access Intersection
Stop Controlled Approach
Improvement
f--100' Turn Lane Length (feet)
1
MRS a
i mmievymorn �
MB OM NM In ON j
Intersection Count Sheets
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and SH 60
File Name : 1 WCR 40 and SH 60 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 1
Groups
Printed- Automobiles
-
Bicycle
and
Pedestrian
WCR
Eastbound
40
WCR
Westbound
40
SH
Northbound
60
SH
Southbound
60
Start
Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
07:00 AM
2
0 2
0
4
2 0 2
0
4
0
42
1
0
43
0
104
4
0
108
159
07:15
AM
5
1
2
0
8
1 0 1
0
2
1
58 1
0
60
0
101
0
0
101
171
07:30 AM
5
0 0
0
5
0 1
0
0
1
0
64
0
0
64
0
93 4
0
97
167
07:45
AM
1
0 1
0
2
1
3 0
0
4
0
59 0
0
59
1
54
1
0
56
121
Total
13
1
5
0
19
4
4 3
0
11
1
223 2
0
226
1
352 9
0
362
618
08:00 AM
08:15 AM
08:30 AM
08:45 AM
3
5
2
1
0
0
0
0
0
0
1
0
0
0
0
0
3
5
3
1
5 0 0 0 5
0 0 0 0 0
0 0 1 0 1
0 0 0 0 0
1 48
0 57
2 53
0 54
0 0 49
2 0 59
0 0 55
0 0 54
0 89
0 57
0 82
0 69
3 0 92
0 0 57
0 0 82
1 0 70
149
121
141
125
Total
11 0 1 0
12
5 0 1 0 6
3 212 2 0 217
0 297 4 0 301
536
Grand
Apprch
Total
%
24
77.4
1
3.2
6 0
19.4 0
31
9 4 4 0
52.9 23.5 23.5 0
17
4
0.9
435 4
98.2 0.9
0
0
443
1 649
0.2 97.9
13 0
2 0
663
1154
Total
%
2.1
0.1
0.5 0
2.7
0.8 0.3 0.3 0
1.5
0.3
37.7 0.3 0
38.4
0.1 56.2 1.1
0
57.5
Automobiles
24
1
6 0
31
9 4 4 0
17
4
435 4
0
443
1 649
13 0
663
1154
% Automobiles
100
100
100 0
100
100 100
100 0
100
100
100 100
0
100
100
100
100
0
100
100
Bicycle and Pedestrian
0 0 0 0
0
0 0 0 0
0
0
0 0 0
0
0 0 0 0
0
0
Bicycle and
0 0 0 0
0
0 0 0 0
0
0
0 0 0
0
0 0 0 0
0
0
Pedestrian
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and SH 60
File Name : 1 WCR 40 and SH 60 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 2
o
0_
U
To
5
H
C
C
Q
N O N
X) LO
T CO
M
T
C'7
T O
N
T
N
N
N
O
T
co O
co
O O
O
H
E
0= 1
SH 60
Out In
463
0
463
663
0
663
Total
1126
0
1126
13
649
1
0
0
0
0
0
13
649
1
0
Right Thru
-sir
Left Peds
North
5/16/2024 07:00 AM
5/16/2024 08:45 AM
Automobiles
Bicycle and Pedestrian
L
Left Thru Right Peds
4
435
4
0
0
0
0
0
4
435
4
0
664
0
664
Out
X1'13
0
/1/13
In
SH 60
1107
0
1107
Total
T2
H
4 7
C
r
CD
CD
C1
Cn
- N O -N
- N CD -N
CD Ca C9
CD
CD CD
O-)
O O)
CD ---.1
N
co
N
o Co
_ 0
= M
-.
CD
o
a}
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and SH 60
File Name : 1 WCR 40 and SH 60 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 3
WCR
Eastbound
40
WCR
Westbound
40
Northbound
SH
60
SH
Southbound
60
Start Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM
07:15 AM
07:30 AM
07:45 AM
2 0 2 0
5 1 2 0
5 0 0 0
1
0 1
0
4
8
5
2
2 0 2 0 4
1 0 1 0 2
0 1 0 0 1
1
3
0 0
4
0 42
1 58
0 64
0 59
1 0 43
1 0 60
0 0 64
59
0 0
0 104 4
0 101 0
0 93 4
1 54 1
0 108
0 101
0 97
56
0
Total Volume
App. Total
13 1 5 0 19
68.4 5.3 26.3 0
4 4 3 0 11
36.4 36.4 27.3
0
1 223 2 0 226
0.4 98.7 0.9
0
1 352 9
0.3 97.2 2.5
0 362
0
159
171
167
121
618
PHF
.650 .250 .625 .000 .594
.500 .333 .375 .000 -688
.250 .871 .500 .000 -883
.250 .846 .563 .000 -838
.904
SH 60
Out In Total
CC
U
O
co
co
T
M
T
T
LC)
C)
D
I -
cn
-cs
0_
239
362
601
9
352
1
a
Right Thru
Left Peds
Peak Hour Data
A.
North
Peak Hour Begins at 07:00 AM
Automobiles
Bicycle and Pedestrian
Left Thru Right Peds
1
223
2
a
ik cQ
J
,
TH
J
V
o
0_
cn
W
Y
Q
O
c
rh
361
226
587
Out In Total
SH 60
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and SH 60
R
D
C
Ridgeview Data
Collection
Image 1
File Name : 1 WCR 40 and SH 60 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 4
The number of pedestrians shown on this report is representative of the crossing on the
approaching leg, i.e. pedestrians crossing the north side of the intersection are counted
as pedestrians in the southbound crosswalk, as that is the approaching leg that they are
crossing (see figure below). Diagonal crossings are counted on the two legs that will get
the pedestrian to the same end point. Diagonals can be counted separately if
discussed prior to count.
Counted as 1 Ped in
Southbound Column
Counted as 1 Ped in
Northbound Column
Southbound
Traffic
11
-
ir-nR
�L _uuC`'
nnnn.�
n uuuLTC
Northtn:Lin f
i rdlfic
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and SH 60
File Name : 1 WCR 40 and SH 60 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 1
Groups
Printed- Automobiles
-
Bicycle
and
Pedestrian
WCR
Eastbound
40
WCR
Westbound
40
SH
Northbound
60
SH
Southbound
60
Start
Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
04:00
PM
2
0 1
0
3
0 2 1
0
3
1
126
1
0
128
0
87 3
0
90
224
04:15
PM
0
1
2
0
3
0 0 1
0
1
1
123 0
0
124
1
68 2
0
71
199
04:30
PM
0
1
1
0
2
0 0 0
0
0
0
118
0
0
118
1
69 4
0
74
194
04:45
PM
2
1
1
0
4
1
0 1
0
2
1
135
1
0
137
0
80 1
0
81
224
Total
4
3 5
0
12
1
2 3
0
6
3
502 2
0
507
2
304
10
0
316
841
05:00 PM
05:15 PM
05:30 PM
05:45 PM
10
2
8
2
1
0
0
1
3
2
2
2
0
0
0
0
14
4
10
5
1 1
4
0
6
0 0 0 0 0
1 0
3
0
4
0 0 1 0 1
4 133 1 0
1 121
1 131 2
1 120
0 0
0
0 0
138
122
134
121
0
1
1
0
63 2
94
88
56 3
0
1 0
0 0
0
65
96
89
59
223
222
237
186
Total
22 2 9
0
33
2
1
8
0
11
7 505 3 0 515
2 301 6 0 309
868
Grand
Apprch
Total
%
26 5 14
57.8 11.1 31.1
0
0
45
3 3 11
17.6 17.6 64.7
0
0
17
10
1007 5 0
1 98.5 0.5 0
1022
4
0.6
605 16
96.8 2.6
0
0
625
1709
Total
%
1.5 0.3 0.8 0
2.6
0.2 0.2 0.6 0
1
0.6 58.9 0.3 0
59.8
0.2
35.4 0.9 0
36.6
Automobiles
26 5 14
0
45
3 3 11
0
17
10
1007 5 0
1022
4
605 16
0
625
1709
% Automobiles
100 100 100
0
100
100 100 100
0
100
100
100 100 0
100
100
100 100
0
100
100
Bicycle and Pedestrian
0 0 0 0
0
0 0 0 0
0
0 0 0 0
0
0
0 0 0
0
0
Bicycle and
0 0 0 0
0
0 0 0 0
0
0 0 0 0
0
0
0 0 0
0
0
Pedestrian
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and SH 60
File Name : 1 WCR 40 and SH 60 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 2
o
i
U
To
5
H
C
C
Q
'Kt o dr
� �
� CD
t
Cr) CD
N
rn
N
� o
CO
LC) o
ur)
7I -o
T
-,-
0 O
O
E
1
SH 60
Out In
1044
0
1011
625
0
625
Total
1669
0
1669
16
605
4
0
0
0
0
0
16
605
4
0
Right Thru
-i.-
Left Peds
North
5/16/2024 04:00 PM
5/16/2024 05:45 PM
Automobiles
Bicycle and Pedestrian
L
Left Thru Right Peds
10
1007
5
0
0
0
0
0
10
1007
5
0
622
0
622
Out
1022
0
1022
In
1644
0
1644
Total
T
a
Vr
H
7
r
m
CD
CD
C1
Cn
_i..Q_i.
W CD CJJ
CO Ca CO
0
0 Q
o-1
CD ---.1
co
CD
Co
O
2
-0
= M
-IS.
C]
o
a}
SH 60
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and SH 60
File Name : 1 WCR 40 and SH 60 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 3
WCR
Eastbound
40
WCR
Westbound
40
Northbound
SH
60
SH
Southbound
60
Start Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM
05:00 PM
05:15 PM
05:30 PM
2 1 1
10
2 0 2 0
8 0 2
0
1 3 0
0
4
14
4
10
1 0 1 0 2
1 1 4
0 0 0
1
0 6
0 0
0 3 0
4
1 135
4 133
1 121
1 131
1 0 137
1 0 138
0 0 122
0 134
2
0 80 1 0 81
0 63 2 0 65
1 94 1 0 96
1 88 0 0 89
Total Volume
App. Total
22 2 8
0 32
68.8 6.2 25 0
3 1 8 0 12
25 8.3 66.7
0
7 520 4
1.3 97.9 0.8
0 531
0
2 325 4
0.6 98.2 1.2
0 331
0
224
223
222
237
906
PHF
.550 .500 .667 .000 .571
.750 .250 .500 .000 .500
.438 .963 .500 .000 .962
.500 .864 .500 .000 .862
.956
0C
U
T6
O
H
C
O
cv
co
N
N
N
N
T
CO
O
D
H
cn
-c;
0_
SH 60
Out In Total
550
331
881
4
325
2
a
Right Thru
Left Peds
Peak Hour Data
A.
North
Peak Hour Begins at 04:45 PM
Automobiles
Bicycle and Pedestrian
Left Thru Right Peds
7
520
4
a
H
4----7
V
o
0_
cn
CO
CO
W
0
N
iv
0
O
c
336
531
867
Out In Total
SH 60
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and SH 60
R
D
C
Ridgeview Data
Collection
Image 1
File Name : 1 WCR 40 and SH 60 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 4
The number of pedestrians shown on this report is representative of the crossing on the
approaching leg, i.e. pedestrians crossing the north side of the intersection are counted
as pedestrians in the southbound crosswalk, as that is the approaching leg that they are
crossing (see figure below). Diagonal crossings are counted on the two legs that will get
the pedestrian to the same end point. Diagonals can be counted separately if
discussed prior to count.
Counted as 1 Ped in
Southbound Column
Counted as 1 Ped in
Northbound Column
Southbound
Traffic
11
-
ir-nR
�L _uuC`'
nnnn.�
n uuuLTC
Northtn:Lin f
i rdlfic
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and WCR 29
File Name : 2 WCR 40 and WCR 29 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 1
Groups
Printed- Automobiles
-
Bicycle
and
Pedestrian
WCR
Eastbound
40
WCR
Westbound
40
WCR
Northbound
29
WCR
Southbound
29
Start
Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
07:00 AM
0
1
0
0
1
0 1
0
0
1
1 1
0
0
2
0
1
0
0
1
5
07:15
AM
2
1
0
0
3
0 3 0
0
3
1 1
0
0
2
0
0 1
0
1
9
07:30 AM
0
2 0
0
2
0 4
0
0
4
0 2 0
0
2
1
1
1
0
3
11
07:45
AM
0
2 0
0
2
0 1
0
0
1
0 3 0
0
3
0
0 1
0
1
7
Total
2
6 0
0
8
0 9 0
0
9
2 7 0
0
9
1
2 3
0
6
32
08:00 AM
08:15 AM
08:30 AM
08:45 AM
1
0
0
0
0
1
0
0
0
0
0
1
0
0
0
0
1
1
0
1
0 0 0 0 0
0 2 0 0 2
0 1 0 0 1
0 0 0 0 0
0 3 0 0 3
0 4 0 0 4
0 2 0 0 2
0 0 0 0 0
0 1 2 0 3
0 1 0 0 1
0 0 0 0 0
0 1 0 0 1
7
8
3
2
Total
1 1 1 0
3
0 3 0 0 3
0 9 0 0 9
0 3 2 0 5
20
Grand Total
3 7 1
0
11
0
12
0
0
12
2 16 0
0
18
1 5 5 0
11
52
Apprch
%
27.3 63.6 9.1
0
0
100
0
0
11.1 88.9 0
0
9.1 45.5 45.5 0
Total
%
5.8 13.5 1.9
0
21.2
0
23.1 0
0
23.1
3.8 30.8 0
0
34.6
1.9
9.6 9.6 0
21.2
Automobiles
3 7 1
0
11
0
12
0
0
12
2 16 0
0
18
1 5 5 0
11
52
% Automobiles
100 100 100
0
100
0
100
0
0
100
100 100
0
0
100
100
100 100 0
100
100
Bicycle and Pedestrian
0 0 0 0
0
0
0 0
0
0
0 0 0
0
0
0 0 0 0
0
0
Bicycle and
0 0 0 0
0
0
0 0
0
0
0 0 0
0
0
0 0 0 0
0
0
Pedestrian
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and WCR 29
File Name : 2 WCR 40 and WCR 29 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 2
o
i
U
-000
-5-'
C' 7 C'7
H
C
48
T C)
T
T
1-
d') CD
T
rn
T
M CD
co
IN --o
N.
r O
7 -
CD CD
CD
Out
19
0
19
WCR 29
In Total
11
0
11
30
0
30
5
5
1
0
0
0
0
0
5
5
1
0
Right Thru
-i.-
Left Peds
North
5/16/2024 07:00 AM
5/16/2024 08:45 AM
Automobiles
Bicycle and Pedestrian
S
Left Thru Right Peds
2
16
0
0
0
0
0
0
2
16
0
0
6
0
6
Out
18
0
18
24
0
24
In Total
WCR 29
T2
H
7
C
CD
-0
CD
/CL
U}
O O O
N CD N
CD CD Ca
CD
CD O
CO
O 00
N
O N
O
2
- 0
= M
CD
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and WCR 29
File Name : 2 WCR 40 and WCR 29 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 3
WCR
Eastbound
40
WCR
Westbound
40
Northbound
WCR
29
WCR
Southbound
29
Start Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM
07:30 AM
07:45 AM
08:00 AM
2
1 0 0
0 2 0 0
0 2 0 0
1
0 0 0
3
2
2
1
0 3 0 0 3
0 4 0 0 4
0 1 0 0 1
0 0
0 0
0
1
0
0
1 0 0 2
2 0 0 2
3
0 0
0 3 0 0
3
3
0 0 1 0 1
1 1 1 0 3
0 0 1 0 1
0 1
2
0
3
Total Volume
App. Total
3 5 0 0 8
37.5 62.5 0 0
0 8 0 0 8
0 100 0 0
1 9
10 90
0 0 10
0 0
1 2 5 0 8
12.5 25 62.5 0
9
11
7
7
34
PHF
.375 .625 .000 .000 .667
.000 .500 .000 .000 .500
.250 .750 .000 .000 .833
.250 .500 .625 .000 .667
.773
OC
U
TO
O
H
O
N
N
CO
M
LO
O
C)
D
H
cn
-c;
0_
WCR 29
Out In Total
12
8
20
5
2
1
a
Right Thru
Left Peds
Peak Hour Data
A.
North
Peak Hour Begins at 07:15 AM
Automobiles
Bicycle and Pedestrian
Left Thru Right Peds
1
9
a
a
V
o
O_
cn
O
CO
C7)
a
Q
CO
Y
O
c
0
= Il
O
2
10
12
Out In Total
WCR 29
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and WCR 29
R
D
C
Ridgeview Data
Collection
Image 1
File Name : 2 WCR 40 and WCR 29 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 4
The number of pedestrians shown on this report is representative of the crossing on the
approaching leg, i.e. pedestrians crossing the north side of the intersection are counted
as pedestrians in the southbound crosswalk, as that is the approaching leg that they are
crossing (see figure below). Diagonal crossings are counted on the two legs that will get
the pedestrian to the same end point. Diagonals can be counted separately if
discussed prior to count.
!Counted as 1 Ped in
Southbound Column fr
Counted as 1 Ped in
Northbound Column
Southbound
Traffic
11
-
ir-nR
�L _uuC`'
nnnn.�
n uuuLTC
Northh.uri;i
i rdlfic
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and WCR 29
File Name : 2 WCR 40 and WCR 29 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 1
Groups
Printed- Automobiles
-
Bicycle
and
Pedestrian
WCR
Eastbound
40
WCR
Westbound
40
WCR
Northbound
29
WCR
Southbound
29
Start
Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
04:00
PM
2
1
1
0
4
0 1
0
0
1
1
3 0
0
4
0
1
3
0
4
13
04:15
PM
1
2 0
0
3
0 0 0
0
0
0 1
0
0
1
0
1
2
0
3
7
04:30
PM
3
1
0
0
4
0 1
0
0
1
0 3 0
0
3
0
0 1
0
1
9
04:45
PM
0
0 0
0
0
0 2 0
0
2
0 2 0
0
2
0
0 0
0
0
4
Total
6
4
1
0
11
0 4 0
0
4
1
9 0
0
10
0
2 6
0
8
33
05:00 PM
05:15 PM
05:30 PM
05:45 PM
0
1
1
1
3
0
2
2
0
0
0
0
0
0
0
0
3
1
3
3
0 1 0 0 1
0 0 0 0 0
0 2 0 0 2
1 0 0 0 1
0 1 0 0 1
1 0 0 0 1
1 0 0 0 1
0 1 0 0 1
0 0 1 0 1
0 0 0 0 0
0 0 0 0 0
0 0 1 0 1
6
2
6
6
Total
3 7 0 0
10
1 3 0 0 4
2 2 0 0 4
0 0 2 0 2
20
Grand
Apprch
Total
%
9 11
42.9 52.4
4.8
1
0
0
21
1
12.5
7 0
87.5 0
0
0
8
3 11
21.4 78.6
0
0
0
0
14
0
0
2 8 0
20 80 0
10
53
Total
%
17 20.8 1.9
0
39.6
1.9
13.2 0
0
15.1
5.7 20.8 0
0
26.4
0
3.8 15.1 0
18.9
Automobiles
9 11
1
0
21
1
7 0
0
8
3 11
0
0
14
0
2 8 0
10
53
% Automobiles
100
100
100
0
100
100
100 0
0
100
100 100
0
0
100
0
100 100 0
100
100
Bicycle and Pedestrian
0 0 0 0
0
0 0 0
0
0
0 0 0
0
0
0
0 0 0
0
0
Bicycle and
0 0 0 0
0
0 0 0
0
0
0 0 0
0
0
0
0 0 0
0
0
Pedestrian
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and WCR 29
File Name : 2 WCR 40 and WCR 29 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 2
o
i
U
- C3)O C3) 00
o�
H
C
48
T CD
N
T
N
CO a
T
CO
T
rn 0
rn
T O
T
T
1-
1- 0
1-
O 0
0
Lt
H
E
lz 1
Out
20
0
20
WCR 29
In Total
10
0
10
30
0
30
8
2
0
0
0
0
0
0
8
2
0
0
Right Thru
-sir
Left Peds
North
5/16/2024 04:00 PM
5/16/2024 05:45 PM
Automobiles
Bicycle and Pedestrian
S
Left Thru Right Peds
3
11
0
0
0
0
0
0
3
11
0
0
4
0
4
Out
14
0
14
18
0
18
In Total
WCR 29
T 2
H
4 7
C
C
CD
000
--.1 O --.1
0
0
0 O
0
CO
0 CO
_L.
CD
_L
0 CD
W
O
2
- 0
= M
0
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and WCR 29
File Name : 2 WCR 40 and WCR 29 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 3
WCR
Eastbound
40
WCR
Westbound
40
Northbound
WCR
29
WCR
Southbound
29
Start Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM
04:15 PM
04:30 PM
04:45 PM
2 1 1 0
1 2 0 0
3
1 0 0
0 0 0 0
4
3
4
0
0 1 0 0 1
0 0 0 0 0
0 1 0 0 1
0
2
0 0
2
1
0
0
3 0 0 4
1 0 0 1
3 0 0 3
0 2 0 0
2
0 1 3 0 4
0 1 2 0 3
0 0 1 0 1
0 0 0 0
0
Total Volume
App. Total
6 4 1 0 11
54.5 36.4 9.1 0
0 4 0 0 4
0 100 0 0
1 9
10 90
0 0 10
0 0
0 2 6 0 8
0 25 75 0
13
7
9
4
33
PHF
.500 .500 .250 .000 .688
.000 .500 .000 .000 .500
.250 .750 .000 .000 .625
.000 .500 .500 .000 .500
.635
CC
U
T6
O
H
O
N
N
T
T
Co
T
T
T
C)
D
2C- -—►
I —
cn
^�
LL
WCR 29
Out In Total
15
8
23
6
2
a
a
Right Thru
Left Peds
Peak Hour Data
A.
North
Peak Hour Begins at a4:aa PM
Automobiles
Bicycle and Pedestrian
Left Thru Right Peds
1
9
a
a
H
4---7
V
o
0_
cn
O
Y
a
Q
Y
CO
O
c
3
10
13
Out In Total
WCR 29
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and WCR 29
R
D
C
Ridgeview Data
Collection
Image 1
File Name : 2 WCR 40 and WCR 29 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 4
The number of pedestrians shown on this report is representative of the crossing on the
approaching leg, i.e. pedestrians crossing the north side of the intersection are counted
as pedestrians in the southbound crosswalk, as that is the approaching leg that they are
crossing (see figure below). Diagonal crossings are counted on the two legs that will get
the pedestrian to the same end point. Diagonals can be counted separately if
discussed prior to count.
Counted as 1 Ped in
Southbound Column
Counted as 1 Ped in
Northbound Column
Southbound
Traffic
11
-
ir-nR
�L _uuC`'
nnnn.�
n uuuLTC
Northtn:Lin f
i rdlfic
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and US 85
File Name : 3 WCR 40 and US 85 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 1
Groups
Printed- Automobiles
-
Bicycle
and
Pedestrian
WCR
Eastbound
40
WCR
Westbound
40
Northbound
US
85
US
Southbound
85
Start
Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
07:00 AM
0
0 0
0
0
0 1
2
0
3
0
155
1
0
156
3
231
0
0
234
393
07:15
AM
1
0 1
0
2
1 1
8
0
10
0
139 3
0
142
3
227 2
0
232
386
07:30 AM
0
1
2
0
3
0 0 9
0
9
0
163
2
0
165
5
236 5
0
246
423
07:45
AM
1
2 0
0
3
1
0 5
0
6
0
151
1
0
152
4
186
2
0
192
353
Total
2
3 3
0
8
2 2 24
0
28
0
608 7
0
615
15
880 9
0
904
1555
08:00 AM
08:15 AM
08:30 AM
08:45 AM
0
1
0
0
0
0
1
0
1
0
0
0
0
0
0
0
1
1
1
0
0 0 4 0 4
2 0 6 0 8
2 2 4 0 8
1 0 8 0 9
0
0
0
0
126
83
139
122
2 0 128
4 0 87
3 0 142
4 0 126
3 140
4 144
4 154
6 109
0 0 143
2 0 150
0 0 158
0 0 115
276
246
309
250
Total
1 1 1 0
3
5 2 22 0 29
0 470 13 0 483
17 547 2 0 566
1081
Grand
Apprch
Total
%
3 4 4
27.3 36.4 36.4
0
0
11
7 4
12.3 7
46
80.7
0
0
57
0
0
1078 20 0
98.2 1.8 0
1098
32 1427 11
2.2 97.1 0.7
0
0
1470
2636
Total
%
0.1 0.2 0.2 0
0.4
0.3 0.2
1.7
0
2.2
0
40.9 0.8 0
41.7
1.2 64.1 0.4 0
55.8
Automobiles
3 4 4
0
11
7 4
46
0
57
0
1078 20 0
1098
32 1427 11
0
1470
2636
% Automobiles
100
100
100
0
100
100 100
100
0
100
0
100 100 0
100
100 100 100
0
100
100
Bicycle and Pedestrian
0 0 0 0
0
0 0
0 0
0
0
0 0 0
0
0 0 0 0
0
0
Bicycle and
0 0 0 0
0
0 0
0 0
0
0
0 0 0
0
0 0 0 0
0
0
Pedestrian
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and US 85
File Name : 3 WCR 40 and US 85 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 2
cfl o cfl
N N
O
C
U
T
T
u7
T
CO O
71-o
�o
O O
Lt
N
J
' 1
US 85
Out In
1127
0
1127
1470
0
1470
Total
2597
0
2597
11
1427
32
0
0
0
0
0
11
1427
32
0
Right Thru
Left Peds
North
5/16/2024 07:00 AM
5/16/2024 08:45 AM
Automobiles
Bicycle and Pedestrian
r -D
Left Thru Right Peds
0
1078
20
0
0
0
0
0
0
1078
20
0
1438
0
1438
Out
1098
0
1098
In
US 85
2536
0
2536
Total
7
r
CD
07
O 07
O -N
o�
Q
Q Q
U1
07
U1
O 07
_L
Q CO
W
O
C
r -r
M
O
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and US 85
File Name : 3 WCR 40 and US 85 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 3
WCR
Eastbound
40
WCR
Westbound
40
Northbound
US
85
US
Southbound
85
Start Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM
07:15 AM
07:30 AM
07:45 AM
0 0 0 0
1 0 1 0
0 1
1
2
2
0
0 0
0
2
3
3
0 1 2 0
1 1 8 0
0 0
1
0
9
5
0
0
3
10
9
6
0 155
0 139
0 163
0 151
1 0
3
2
1
0
0
0
156
142
165
152
3 231
3 227 2
5 236
4 186
5
2
0 0
0
0
0
234
232
246
192
Total Volume
App. Total
2 3 3
25 37.5 37.5
0
0
8
2 2 24
7.1 7.1 85.7
0
0
28
0 608 7
0 98.9 1.1
0 615
0
15 880
1.7 97.3
9 0 904
1 0
393
386
423
353
1555
PHF
.500 .375 .375 .000 .667
.500 .500 .667 .000 .700
.000 .933 .583 .000 .932
.750 .932 .450 .000 -919
.919
CC
U
T6
45
H
O
07
T
CO
N
co
co
C)
D
H
cn
-cs
0_
US 85
Out In Total
634
904
1538
9
880
15
0
Right Thru
Left Peds
Peak Hour Data
A.
North
Peak Hour Begins at 07:00 AM
Automobiles
Bicycle and Pedestrian
Left Thru Right Peds
0
608
7
0
H
4-7
V
o
0_
cn
N
N
N
c_n
N
Q
N
co
cm
(so
O
c
_c")
= Il
ca
885
615
1500
Out In Total
US 85
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and US 85
R
D
C
Ridgeview Data
Collection
Image 1
File Name : 3 WCR 40 and US 85 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 4
The number of pedestrians shown on this report is representative of the crossing on the
approaching leg, i.e. pedestrians crossing the north side of the intersection are counted
as pedestrians in the southbound crosswalk, as that is the approaching leg that they are
crossing (see figure below). Diagonal crossings are counted on the two legs that will get
the pedestrian to the same end point. Diagonals can be counted separately if
discussed prior to count.
!Counted as 1 Ped in
Southbound Column fr
Counted as 1 Ped in
Northbound Column
Southbound
Traffic
11
-
ir-nR
�L _uuC`'
nnnn.�
n uuuLTC
Northh.uri;i
i rdlfic
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and US 85
File Name : 3 WCR 40 and US 85 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 1
Groups
Printed- Automobiles
-
Bicycle
and
Pedestrian
WCR
Eastbound
40
WCR
Westbound
40
Northbound
US
85
US
Southbound
85
Start
Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
04:00
PM
1
0 0
0
1
1
1
3
0
5
0
271
0
0
271
4
132
0
0
136
413
04:15
PM
2
0 0
0
2
1 0 3
0
4
0
250 0
0
250
4
183
0
0
187
443
04:30
PM
1
0 1
0
2
1
0 2
0
3
0
222 1
0
223
4
169
2
0
175
403
04:45
PM
1
0 0
0
1
0 1
2
0
3
2
256 0
0
258
4
152
0
0
156
418
Total
5
0 1
0
6
3 2 10
0
15
2
999 1
0
1002
16
636 2
0
654
1677
05:00 PM
05:15 PM
05:30 PM
05:45 PM
3
0
2
2
1
0
0
0
0
1
0
0
0
0
0
0
4
1
2
2
1 0 4 0 5
0 0 6 0 6
0 1 1 0 2
0 0 3 0 3
0 261
0 295
0 263
0 252
0 0 261
1 0 296
0 0 263
1 0 253
3 145
0 193
3 173
1 124
1 0 149
1 0 194
1 0 177
0 0 125
419
497
444
383
Total
7 1 1 0
9
1 1 14 0 16
0 1071
2 0 1073
7 635 3 0 645
1743
Grand Total
12 1
2 0
15
4 3 24 0
31
2 2070 3 0
2075
23 1271 5 0
1299
3420
Apprch
%
80 6.7 13.3 0
12.9 9.7 77.4 0
0.1 99.8 0.1 0
1.8 97.8 0.4 0
Total
%
0.4 0 0.1 0
0.4
0.1 0.1 0.7 0
0.9
0.1 60.5 0.1 0
60.7
0.7 37.2 0.1 0
38
Automobiles
12 1
2 0
15
4 3 24 0
31
2 2070 3 0
2075
23 1271 5 0
1299
3420
% Automobiles
100
100
100
0
100
100 100
100 0
100
100
100 100
0
100
100 100 100
0
100
100
Bicycle and Pedestrian
0 0 0 0
0
0 0 0 0
0
0 0 0 0
0
0 0 0 0
0
0
Bicycle and
0 0 0 0
0
0 0 0 0
0
0 0 0 0
0
0 0 0 0
0
0
Pedestrian
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and US 85
File Name : 3 WCR 40 and US 85 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 2
C
0=
U
LC) CD In
N N
T
CD CD
T
0
T
N O
T
N
T
T
0
T
N O
N
CD CD
0= 1
US 85
Out In
2106
0
2106
1299
0
1299
Total
3405
0
3405
5
1271
23
0
0
0
0
0
5
1271
23
0
Right Thru
Left Peds
North
5/16/2024 04:00 PM
5/16/2024 05:45 PM
Automobiles
Bicycle and Pedestrian
r -D
Left Thru Right Peds
2
2070
3
0
0
0
0
0
2
2070
3
0
1277
0
1277
Out
2075
0
2075
In
US 85
3352
0
3352
Total
Tg
4 7
Vr
r
CD
N N
-P O -P
W O CO
-Po-P
Q
Q Q
N
V
CO
O
CO
O
C
M
0
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and US 85
File Name : 3 WCR 40 and US 85 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 3
WCR
Eastbound
40
WCR
Westbound
40
Northbound
US
85
US
Southbound
85
Start Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM
05:00 PM
05:15 PM
05:30 PM
1 0 0 0
3 1 0 0
0 0 1 0
2 0 0 0
1
4
1
2
0 1 2 0 3
1 0 4 0 5
0 0 6 0
0 1
1
0
6
2
2 256
0 261
0 295
0 263
0 0 258
0 0 261
1 0 296
0 0 263
4 152
3 145
0 193
3 173
0
1
1
1
0 156
0 149
0 194
0 177
Total Volume
App. Total
6 1 1 0 8
75 12.5 12.5 0
1 2 13 0 16
6.2 12.5 81.2
0
2 1075 1
0.2 99.7 0.1
0 1078
0
10 663 3
1.5 98.1 0.4
0 676
0
418
419
497
444
1778
PHF
.500 .250 .250 .000 .500
.250 .500 .542 .000 .667
.250 .911 .250 .000 .910
.625 .859 .750 .000 .871
.894
US 85
Out In Total
CC
U
=
O
T
CO
CO
N-
1 -
C)
D
I -
cn
ti
1094
676
1770
3
663
Right Thru
10
0
Left Peds
Peak Hour Data
A.
North
Peak Hour Begins at 04:45 PM
Automobiles
Bicycle and Pedestrian
S
Left Thru Right Peds
2
1075
1
0
H
4-7
7D
0_
cn
W
N
N
a
iv
a
c
rh
= Il
ca
665
1078
1743
Out In Total
US 85
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and US 85
R
D
C
Ridgeview Data
Collection
Image 1
File Name : 3 WCR 40 and US 85 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 4
The number of pedestrians shown on this report is representative of the crossing on the
approaching leg, i.e. pedestrians crossing the north side of the intersection are counted
as pedestrians in the southbound crosswalk, as that is the approaching leg that they are
crossing (see figure below). Diagonal crossings are counted on the two legs that will get
the pedestrian to the same end point. Diagonals can be counted separately if
discussed prior to count.
Counted as 1 Ped in
Southbound Column
Counted as 1 Ped in
Northbound Column
Southbound
Traffic
11
-
ir-nR
�L _uuC`'
nnnn.�
n uuuLTC
Northtn:Lin f
i rdlfic
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name : SH 60 south of WCR 40 Tues
Site Code : KHA 674
Start Date : 11/19/2024
Page No : 1
Groups
Printed-
Light
-
Heavy
Northbound
SH
60
SH
Southbound
60
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
12:00
AM
7 7
1
1
8
12:15
AM
2 2
3
3
5
12:30
AM
6 6
1
1
7
12:45
AM
6 6
1
1
7
Total
21
21
6
6
27
01:00 AM
01:15 AM
01:30 AM
01:45 AM
6
5
4
2
6
5
4
2
1
5
2
2
1
5
2
2
7
10
6
4
Total
02:00 AM
02:15 AM
02:30 AM
02:45 AM
17
2
1
3
3
17
2
1
3
3
10 10
3 3
3 3
3 3
8 8
27
5
4
6
11
Total
03:00 AM
03:15 AM
03:30 AM
03:45 AM
9
2
0
2
7
9
2
0
2
7
17 17
11
13
10
13
11
13
10
13
26
13
13
12
20
Total
04:00 AM
04:15 AM
04:30 AM
04:45 AM
11
7
8
5
12
11
7
8
5
12
47 47
22
30
38
58
22
30
38
58
58
29
38
43
70
Total
32
32
148 148
180
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name : SH 60 south of WCR 40 Tues
Site Code : KHA 674
Start Date : 11/19/2024
Page No : 2
Groups
Printed-
Light
-
Heavy__
Northbound
SH
60
SH
Southbound
60
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
05:00 AM
12
12
73
73
85
05:15
AM
17
17
90
90
107
05:30 AM
16
16
101
101
117
05:45
AM
32 32
137
137
169
Total
77 77
401
401
478
06:00 AM
06:15 AM
06:30 AM
06:45 AM
29
52
61
52
29
52
61
52
106
144
141
134
106
144
141
134
135
196
202
186
Total
07:00 AM
07:15 AM
07:30 AM
07:45 AM
194
58
72
72
77
194
58
72
72
77
525 525
119
105
103
75
119
105
103
75
719
177
177
175
152
Total
08:00 AM
08:15 AM
08:30 AM
08:45 AM
279
56
56
38
48
279
56
56
38
48
402 402
86
67
67
59
86
67
67
59
681
142
123
105
107
Total
09:00 AM
09:15 AM
09:30 AM
09:45 AM
198
42
48
48
35
198
42
48
48
35
279 279
75
47
46
45
75
47
46
45
477
117
95
94
80
Total
10:00 AM
10:15 AM
173
51
45
173
51
45
213 213
45 45
40 40
386
96
85
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name : SH 60 south of WCR 40 Tues
Site Code : KHA 674
Start Date : 11/19/2024
Page No : 3
Groups
Printed-
Light
-
Heavy__
Northbound
SH
60
SH
Southbound
60
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
10:30
10:45
AM
AM
53 53
46 46
42 42
38 38
95
84
Total
195
195
165
165
360
11:00 AM
11:15 AM
11:30 AM
11:45 AM
44
48
47
57
44
48
47
57
65
43
54
44
65
43
54
44
109
91
101
101
Total
12:00 PM
12:15 PM
12:30 PM
12:45 PM
196
48
42
48
42
196
48
42
48
42
206 206
29
45
44
45
29
45
44
45
402
77
87
92
87
Total
01:00 PM
01:15 PM
01:30 PM
01:45 PM
180
55
49
50
52
180
55
49
50
52
163 163
42
41
49
52
42
41
49
52
343
97
90
99
104
Total
02:00 PM
02:15 PM
02:30 PM
02:45 PM
206
58
72
67
73
206
58
72
67
73
184 184
46
46
45
58
46
46
45
58
390
104
118
112
131
Total
03:00 PM
03:15 PM
03:30 PM
03:45 PM
270
86
92
126
135
270
86
92
126
135
195 195
54
71
57
77
54
71
57
77
465
140
163
183
212
Total
439
439
259 259
698
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name : SH 60 south of WCR 40 Tues
Site Code : KHA 674
Start Date : 11/19/2024
Page No : 4
Groups
Printed-
Light
-
Heavy__
Northbound
SH
60
SH
Southbound
60
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
04:00
PM
131
131
93
93
224
04:15
PM
133
133
90
90
223
04:30
PM
132
132
85
85
217
04:45
PM
130
130
70
70
200
Total
526 526
338
338
864
05:00 PM
05:15 PM
05:30 PM
05:45 PM
134
129
123
117
134
129
123
117
76
90
79
64
76
90
79
64
210
219
202
181
Total
06:00 PM
06:15 PM
06:30 PM
06:45 PM
503
105
81
52
54
503
105
81
52
54
309 309
35
34
35
28
35
34
35
28
812
140
115
87
82
Total
07:00 PM
07:15 PM
07:30 PM
07:45 PM
292
46
29
46
41
292
46
29
46
41
132 132
25
21
19
10
25
21
19
10
424
71
50
65
51
Total
08:00 PM
08:15 PM
08:30 PM
08:45 PM
162
25
28
20
17
162
25
28
20
17
75 75
20
9
9
13
20
9
9
13
237
45
37
29
30
Total
09:00 PM
09:15 PM
90
19
27
90
19
27
51 51
18 18
10 10
141
37
37
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name : SH 60 south of WCR 40 Tues
Site Code : KHA 674
Start Date : 11/19/2024
Page No : 5
Groups
Printed-
Light
-
Heavy__
Northbound
SH
60
SH
Southbound
60
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
09:30
09:45
PM
PM
12
20 20
12
14
4
14
4
34
16
Total
78 78
46
46
124
10:00 PM
10:15 PM
10:30 PM
10:45 PM
14
15
9
17
14
15
9
17
11
12
6
5
11
12
6
5
25
27
15
22
Total
11:00 PM
11:15 PM
11:30 PM
11:45 PM
55
14
14
13
6
55
14
14
13
6
34 34
4 4
7
3
3
7
3
3
89
18
21
16
9
Total
Grand Total
Apprch %
Total
Light
% Light
47
4250
100
50.2
47
4250
50.2
17
4222
100
49.8
17
4222
49.8
64
8472
3914
92.1
3914
92.1
3911 3911
92.6 92.6
Heavy
Heavy
336
7.9
336
7.9
311 311
7.4 7.4
7825
92.4
647
7.6
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name
Site Code
Start Date
Page No
: SH 60 south of WCR 40 Tues
: KHA 674
: 11/19/2024
:6
Out
SH
In
60
12:00
11:45
Total
3914
336
3911
311
7825
647
4250
4222
8472
AM
PM
3911
311
4222
Thru
North
1
s
11/19/202
11/19/2024
Light
Heavy
Thru
s
3914
336
4250
3911
311
3914
336
7825
647
4222
4250
8472
Out
In
SH 60
Total
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name
Site Code
Start Date
Page No
: SH 60 south of WCR 40 Tues
: KHA 674
: 11/19/2024
:7
Northbound
SH
60
SH
Southbound
60
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
Peak Hour Analysis From 12:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 06:15 AM
06:15 AM
06:30 AM
06:45 AM
07:00 AM
Total Volume
% App. Total
PH
52
61
52
58
52
61
52
58
144
141
134
119
144
141
134
119
223
100
223
538
100
538
196
202
186
177
761
.914
.914
.934
.934
.942
Out
SH
In
60
Total
223
538
761
538
Thru
1
Peak
Data
Hour
North
Peak Hour Begins at 06:15 AM
Light
Heavy
Thru
223
538
223
761
Out
In Total
SH 60
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name :
Site Code :
Start Date :
Page No :
SH 60 south of WCR 40 Tues
KHA 674
11/19/2024
8
Northbound
SH
60
SH
Southbound
60
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
Peak Hour Analysis From 12:00 PM to 11:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:45 PM
03:45 PM
04:00 PM
04:15 PM
04:30 PM
Total Volume
% App. Total
PHF
135
131
133
132
135
131
133
132
77
93
90
85
77
93
90
85
531
100
531
345
100
345
212
224
223
217
876
.983
.983
.927
.927
.978
Out
SH
In
60
Total
531
345
876
345
Thru
1
Peak
Data
Hour
North
Peak Hour Begins at 03:45 PM
Light
Heavy
Thru
531
345
531
876
Out
In Total
SH 60
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name : SH 60 south of WCR 40 Wed
Site Code : KHA 674
Start Date : 11/20/2024
Page No : 1
Groups
Printed-
Light
-
Heavy
Northbound
SH
60
SH
Southbound
60
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
12:00
AM
4 4
7
7
11
12:15
AM
2 2
0
0
2
12:30
AM
10
10
3
3
13
12:45
AM
2 2
2
2
4
Total
18
18
12
12
30
01:00 AM
01:15 AM
01:30 AM
01:45 AM
5
9
5
3
5
9
5
3
2
0
2
3
2
0
2
3
7
9
7
6
Total
02:00 AM
02:15 AM
02:30 AM
02:45 AM
22
1
3
1
0
22
1
3
1
0
7 7
1 1
2 2
1 1
2 2
29
2
5
2
2
Total
03:00 AM
03:15 AM
03:30 AM
03:45 AM
5
1
1
4
6
5
1
1
4
6
6 6
14
11
9
15
14
11
9
15
11
15
12
13
21
Total
04:00 AM
04:15 AM
04:30 AM
04:45 AM
12
4
6
9
11
12
4
6
9
11
49 49
20
36
44
57
20
36
44
57
61
24
42
53
68
Total
30
30
157 157
187
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name : SH 60 south of WCR 40 Wed
Site Code : KHA 674
Start Date : 11/20/2024
Page No : 2
Groups
Printed-
Light
-
Heavy__
Northbound
SH
60
SH
Southbound
60
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
05:00 AM
10
10
75
75
85
05:15
AM
18
18
75
75
93
05:30 AM
21
21
136
136
157
05:45
AM
23 23
122
122
145
Total
72 72
408
408
480
06:00 AM
06:15 AM
06:30 AM
06:45 AM
46
54
55
50
46
54
55
50
111
138
161
125
111
138
161
125
157
192
216
175
Total
07:00 AM
07:15 AM
07:30 AM
07:45 AM
205
65
65
58
69
205
65
65
58
69
535 535
137
100
128
97
137
100
128
97
740
202
165
186
166
Total
08:00 AM
08:15 AM
08:30 AM
08:45 AM
257
48
63
52
43
257
48
63
52
43
462 462
73
67
63
41
73
67
63
41
719
121
130
115
84
Total
09:00 AM
09:15 AM
09:30 AM
09:45 AM
206
49
38
47
52
206
49
38
47
52
244 244
52
45
43
48
52
45
43
48
450
101
83
90
100
Total
10:00 AM
10:15 AM
186
54
53
186
54
53
188 188
51 51
50 50
374
105
103
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name : SH 60 south of WCR 40 Wed
Site Code : KHA 674
Start Date : 11/20/2024
Page No : 3
Groups
Printed-
Light
-
Heavy__
Northbound
SH
60
SH
Southbound
60
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
10:30
10:45
AM
AM
50 50
50 50
45
47
45
47
95
97
Total
207 207
193
193
400
11:00 AM
11:15 AM
11:30 AM
11:45 AM
42
36
47
45
42
36
47
45
50
48
43
54
50
48
43
54
92
84
90
99
Total
12:00 PM
12:15 PM
12:30 PM
12:45 PM
170
52
42
48
48
170
52
42
48
48
195 195
39
46
35
48
39
46
35
48
365
91
88
83
96
Total
01:00 PM
01:15 PM
01:30 PM
01:45 PM
190
49
43
52
63
190
49
43
52
63
168 168
38
41
36
54
38
41
36
54
358
87
84
88
117
Total
02:00 PM
02:15 PM
02:30 PM
02:45 PM
207
50
70
65
78
207
50
70
65
78
169 169
45
59
47
58
45
59
47
58
376
95
129
112
136
Total
03:00 PM
03:15 PM
03:30 PM
03:45 PM
263
86
105
95
141
263
86
105
95
141
209 209
59
64
61
75
59
64
61
75
472
145
169
156
216
Total
427
427
259 259
686
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name : SH 60 south of WCR 40 Wed
Site Code : KHA 674
Start Date : 11/20/2024
Page No : 4
Groups
Printed-
Light
-
Heavy__
Northbound
SH
60
SH
Southbound
60
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
04:00
PM
130
130
83
83
213
04:15
PM
141
141
103
103
244
04:30
PM
150
150
91
91
241
04:45
PM
139
139
95
95
234
Total
560 560
372
372
932
05:00 PM
05:15 PM
05:30 PM
05:45 PM
158
135
116
118
158
135
116
118
88
100
88
73
88
100
88
73
246
235
204
191
Total
06:00 PM
06:15 PM
06:30 PM
06:45 PM
527
114
110
70
68
527
114
110
70
68
349 349
58
36
29
34
58
36
29
34
876
172
146
99
102
Total
07:00 PM
07:15 PM
07:30 PM
07:45 PM
362
51
41
26
39
362
51
41
26
39
157 157
15
30
13
20
15
30
13
20
519
66
71
39
59
Total
08:00 PM
08:15 PM
08:30 PM
08:45 PM
157
28
29
23
16
157
28
29
23
16
78 78
12 12
13 13
24 24
21 21
235
40
42
47
37
Total
09:00 PM
09:15 PM
96
32
15
96
32
15
70 70
21 21
13 13
166
53
28
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name : SH 60 south of WCR 40 Wed
Site Code : KHA 674
Start Date : 11/20/2024
Page No : 5
Groups
Printed-
Light
-
Heavy__
Northbound
SH
60
SH
Southbound
60
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
09:30
09:45
PM
PM
16
17
16
17
12
6
12
6
22
29
Total
80 80
52 52
132
10:00 PM
10:15 PM
10:30 PM
10:45 PM
8
14
19
21
8
14
19
21
4
4
4
3
4
4
4
3
12
18
23
24
Total
11:00 PM
11:15 PM
11:30 PM
11:45 PM
62
9
9
9
14
62
9
9
9
14
15 15
1 1
7
1
2
7
1
2
77
10
16
10
16
Total
Grand Total
Apprch %
Total
Light
% Light
41
4362
100
50
41
4362
50
11
4365
100
50
11
4365
50
52
8727
4025
92.3
4025
92.3
4018 4018
92.1 92.1
Heavy
Heavy
337
7.7
337
7.7
347 347
7.9 7.9
8043
92.2
684
7.8
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name
Site Code
Start Date
Page No
: SH 60 south of WCR 40 Wed
: KHA 674
: 11/20/2024
:6
Out
SH
In
60
12:00
11:45
Total
4025
337
4018
347
8043
684
4362
4365
8727
AM
PM
4018
347
4365
Thru
North
1
s
11/20/202
11/20/2024
Light
Heavy
Thru
s
4025
337
4,362
4018
347
4025
337
8043
684
4365
4362
8727
Out
In
SH 60
Total
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name
Site Code
Start Date
Page No
: SH 60 south of WCR 40 Wed
: KHA 674
: 11/20/2024
:7
Northbound
SH
60
SH
Southbound
60
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
Peak Hour Analysis From 12:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 06:15 AM
06:15 AM
06:30 AM
06:45 AM
07:00 AM
Total Volume
% App. Total
PH
54
55
50
65
54
55
50
65
138
161
125
137
138
161
125
137
224
100
224
561
100
561
192
216
175
202
785
.862
.862
.871
.871
.909
Out
SH
In
60
Total
224
561
785
561
Thru
1
Peak
Data
Hour
North
Peak Hour Begins at 06:15 AM
Light
Heavy
Thru
224
561
224
785
Out
In Total
SH 60
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name
Site Code
Start Date
Page No
: SH 60 south of WCR 40 Wed
: KHA 674
: 11/20/2024
:8
Northbound
SH
60
SH
Southbound
60
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
Peak Hour Analysis From 12:00 PM to 11:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM
04:30 PM
04:45 PM
05:00 PM
Total Volume
% App. Total
PHF
141
150
139
158
588
100
141
150
139
158
588
103
91
95
88
377
100
103
91
95
88
377
244
241
234
246
965
.930
.930
.915
.915
.981
Out
SH
In
60
Total
588
377
965
377
Thru
1
Peak
Data
Hour
North
Peak Hour Begins at 04:15 PM
Light
Heavy
Thru
588
377
588
965
Out
In Total
SH 60
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name : SH 60 south of WCR 40 Thurs
Site Code : KHA 674
Start Date : 11/21/2024
Page No : 1
Groups
Printed-
Light
-
Heavy
Northbound
SH
60
SH
Southbound
60
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
12:00
AM
16
16
4
4
20
12:15
AM
6 6
3
3
9
12:30
AM
9 9
3
3
12
12:45
AM
8 8
4
4
12
Total
39 39
14
14
53
01:00 AM
01:15 AM
01:30 AM
01:45 AM
4
5
7
5
4
5
7
5
5
4
4
4
5
4
4
4
9
9
11
9
Total
02:00 AM
02:15 AM
02:30 AM
02:45 AM
21
0
1
0
2
21
0
1
0
2
17 17
1 1
7 7
3 3
7 7
38
1
8
3
9
Total
03:00 AM
03:15 AM
03:30 AM
03:45 AM
3
2
1
7
5
3
2
1
7
5
18 18
10
16
8
19
10
16
8
19
21
12
17
15
24
Total
04:00 AM
04:15 AM
04:30 AM
04:45 AM
15
5
7
14
11
15
5
7
14
11
53 53
24
25
47
59
24
25
47
59
68
29
32
61
70
Total
37
37
155 155
192
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name : SH 60 south of WCR 40 Thurs
Site Code : KHA 674
Start Date : 11/21/2024
Page No : 2
Groups
Printed-
Light
-
Heavy__
Northbound
SH
60
SH
Southbound
60
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
05:00 AM
14
14
67
67
81
05:15
AM
24
24
96
96
120
05:30 AM
17
17
107
107
124
05:45
AM
18
18
139
139
157
Total
73 73
409
409
482
06:00 AM
06:15 AM
06:30 AM
06:45 AM
38
58
50
59
38
58
50
59
103
126
142
125
103
126
142
125
141
184
192
184
Total
07:00 AM
07:15 AM
07:30 AM
07:45 AM
205
59
74
82
81
205
59
74
82
81
496 496
138
125
116
118
138
125
116
118
701
197
199
198
199
Total
08:00 AM
08:15 AM
08:30 AM
08:45 AM
296
62
47
54
47
296
62
47
54
47
497 497
102
80
64
67
102
80
64
67
793
164
127
118
114
Total
09:00 AM
09:15 AM
09:30 AM
09:45 AM
210
53
49
84
51
210
53
49
84
51
313 313
54
62
48
61
54
62
48
61
523
107
111
132
112
Total
10:00 AM
10:15 AM
237
50
67
237
50
67
225 225
41 41
54 54
462
91
121
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name : SH 60 south of WCR 40 Thurs
Site Code : KHA 674
Start Date : 11/21/2024
Page No : 3
Groups
Printed-
Light
-
Heavy__
Northbound
SH
60
SH
Southbound
60
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
10:30
10:45
AM
AM
48
48
48
48
43
48
43
48
91
96
Total
213
213
186
186
399
11:00 AM
11:15 AM
11:30 AM
11:45 AM
49
45
36
59
49
45
36
59
42
45
64
52
42
45
64
52
91
90
100
111
Total
12:00 PM
12:15 PM
12:30 PM
12:45 PM
189
51
55
52
49
189
51
55
52
49
203 203
41
56
55
58
41
56
55
58
392
92
111
107
107
Total
01:00 PM
01:15 PM
01:30 PM
01:45 PM
207
47
45
49
66
207
47
45
49
66
210 210
46
50
50
48
46
50
50
48
417
93
95
99
114
Total
02:00 PM
02:15 PM
02:30 PM
02:45 PM
207
57
55
78
68
207
57
55
78
68
194 194
45
61
54
53
45
61
54
53
401
102
116
132
121
Total
03:00 PM
03:15 PM
03:30 PM
03:45 PM
258
99
110
112
137
258
99
110
112
137
213 213
70
71
77
73
70
71
77
73
471
169
181
189
210
Total
458
458
291 291
749
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name : SH 60 south of WCR 40 Thurs
Site Code : KHA 674
Start Date : 11/21/2024
Page No : 4
Groups
Printed-
Light
-
Heavy__
Northbound
SH
60
SH
Southbound
60
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
04:00
PM
134
134
96
96
230
04:15
PM
147
147
116
116
263
04:30
PM
167
167
111
111
278
04:45
PM
128
128
105
105
233
Total
576 576
428
428
1004
05:00 PM
05:15 PM
05:30 PM
05:45 PM
164
157
128
121
164
157
128
121
86
109
73
79
86
109
73
79
250
266
201
200
Total
06:00 PM
06:15 PM
06:30 PM
06:45 PM
570
101
102
61
50
570
101
102
61
50
347 347
54
36
42
37
54
36
42
37
917
155
138
103
87
Total
07:00 PM
07:15 PM
07:30 PM
07:45 PM
314
46
47
40
40
314
46
47
40
40
169 169
21
17
29
14
21
17
29
14
483
67
64
69
54
Total
08:00 PM
08:15 PM
08:30 PM
08:45 PM
173
31
21
20
27
173
31
21
20
27
81 81
16
9
10
14
16
9
10
14
254
47
30
30
41
Total
09:00 PM
09:15 PM
99
14
22
99
14
22
49 49
16 16
10 10
148
30
32
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name : SH 60 south of WCR 40 Thurs
Site Code : KHA 674
Start Date : 11/21/2024
Page No : 5
Groups
Printed-
Light
-
Heavy__
Northbound
SH
60
SH
Southbound
60
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
09:30
09:45
PM
PM
11
15
11
15
18 18
7
7
29
22
Total
62 62
51
51
113
10:00 PM
10:15 PM
10:30 PM
10:45 PM
16
25
8
15
16
25
8
15
9
8
1
6
9
8
1
6
25
33
9
21
Total
11:00 PM
11:15 PM
11:30 PM
11:45 PM
64
8
9
10
18
64
8
9
10
18
24 24
3 3
5
3
5
5
3
5
88
11
14
13
23
Total
Grand Total
Apprch %
Total
Light
% Light
45
4571
100
49.5
45
4571
49.5
16
4659
100
50.5
16
4659
50.5
61
9230
4209
92.1
4209
92.1
4319
92.7
4319
92.7
Heavy
Heavy
362
7.9
362
7.9
340 340
7.3 7.3
8528
92.4
702
7.6
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name
Site Code
Start Date
Page No
: SH 60 south of WCR 40 Th u rs
: KHA 674
: 11/21/2024
:6
Out
SH
In
60
12:00
11:45
Total
4209
362
4319
340
8528
702
4571
4659
9230
AM
PM
4319
340
4659
Thru
North
1
s
11/21/202
11/21/2024
Light
Heavy
Thru
s
4209
362
4571
4319
340
4209
362
8528
702
4659
4571
9230
Out
In
SH 60
Total
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name :
Site Code :
Start Date :
Page No :
SH 60 south of WCR 40 Th u rs
KHA 674
11/21/2024
7
Northbound
SH
60
SH
Southbound
60
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
Peak Hour Analysis From 12:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total Volume
% App. Total
PH
59
74
82
81
59
74
82
81
138
125
116
118
138
125
116
118
296
100
296
497
100
497
197
199
198
199
793
.902
.902
.900
.900
.996
Out
SH
In
60
Total
296
497
793
497
Thru
1
Peak
Data
Hour
North
Peak Hour Begins at 07:00 AM
Light
Heavy
Thru
296
497
296
793
Out
In Total
SH 60
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
SH 60 south of WCR 40
File Name :
Site Code :
Start Date :
Page No :
SH 60 south of WCR 40 Th u rs
KHA 674
11/21/2024
8
Northbound
SH
60
SH
Southbound
60
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
Peak Hour Analysis From 12:00 PM to 11:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM
04:45 PM
05:00 PM
05:15 PM
Total Volume
% App. Total
PH
167
128
164
157
167
128
164
157
111
105
86
109
111
105
86
109
616
100
616
411
100
411
278
233
250
266
1027
.922
.922
.926
.926
.924
Out
SH
In
60
Total
616
411
1027
411
Thru
1
Peak
Data
Hour
North
Peak Hour Begins at 04:30 PM
Light
Heavy
Thru
616
411
616
1027
Out
In Total
SH 60
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name : US 85 south of WCR 40 Tues
Site Code : KHA 674
Start Date : 11/19/2024
Page No : 1
Groups
Printed-
Light
-
Heavy
Northbound
US
85
US
Southbound
85
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
12:00
AM
14
14
20
20
34
12:15
AM
9 9
18
18
27
12:30
AM
21
21
7
7
28
12:45
AM
13
13
12
12
25
Total
57 57
57
57
114
01:00 AM
01:15 AM
01:30 AM
01:45 AM
13
4
14
9
13
4
14
9
2
9
6
5
2
9
6
5
15
13
20
14
Total
02:00 AM
02:15 AM
02:30 AM
02:45 AM
40
4
7
5
6
40
4
7
5
6
22 22
4
12
5
6
4
12
5
6
62
8
19
10
12
Total
03:00 AM
03:15 AM
03:30 AM
03:45 AM
22
11
13
10
11
22
11
13
10
11
27 27
18
22
32
24
18
22
32
24
49
29
35
42
35
Total
04:00 AM
04:15 AM
04:30 AM
04:45 AM
45
24
22
19
34
45
24
22
19
34
96 96
51
65
99
98
51
65
99
98
141
75
87
118
132
Total
99
99
313 313
412
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name : US 85 south of WCR 40 Tues
Site Code : KHA 674
Start Date : 11/19/2024
Page No : 2
Groups
Printed-
Light
-
Heavy__
Northbound
US
85
Southbound
US
85
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
05:00 AM
59 59
128
128
187
05:15
AM
71
71
184
184
255
05:30 AM
94
94
196
196
290
05:45
AM
80 80
210
210
290
Total
304
304
718
718
1022
06:00 AM
06:15 AM
06:30 AM
06:45 AM
97
137
139
108
97
137
139
108
295
324
278
234
295
324
278
234
392
461
417
342
Total
07:00 AM
07:15 AM
07:30 AM
07:45 AM
481
137
161
196
171
481
137
161
196
171
1131 1131
221
219
197
221
219
197
212 212
1612
358
380
393
383
Total
08:00 AM
08:15 AM
08:30 AM
08:45 AM
665
131
115
121
109
665
131
115
121
109
849 849
192
132
132
127
192
132
132
127
1514
323
247
253
236
Total
09:00 AM
09:15 AM
09:30 AM
09:45 AM
476
125
120
132
120
476
125
120
132
120
583 583
124 124
131 131
121 121
119 119
1059
249
251
253
239
Total
10:00 AM
10:15 AM
497
105
130
497
105
130
495 495
122 122
106 106
992
227
236
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name : US 85 south of WCR 40 Tues
Site Code : KHA 674
Start Date : 11/19/2024
Page No : 3
Groups
Printed-
Light
-
Heavy__
Northbound
US
85
Southbound
US
85
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
10:30
10:45
AM
AM
137
117
137
117
102
115
102
115
239
232
Total
489
489
445
445
934
11:00 AM
11:15 AM
11:30 AM
11:45 AM
106
115
128
119
106
115
128
119
99
119
120
123
99
119
120
123
205
234
248
242
Total
12:00 PM
12:15 PM
12:30 PM
12:45 PM
468
122
133
132
118
468
122
133
132
118
461 461
120
113
122
128
120
113
122
128
929
242
246
254
246
Total
01:00 PM
01:15 PM
01:30 PM
01:45 PM
505
133
134
117
149
505
133
134
117
149
483 483
117
136
127
111
117
136
127
111
988
250
270
244
260
Total
02:00 PM
02:15 PM
02:30 PM
02:45 PM
533
135
135
174
171
533
135
135
174
171
491 491
138
140
129
139
138
140
129
139
1024
273
275
303
310
Total
03:00 PM
03:15 PM
03:30 PM
03:45 PM
615
183
180
204
244
615
183
180
204
244
546 546
152
126
164
201
152
126
164
201
1161
335
306
368
445
Total
811
811
643 643
1454
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name : US 85 south of WCR 40 Tues
Site Code : KHA 674
Start Date : 11/19/2024
Page No : 4
Groups
Printed-
Light
-
Heavy__
Northbound
US
85
Southbound
US
85
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
04:00
PM
234
234
173
173
407
04:15
PM
252 252
186
186
438
04:30
PM
269 269
167
167
436
04:45
PM
232 232
179
179
411
Total
987 987
705
705
1692
05:00 PM
05:15 PM
05:30 PM
05:45 PM
243
257
229
225
243
257
229
225
152
157
137
106
152
157
137
106
395
414
366
331
Total
06:00 PM
06:15 PM
06:30 PM
06:45 PM
954
192
169
108
102
954
192
169
108
102
552 552
114
99
80
65
114
99
80
65
1506
306
268
188
167
Total
07:00 PM
07:15 PM
07:30 PM
07:45 PM
571
72
68
53
59
571
72
68
53
59
358 358
52
69
62
59
52
69
62
59
929
124
137
115
118
Total
08:00 PM
08:15 PM
08:30 PM
08:45 PM
252
46
59
40
40
252
46
59
40
40
242 242
39
40
31
37
39
40
31
37
494
85
99
71
77
Total
09:00 PM
09:15 PM
185
41
34
185
41
34
147 147
33 33
24 24
332
74
58
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name : US 85 south of WCR 40 Tues
Site Code : KHA 674
Start Date : 11/19/2024
Page No : 5
Groups
Printed-
Light
-
Heavy__
Northbound
US
85
Southbound
US
85
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
09:30
09:45
PM
PM
32 32
42 42
20 20
30 30
52
72
Total
149
149
107
107
256
10:00 PM
10:15 PM
10:30 PM
10:45 PM
30
45
27
27
30
45
27
27
21
24
20
9
21
24
20
9
51
69
47
36
Total
11:00 PM
11:15 PM
11:30 PM
11:45 PM
129
26
15
24
25
129
26
15
24
25
74 74
5
8
21
13
5
8
21
13
203
31
23
45
38
Total
Grand Total
Apprch %
Total
Light
% Light
90
9424
100
49.6
90
9424
49.6
47
9592
100
50.4
47
9592
50.4
137
19016
8265
87.7
8265
87.7
8427 8427
87.9 87.9
Heavy
Heavy
1159
12.3
1159
12.3
1165 1165
12.1 12.1
16692
87.8
2324
12.2
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name
Site Code
Start Date
Page No
: US 85 south of WCR 40 Tues
: KHA 674
: 11/19/2024
:6
Out
US 85
In
12:00
11:45
Total
8265
1159
8427
1165
16692
2324
9424
9592
19016
AM
PM
8427
1165
9592
Thru
North
1
s
11/19/202
11/19/2024
Light
Heavy
Thru
s
8265
1159
9424
8427
1165
8265
1159
16692
2324
9592
9424
19016
Out
In
US 85
Total
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name
Site Code
Start Date
Page No
: US 85 south of WCR 40 Tues
: KHA 674
: 11/19/2024
:7
Northbound
US
85
US
Southbound
85
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
Peak Hour Analysis From 12:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 06:00 AM
06:00 AM
06:15 AM
06:30 AM
06:45 AM
Total Volume
% App. Total
PH
97
137
139
108
97
137
139
108
295
324
278
234
295
324
278
234
481
100
481
1131
100
1131
392
461
417
342
1612
.865
.865
.873
.873
.874
Peak
Out
US 85
In Total
481
1131
1612
Data
1131
Thru
1
Hour
North
Peak Hour Begins at 06:00 AM
Light
Heavy
Thru
481
1131
481
1612
Out
In Total
US 85
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name
Site Code
Start Date
Page No
: US 85 south of WCR 40 Tues
: KHA 674
: 11/19/2024
:8
Northbound
US
85
US
Southbound
85
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
Peak Hour Analysis From 12:00 PM to 11:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:45 PM
03:45 PM
04:00 PM
04:15 PM
04:30 PM
Total Volume
% App. Total
PH
244
234
252
269
244
234
252
269
201
173
186
167
201
173
186
167
999
100
999
727
100
727
445
407
438
436
1726
.928
.928
.904
.904
.970
Out
US 85
In Total
999
727
1726
727
Thru
1
Peak
Data
Hour
North
Peak Hour Begins at 03:45 PM
Light
Heavy
s
Thru
999
727
999
1726
Out
In Total
US 85
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name : US 85 south of WCR 40 Wed
Site Code : KHA 674
Start Date : 11/20/2024
Page No : 1
Groups
Printed-
Light
-
Heavy
Northbound
US
85
US
Southbound
85
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
12:00
AM
24 24
13
13
37
12:15
AM
16
16
12
12
28
12:30
AM
15
15
13
13
28
12:45
AM
17
17
3
3
20
Total
72 72
41
41
113
01:00 AM
01:15 AM
01:30 AM
01:45 AM
10
9
17
11
10
9
17
11
7
9
8
4
7
9
8
4
17
18
25
15
Total
02:00 AM
02:15 AM
02:30 AM
02:45 AM
47
5
6
9
8
47
5
6
9
8
28 28
9 9
10 10
11 11
12 12
75
14
16
20
20
Total
03:00 AM
03:15 AM
03:30 AM
03:45 AM
28
13
11
13
16
28
13
11
13
16
42 42
15
24
24
29
15
24
24
29
70
28
35
37
45
Total
04:00 AM
04:15 AM
04:30 AM
04:45 AM
53
21
16
29
28
53
21
16
29
28
92 92
53
89
78
53
89
78
114 114
145
74
105
107
142
Total
94
94
334 334
428
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name : US 85 south of WCR 40 Wed
Site Code : KHA 674
Start Date : 11/20/2024
Page No : 2
Groups
Printed-
Light
-
Heavy__
Northbound
US
85
Southbound
US
85
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
05:00 AM
54
54
124
124
178
05:15
AM
70 70
200
200
270
05:30 AM
98 98
200
200
298
05:45
AM
60 60
246
246
306
Total
282 282
770
770
1052
06:00 AM
06:15 AM
06:30 AM
06:45 AM
87
130
162
124
87
130
162
124
263
288
276
275
263
288
276
275
350
418
438
399
Total
07:00 AM
07:15 AM
07:30 AM
07:45 AM
503
161
180
153
183
503
161
180
153
183
1102 1102
218
200
246
187
218
200
246
187
1605
379
380
399
370
Total
08:00 AM
08:15 AM
08:30 AM
08:45 AM
677
144
121
124
105
677
144
121
124
105
851 851
147
150
115
131
147
150
115
131
1528
291
271
239
236
Total
09:00 AM
09:15 AM
09:30 AM
09:45 AM
494
99
134
127
114
494
99
134
127
114
543 543
143
128
148
121
143
128
148
121
1037
242
262
275
235
Total
10:00 AM
10:15 AM
474
102
129
474
102
129
540 540
105 105
117 117
1014
207
246
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name : US 85 south of WCR 40 Wed
Site Code : KHA 674
Start Date : 11/20/2024
Page No : 3
Groups
Printed-
Light
-
Heavy__
Northbound
US
85
Southbound
US
85
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
10:30
10:45
AM
AM
108
111
108
111
117
111
117
111
225
222
Total
450
450
450 450
900
11:00 AM
11:15 AM
11:30 AM
11:45 AM
137
122
120
138
137
122
120
138
110
121
127
102
110
121
127
102
247
243
247
240
Total
12:00 PM
12:15 PM
12:30 PM
12:45 PM
517
95
129
121
119
517
95
129
121
119
460 460
100
138
109
133
100
138
109
133
977
195
267
230
252
Total
01:00 PM
01:15 PM
01:30 PM
01:45 PM
464
130
128
147
132
464
130
128
147
132
480 480
117
112
147
136
117
112
147
136
944
247
240
294
268
Total
02:00 PM
02:15 PM
02:30 PM
02:45 PM
537
146
142
169
175
537
146
142
169
175
512 512
134
126
144
158
134
126
144
158
1049
280
268
313
333
Total
03:00 PM
03:15 PM
03:30 PM
03:45 PM
632
176
172
188
229
632
176
172
188
229
562 562
133
139
140
171
133
139
140
171
1194
309
311
328
400
Total
765
765
583 583
1348
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name : US 85 south of WCR 40 Wed
Site Code : KHA 674
Start Date : 11/20/2024
Page No : 4
Groups
Printed-
Light
-
Heavy__
Northbound
US
85
Southbound
US
85
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
04:00
PM
225 225
169
169
394
04:15
PM
230 230
187
187
417
04:30
PM
262 262
175
175
437
04:45
PM
258 258
186
186
444
Total
975 975
717
717
1692
05:00 PM
05:15 PM
05:30 PM
05:45 PM
254
229
248
230
254
229
248
230
176
174
175
128
176
174
175
128
430
403
423
358
Total
06:00 PM
06:15 PM
06:30 PM
06:45 PM
961
184
166
169
135
961
184
166
169
135
653 653
117
93
79
75
117
93
79
75
1614
301
259
248
210
Total
07:00 PM
07:15 PM
07:30 PM
07:45 PM
654
102
93
77
74
654
102
93
77
74
364 364
40
68
56
38
40
68
56
38
1018
142
161
133
112
Total
08:00 PM
08:15 PM
08:30 PM
08:45 PM
346
52
64
51
46
346
52
64
51
46
202 202
59
42
45
29
59
42
45
29
548
111
106
96
75
Total
09:00 PM
09:15 PM
213
46
35
213
46
35
175 175
32 32
42 42
388
78
77
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name : US 85 south of WCR 40 Wed
Site Code : KHA 674
Start Date : 11/20/2024
Page No : 5
Groups
Printed-
Light
-
Heavy__
Northbound
US
85
Southbound
US
85
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
09:30
09:45
PM
PM
54
35
54
35
28 28
33 33
82
68
Total
170
170
135
135
305
10:00 PM
10:15 PM
10:30 PM
10:45 PM
38
37
35
17
38
37
35
17
20
18
17
16
20
18
17
16
58
55
52
33
Total
11:00 PM
11:15 PM
11:30 PM
11:45 PM
127
21
35
30
24
127
21
35
30
24
71 71
29
11
17
17
29
11
17
17
198
50
46
47
41
Total
Grand Total
Apprch %
Total
Light
% Light
110
9645
100
49.6
110
9645
49.6
74
9781
100
50.4
74
9781
50.4
184
19426
8409
87.2
8409
87.2
8607 8607
88 88
Heavy
Heavy
1236
12.8
1236
12.8
1174 1174
12 12
17016
87.6
2410
12.4
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name
Site Code
Start Date
Page No
: US 85 south of WCR 40 Wed
: KHA 674
: 11/20/2024
:6
Out
US 85
In
12:00
11:45
Total
8409
1236
8607
1174
17016
2410
9645
9781
19426
AM
PM
8607
1174
9781
Thru
1
s
North
11/20/202
11/20/2024
Light
Heavy
s
Thru
8409
1236
9645
8607
1174
8409
1236
17016
2410
9781
9645
19426
Out
In
US 85
Total
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name
Site Code
Start Date
Page No
: US 85 south of WCR 40 Wed
: KHA 674
: 11/20/2024
:7
Northbound
US
85
US
Southbound
85
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
Peak Hour Analysis From 12:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 06:15 AM
06:15 AM
06:30 AM
06:45 AM
07:00 AM
Total Volume
% App. Total
PH
130
162
124
161
130
162
124
161
288
276
275
218
288
276
275
218
577
100
577
1057
100
1057
418
438
399
379
1634
.890
.890
.918
.918
.933
Out
US 85
In Total
577
1057
1634
1057
Thru
1
Peak
Data
Hour
North
Peak Hour Begins at 06:15 AM
Light
Heavy
Thru
577
1057
577
1634
Out
In Total
US 85
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name :
Site Code :
Start Date :
Page No :
US 85 south of WCR 40 Wed
KHA 674
11/20/2024
8
Northbound
US
85
US
Southbound
85
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
Peak Hour Analysis From 12:00 PM to 11:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM
04:30 PM
04:45 PM
05:00 PM
Total Volume
% App. Total
PH
230
262
258
254
230
262
258
254
187
175
186
176
187
175
186
176
1004
100
1004
724
100
724
417
437
444
430
1728
.958
.958
.968
.968
.973
Peak
Out
US 85
In Total
1004
724
1728
Data
724
Thru
1
Hour
North
Peak Hour Begins at 04:15 PM
Light
Heavy
Thru
1004
724
1004
1728
Out
In Total
US 85
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name : US 85 south of WCR 40 Thurs
Site Code : KHA 674
Start Date : 11/21/2024
Page No : 1
Groups
Printed-
Light
-
Heavy
Northbound
US
85
US
Southbound
85
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
12:00
AM
28 28
9
9
37
12:15
AM
24
24
16
16
40
12:30
AM
27 27
14
14
41
12:45
AM
18
18
7
7
25
Total
97 97
46
46
143
01:00 AM
01:15 AM
01:30 AM
01:45 AM
10
13
13
10
10
13
13
10
12
15
11
7
12
15
11
7
22
28
24
17
Total
02:00 AM
02:15 AM
02:30 AM
02:45 AM
46
8
10
13
5
46
8
10
13
5
45 45
9
14
10
8
9
14
10
8
91
17
24
23
13
Total
03:00 AM
03:15 AM
03:30 AM
03:45 AM
36
18
15
14
10
36
18
15
14
10
41 41
23
17
32
29
23
17
32
29
77
41
32
46
39
Total
04:00 AM
04:15 AM
04:30 AM
04:45 AM
57
15
19
26
35
57
15
19
26
35
101 101
44
71
104
122
44
71
104
122
158
59
90
130
157
Total
95
95
341 341
436
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name : US 85 south of WCR 40 Thurs
Site Code : KHA 674
Start Date : 11/21/2024
Page No : 2
Groups
Printed-
Light
-
Heavy__
Northbound
US
85
Southbound
US
85
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
05:00 AM
55 55
130
130
185
05:15
AM
83 83
173
173
256
05:30 AM
105
105
196
196
301
05:45
AM
90 90
231
231
321
Total
333 333
730
730
1063
06:00 AM
06:15 AM
06:30 AM
06:45 AM
84
133
137
148
84
133
137
148
257
280
276
251
257
280
276
251
341
413
413
399
Total
07:00 AM
07:15 AM
07:30 AM
07:45 AM
502
142
119
169
155
502
142
119
169
155
1064 1064
185
230
213
221
185
230
213
221
1566
327
349
382
376
Total
08:00 AM
08:15 AM
08:30 AM
08:45 AM
585
115
100
113
114
585
115
100
113
114
849 849
178
160
161
122
178
160
161
122
1434
293
260
274
236
Total
09:00 AM
09:15 AM
09:30 AM
09:45 AM
442
151
137
131
103
442
151
137
131
103
621 621
142
142
115
110
142
142
115
110
1063
293
279
246
213
Total
10:00 AM
10:15 AM
522
127
112
522
127
112
509 509
95 95
125 125
1031
222
237
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name : US 85 south of WCR 40 Thurs
Site Code : KHA 674
Start Date : 11/21/2024
Page No : 3
Groups
Printed-
Light
-
Heavy__
Northbound
US
85
Southbound
US
85
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
10:30
10:45
AM
AM
135
108
135
108
109
109
95
95
244
203
Total
482
482
424 424
906
11:00 AM
11:15 AM
11:30 AM
11:45 AM
127
120
111
104
127
120
111
104
123
104
124
124
123
104
124
124
250
224
235
228
Total
12:00 PM
12:15 PM
12:30 PM
12:45 PM
462
128
122
123
134
462
128
122
123
134
475 475
113 113
114 114
112 112
123 123
937
241
236
235
257
Total
01:00 PM
01:15 PM
01:30 PM
01:45 PM
507
119
125
125
130
507
119
125
125
130
462 462
102
121
131
139
102
121
131
139
969
221
246
256
269
Total
02:00 PM
02:15 PM
02:30 PM
02:45 PM
499
124
118
155
161
499
124
118
155
161
493 493
115
121
123
145
115
121
123
145
992
239
239
278
306
Total
03:00 PM
03:15 PM
03:30 PM
03:45 PM
558
163
210
205
217
558
163
210
205
217
504 504
156
146
160
205
156
146
160
205
1062
319
356
365
422
Total
795
795
667 667
1462
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name : US 85 south of WCR 40 Thurs
Site Code : KHA 674
Start Date : 11/21/2024
Page No : 4
Groups
Printed-
Light
-
Heavy__
Northbound
US
85
Southbound
US
85
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
04:00
PM
280
280
120
120
400
04:15
PM
237
237
183
183
420
04:30
PM
248
248
164
164
412
04:45
PM
238
238
186
186
424
Total
1003
1003
653
653
1656
05:00 PM
05:15 PM
05:30 PM
05:45 PM
237
251
228
250
237
251
228
250
185
162
184
119
185
162
184
119
422
413
412
369
Total
06:00 PM
06:15 PM
06:30 PM
06:45 PM
966
195
215
142
127
966
195
215
142
127
650 650
102
85
86
70
102
85
86
70
1616
297
300
228
197
Total
07:00 PM
07:15 PM
07:30 PM
07:45 PM
679
117
84
81
49
679
117
84
81
49
343 343
88
73
50
63
88
73
50
63
1022
205
157
131
112
Total
08:00 PM
08:15 PM
08:30 PM
08:45 PM
331
55
67
50
46
331
55
67
50
46
274 274
59
64
59
46
59
64
59
46
605
114
131
109
92
Total
09:00 PM
09:15 PM
218
38
39
218
38
39
228 228
51 51
41 41
446
89
80
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name : US 85 south of WCR 40 Thurs
Site Code : KHA 674
Start Date : 11/21/2024
Page No : 5
Groups
Printed-
Light
-
Heavy__
Northbound
US
85
Southbound
US
85
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
09:30
09:45
PM
PM
47 47
38 38
39 39
28 28
86
66
Total
162
162
159
159
321
10:00 PM
10:15 PM
10:30 PM
10:45 PM
45
35
40
36
45
35
40
36
40
23
19
11
40
23
19
11
85
58
59
47
Total
11:00 PM
11:15 PM
11:30 PM
11:45 PM
156
21
22
22
24
156
21
22
22
24
93 93
24
22
10
15
24
22
10
15
249
45
44
32
39
Total
Grand Total
Apprch %
Total
Light
% Light
89
9622
100
49.4
89
9622
49.4
71
9843
100
50.6
71
9843
50.6
160
19465
8544
88.8
8544
88.8
8780 8780
89.2 89.2
Heavy
Heavy
1078
11.2
1078
11.2
1063 1063
10.8 10.8
17324
89
2141
11
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name
Site Code
Start Date
Page No
: US 85 south of WCR 40 Thurs
: KHA 674
: 11/21/2024
:6
Out
US 85
In
12:00
11:45
Total
8544
1078
8780
1063
17324
2141
9622
9843
19465
AM
PM
8780
1063
9843
Thru
North
1
s
11/21/202
11/21/2024
Light
Heavy
Thru
s
8544
1078
9622
8780
1063
8511
1078
17324
2141
9843
9622
19465
Out
In
US 85
Total
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name :
Site Code :
Start Date :
Page No :
US 85 south of WCR 40 Thurs
KHA 674
11/21/2024
7
Northbound
US
85
US
Southbound
85
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
Peak Hour Analysis From 12:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 06:00 AM
06:00 AM
06:15 AM
06:30 AM
06:45 AM
Total Volume
% App. Total
PH
84
133
137
148
84
133
137
148
257
280
276
251
257
280
276
251
502
100
502
1064
100
1064
341
413
413
399
1566
.848
.848
.950
.950
.948
Out
US 85
In Total
502
1064
1566
1064
Thru
1
Peak
Data
Hour
North
Peak Hour Begins at 06:00 AM
Light
Heavy
Thru
502
1064
502
1566
Out
In Total
US 85
R
D
C
Ridgeview Data
Collection
Weld County, CO
Strear Property Soil Mine
24hr Peak
US 85 south of WCR 40
File Name
Site Code
Start Date
Page No
: US 85 south of WCR 40 Thurs
: KHA 674
: 11/21/2024
:8
Northbound
US
85
US
Southbound
85
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
Peak Hour Analysis From 12:00 PM to 11:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM
04:30 PM
04:45 PM
05:00 PM
Total Volume
% App. Total
PH
237
248
238
237
237
248
238
237
183
164
186
185
183
164
186
185
960
100
960
718
100
718
420
412
424
422
1678
.968
.968
.965
.965
.989
Out
US 85
In Total
960
718
1678
718
Thru
1
Peak
Data
Hour
North
Peak Hour Begins at 04:15 PM
Light
Heavy
Thru
960
718
960
1678
Out
In Total
US 85
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Tues
Site Code : KHA 674
Start Date : 11/19/2024
Page No : 1
Groups
Printed-
Light -
Heavy
WCR
Westbound
40
WCR
Eastbound
40
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
12:00
AM
0
0
0
0
0
12:15
AM
0
0
0
0
0
12:30
AM
0
0
0
0
0
12:45
AM
0
0
0
0
0
Total
0
0
0
0
0
01:00 AM
01:15 AM
01:30 AM
01:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total
02:00 AM
02:15 AM
02:30 AM
02:45 AM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0
0
0
0
0
Total
03:00 AM
03:15 AM
03:30 AM
03:45 AM
0 0
0 0
0 0
0 0
0
0
0
0
0
Total
04:00 AM
04:15 AM
04:30 AM
04:45 AM
0 0
0 0
1 1
0 0
0
0
0
2
0
Total
2
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Tues
Site Code : KHA 674
Start Date : 11/19/2024
Page No : 2
Groups
Printed-
Light -
Heavy__
WCR 40
Westbound
WCR
Eastbound
40
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
05:00 AM
0
0
0
0
0
05:15
AM
1
1
0
0
1
05:30 AM
0
0
0
0
0
05:45
AM
1
1
0
0
1
Total
2
2
0
0
2
06:00 AM
06:15 AM
06:30 AM
06:45 AM
0
1
3
2
0
1
3
2
0
1
0
3
0
1
0
3
0
2
3
5
Total
07:00 AM
07:15 AM
07:30 AM
07:45 AM
6 6
3 3
0 0
1 1
1 1
4 4
2 2
4 4
1 1
1 1
10
5
4
2
2
Total
08:00 AM
08:15 AM
08:30 AM
08:45 AM
5 5
0 0
3 3
0 0
2 2
8 8
0 0
2 2
0 0
2 2
13
0
5
0
4
Total
09:00 AM
09:15 AM
09:30 AM
09:45 AM
5 5
3 3
1 1
0 0
0 0
4 4
1 1
0 0
2 2
1 1
9
4
1
2
1
Total
10:00 AM
10:15 AM
4 4
5 5
0 0
4 4
1 1
0 0
8
6
0
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Tues
Site Code : KHA 674
Start Date : 11/19/2024
Page No : 3
Groups
Printed-
Light
-
Heavy__
WCR 40
Westbound
WCR
Eastbound
40
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
10:30
10:45
AM
AM
2
4
2
4
1
0
1
0
3
4
Total
11
11
2 2
13
11:00 AM
11:15 AM
11:30 AM
11:45 AM
2
2
0
3
2
2
0
3
1
1
2
1
1
1
2
1
3
3
2
4
Total
12:00 PM
12:15 PM
12:30 PM
12:45 PM
7 7
1 1
2 2
1 1
3 3
5 5
3 3
3 3
0 0
3 3
12
4
5
1
6
Total
01:00 PM
01:15 PM
01:30 PM
01:45 PM
7 7
0 0
2 2
0 0
1 1
9 9
0 0
3 3
0 0
0 0
16
0
5
0
1
Total
02:00 PM
02:15 PM
02:30 PM
02:45 PM
3 3
0 0
0 0
1 1
2 2
3 3
0 0
0 0
1 1
2 2
6
0
0
2
4
Total
03:00 PM
03:15 PM
03:30 PM
03:45 PM
3 3
1 1
3 3
1 1
2 2
3 3
0 0
0 0
1 1
1 1
6
1
3
2
3
Total
7 7
2 2
9
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Tues
Site Code : KHA 674
Start Date : 11/19/2024
Page No : 4
Groups
Printed-
Light -
Heavy__
WCR 40
Westbound
WCR
Eastbound
40
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
04:00
PM
1
1
0
0
1
04:15
PM
1
1
0
0
1
04:30
PM
3
3
1
1
4
04:45
PM
1
1
0
0
1
Total
6
6
1
1
7
05:00 PM
05:15 PM
05:30 PM
05:45 PM
0
1
1
2
0
1
1
2
2
0
0
0
2
0
0
0
2
1
1
2
Total
06:00 PM
06:15 PM
06:30 PM
06:45 PM
4 4
0 0
0 0
0 0
0 0
2 2
0 0
0 0
0 0
0 0
6
0
0
0
0
Total
07:00 PM
07:15 PM
07:30 PM
07:45 PM
0 0
1 1
0 0
0 0
0 0
0 0
0 0
1 1
0 0
0 0
0
1
1
0
0
Total
08:00 PM
08:15 PM
08:30 PM
08:45 PM
1 1
0 0
0 0
0 0
0 0
1 1
0 0
1 1
1 1
0 0
2
0
1
1
0
Total
09:00 PM
09:15 PM
0 0
0 0
0 0
2 2
0 0
0 0
2
0
0
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Tues
Site Code : KHA 674
Start Date : 11/19/2024
Page No : 5
Groups
Printed-
Light
-
Heavy__
WCR 40
Westbound
WCR
Eastbound
40
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
09:30
09:45
PM
PM
0 0
0 0
0 0
0 0
0
0
Total
0 0
0 0
0
10:00 PM
10:15 PM
10:30 PM
10:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total
11:00 PM
11:15 PM
11:30 PM
11:45 PM
0 0
0 0
0
0
0
0
0
0
0 0
0 0
0
0
0
0
0
0
0
0
0
0
0
Total
Grand Total
Apprch %
Total
Light
% Light
0
72
100
58.5
0
72
58.5
0
51
100
41.5
0
51
41.5
0
123
62 62
86.1 86.1
39 39
76.5 76.5
Heavy
Heavy
10 10
13.9 13.9
12 12
23.5 23.5
101
82.1
22
17.9
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Tues
Site Code : KHA 674
Start Date : 11/19/2024
Page No : 6
o
U
To
O
H
C
48
r N CO
O N N
r 1-
G) N
CO r
r
CV d
CO r
CV
h -
CF) CV
CO r
Li;
H
A.
North
11/19/202 i 12:00 AM
11/19/2024 11:45 PM
Light
Heavy
1-7
C=
N
-L C)
O N
CJ
_L co
N c)
N
-L C)
O N
co
N O
N
O
2
rh
= M
O
H
no
s
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Tues
Site Code : KHA 674
Start Date : 11/19/2024
Page No : 7
WCR
Westbound
40
WCR
Eastbound
40
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
Peak Hour Analysis From 12:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 06:30 AM
06:30 AM
06:45 AM
07:00 AM
07:15 AM
Total Volume
% App. Total
PH
3
2
3
0
3
2
3
0
0
3
2
4
0
3
2
4
8
100
8
9
100
9
3
5
5
4
17
.667
.667
.563
.563
.850
TO
I —
O
CD
CO
rn
2
_c /
H
Peak Hour Data
A.
North
Peak Hour Begins at 06:30 AM
Light
Heavy
1
H
E
CO
CD
CO
O
c
rh
_(")
= D3
0
0
a
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Tues
Site Code : KHA 674
Start Date : 11/19/2024
Page No : 8
WCR
Westbound
40
WCR
Eastbound
40
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
Peak Hour Analysis From 12:00 PM to 11:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
12:00 PM
12:15 PM
12:30 PM
12:45 PM
Total Volume
% App. Total
PHF
1
2
1
3
1
2
1
3
3
3
0
3
3
3
0
3
7
100
7
9
100
9
4
5
1
6
16
.583
.583
.750
.750
.667
O
CO
CD
N-
rn
2
_c /
H
Peak Hour Data
A.
North
Peak Hour Begins at 12:00 PM
Light
Heavy
1
H
E
CO
CD
o
c
rh
_(")
= D3
0
0
a
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Wed
Site Code : KHA 674
Start Date : 11/20/2024
Page No : 1
Groups
Printed-
Light -
Heavy
WCR
Westbound
40
WCR
Eastbound
40
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
12:00
AM
0
0
0
0
0
12:15
AM
0
0
0
0
0
12:30
AM
0
0
0
0
0
12:45
AM
0
0
0
0
0
Total
0
0
0
0
0
01:00 AM
01:15 AM
01:30 AM
01:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total
02:00 AM
02:15 AM
02:30 AM
02:45 AM
0
0
0
0
0
Total
03:00 AM
03:15 AM
03:30 AM
03:45 AM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0
0
0
0
0
Total
04:00 AM
04:15 AM
04:30 AM
04:45 AM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0
0
0
0
0
Total
0
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Wed
Site Code : KHA 674
Start Date : 11/20/2024
Page No : 2
Groups
Printed-
Light -
Heavy__
WCR 40
Westbound
WCR
Eastbound
40
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
05:00 AM
1
1
0
0
1
05:15
AM
0
0
0
0
0
05:30 AM
1
1
0
0
1
05:45
AM
1
1
0
0
1
Total
3
3
0
0
3
06:00 AM
06:15 AM
06:30 AM
06:45 AM
0
2
3
2
0
2
3
2
1
2
2
2
1
2
2
2
1
4
5
4
Total
07:00 AM
07:15 AM
07:30 AM
07:45 AM
7 7
2 2
1 1
1 1
0 0
7 7
2 2
2 2
2 2
0 0
14
4
3
3
0
Total
08:00 AM
08:15 AM
08:30 AM
08:45 AM
4 4
4 4
2 2
1 1
0 0
6 6
0 0
3 3
1 1
1 1
10
4
5
2
1
Total
09:00 AM
09:15 AM
09:30 AM
09:45 AM
7 7
0 0
0 0
0 0
5 5
5 5
2 2
0 0
1 1
1 1
12
2
0
1
6
Total
10:00 AM
10:15 AM
5 5
1 1
2 2
4 4
1 1
1 1
9
2
3
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Wed
Site Code : KHA 674
Start Date : 11/20/2024
Page No : 3
Groups
Printed-
Light
-
Heavy__
WCR 40
Westbound
WCR
Eastbound
40
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
10:30
10:45
AM
AM
1
2
1
2
3 3
0 0
4
2
Total
6 6
5 5
11
11:00 AM
11:15 AM
11:30 AM
11:45 AM
1
1
2
1
1
1
2
1
0
0
0
1
0
0
0
1
1
1
2
2
Total
12:00 PM
12:15 PM
12:30 PM
12:45 PM
5 5
1 1
2 2
0 0
0 0
1 1
0 0
2 2
0 0
2 2
6
1
4
0
2
Total
01:00 PM
01:15 PM
01:30 PM
01:45 PM
3 3
4 4
0 0
2 2
0 0
4 4
2 2
2 2
1 1
0 0
7
6
2
3
0
Total
02:00 PM
02:15 PM
02:30 PM
02:45 PM
6 6
0 0
2 2
4 4
1 1
5 5
1 1
1 1
2 2
0 0
11
1
3
6
1
Total
03:00 PM
03:15 PM
03:30 PM
03:45 PM
7 7
2 2
2 2
3 3
5 5
4 4
0 0
1 1
2 2
1 1
11
2
3
5
6
Total
12 12
4 4
16
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Wed
Site Code : KHA 674
Start Date : 11/20/2024
Page No : 4
Groups
Printed-
Light -
Heavy__
WCR 40
Westbound
WCR
Eastbound
40
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
04:00
PM
2
2
1
1
3
04:15
PM
3
3
4
4
7
04:30
PM
2
2
1
1
3
04:45
PM
1
1
0
0
1
Total
8
8
6
6
14
05:00 PM
05:15 PM
05:30 PM
05:45 PM
0
0
2
0
0
0
2
0
2
0
0
0
2
0
0
0
2
0
2
0
Total
06:00 PM
06:15 PM
06:30 PM
06:45 PM
2 2
0 0
2 2
0 0
1 1
2 2
0 0
0 0
0 0
1 1
4
0
2
0
2
Total
07:00 PM
07:15 PM
07:30 PM
07:45 PM
3 3
0 0
1 1
1 1
0 0
1 1
0 0
0 0
2 2
0 0
4
0
1
3
0
Total
08:00 PM
08:15 PM
08:30 PM
08:45 PM
2 2
3 3
2 2
0 0
0 0
2 2
0 0
1 1
0 0
0 0
4
3
3
0
0
Total
09:00 PM
09:15 PM
5 5
0 0
0 0
1 1
0 0
0 0
6
0
0
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Wed
Site Code : KHA 674
Start Date : 11/20/2024
Page No : 5
Groups
Printed-
Light
-
Heavy__
WCR 40
Westbound
WCR
Eastbound
40
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
09:30
09:45
PM
PM
0 0
0 0
0 0
0 0
0
0
Total
0 0
0 0
0
10:00 PM
10:15 PM
10:30 PM
10:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total
11:00 PM
11:15 PM
11:30 PM
11:45 PM
0 0
0 0
0
0
0
0
0
0
0 0
0 0
0
0
0
0
0
0
0
0
0
0
0
Total
Grand Total
Apprch %
Total
Light
% Light
0
85
100
59.9
0
85
59.9
0
57
100
40.1
0
57
40.1
0
142
74 74
87.1 87.1
49 49
86 86
Heavy
Heavy
11 11
12.9 12.9
8 8
14 14
123
86.6
19
13.4
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Wed
Site Code : KHA 674
Start Date : 11/20/2024
Page No : 6
o
CC
U
C6
O
H
C
48
COCh
N T
T
N
"1-
0') CO
ur)
N-
"1-
"1 -
LC)
CO
� �
A.
North
11/20/202 i 12:00 AM
11/20/2024 11:45 PM
Light
Heavy
1 7
CO
_r.
CD
M rW W
CO
N
N
Co co
O
2
r -h
= M
a
0
H
o
n
a
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Wed
Site Code : KHA 674
Start Date : 11/20/2024
Page No : 7
WCR
Westbound
40
WCR
Eastbound
40
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
Peak Hour Analysis From 12:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 06:15 AM
06:15 AM
06:30 AM
06:45 AM
07:00 AM
Total Volume
% App. Total
PH
2
3
2
2
2
3
2
2
2
2
2
2
2
2
2
2
9
100
9
8
100
8
4
5
4
4
17
.750
.750
1.00
1.00
.850
TO
I —
O
CO
rn
CO
2
_c /
H
Peak Hour Data
A.
North
Peak Hour Begins at 06:15 AM
Light
Heavy
1
H
E
co
CO
co
o
c
rh
_(")
= D3
0
0
a
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Wed
Site Code : KHA 674
Start Date : 11/20/2024
Page No : 8
WCR
Westbound
40
WCR
Eastbound
40
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
Peak Hour Analysis From 12:00 PM to 11:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM
03:45 PM
04:00 PM
04:15 PM
Total Volume
% App. Total
PH
3
5
2
3
3
5
2
3
2
1
1
4
2
1
1
4
13
100
13
8
100
8
5
6
3
7
21
.650
.650
.500
.500
.750
TO
O
I —
O
T
N
CO
co
T
CO
2
_c /
i—
Peak Hour Data
A.
North
Peak Hour Begins at 03:30 PM
Light
Heavy
1
H
E
w
CO
N
O
c
_(")
= D3
0
—I
o
n
a
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Thurs
Site Code : KHA 674
Start Date : 11/21/2024
Page No : 1
Groups
Printed-
Light -
Heavy
WCR
Westbound
40
WCR
Eastbound
40
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
12:00
AM
0
0
0
0
0
12:15
AM
0
0
0
0
0
12:30
AM
0
0
0
0
0
12:45
AM
0
0
0
0
0
Total
0
0
0
0
0
01:00 AM
01:15 AM
01:30 AM
01:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total
02:00 AM
02:15 AM
02:30 AM
02:45 AM
0
0
0
0
0
Total
03:00 AM
03:15 AM
03:30 AM
03:45 AM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0
0
0
0
0
Total
04:00 AM
04:15 AM
04:30 AM
04:45 AM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0
0
0
0
0
Total
0
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Thurs
Site Code : KHA 674
Start Date : 11/21/2024
Page No : 2
Groups
Printed-
Light -
Heavy__
WCR 40
Westbound
WCR
Eastbound
40
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
05:00 AM
0
0
0
0
0
05:15
AM
1
1
0
0
1
05:30 AM
1
1
1
1
2
05:45
AM
1
1
0
0
1
Total
3
3
1
1
4
06:00 AM
06:15 AM
06:30 AM
06:45 AM
1
2
1
3
1
2
1
3
0
1
0
1
0
1
0
1
1
3
1
4
Total
07:00 AM
07:15 AM
07:30 AM
07:45 AM
7 7
6 6
6 6
0 0
3 3
2 2
2 2
2 2
5 5
2 2
9
8
8
5
5
Total
08:00 AM
08:15 AM
08:30 AM
08:45 AM
15 15
2 2
1 1
1 1
2 2
11 11
1 1
1 1
2 2
1 1
26
3
2
3
3
Total
09:00 AM
09:15 AM
09:30 AM
09:45 AM
6 6
2 2
1 1
0 0
0 0
5 5
2 2
2 2
2 2
0 0
11
4
3
2
0
Total
10:00 AM
10:15 AM
3 3
0 0
2 2
6 6
2 2
0 0
9
2
2
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Thurs
Site Code : KHA 674
Start Date : 11/21/2024
Page No : 3
Groups
Printed-
Light
-
Heavy__
WCR 40
Westbound
WCR
Eastbound
40
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
10:30
10:45
AM
AM
2
1
2
1
0 0
3 3
2
4
Total
5 5
5 5
10
11:00 AM
11:15 AM
11:30 AM
11:45 AM
1
1
0
1
1
1
0
1
0
0
0
1
0
0
0
1
1
1
0
2
Total
12:00 PM
12:15 PM
12:30 PM
12:45 PM
3 3
2 2
2 2
0 0
0 0
1 1
0 0
2 2
0 0
2 2
4
2
4
0
2
Total
01:00 PM
01:15 PM
01:30 PM
01:45 PM
4 4
2 2
1 1
2 2
0 0
4 4
0 0
2 2
0 0
0 0
8
2
3
2
0
Total
02:00 PM
02:15 PM
02:30 PM
02:45 PM
5 5
4 4
2 2
3 3
2 2
2 2
1 1
0 0
0 0
2 2
7
5
2
3
4
Total
03:00 PM
03:15 PM
03:30 PM
03:45 PM
11 11
0 0
0 0
0 0
4 4
3 3
0 0
1 1
2 2
0 0
14
0
1
2
4
Total
4 4
3 3
7
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Thurs
Site Code : KHA 674
Start Date : 11/21/2024
Page No : 4
Groups
Printed-
Light -
Heavy__
WCR 40
Westbound
WCR
Eastbound
40
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
04:00
PM
1
1
0
0
1
04:15
PM
2
2
1
1
3
04:30
PM
2
2
0
0
2
04:45
PM
1
1
3
3
4
Total
6
6
4
4
10
05:00 PM
05:15 PM
05:30 PM
05:45 PM
3
0
2
0
3
0
2
0
3
2
1
2
3
2
1
2
6
2
3
2
Total
06:00 PM
06:15 PM
06:30 PM
06:45 PM
5 5
1 1
0 0
0 0
0 0
8 8
0 0
1 1
0 0
0 0
13
1
1
0
0
Total
07:00 PM
07:15 PM
07:30 PM
07:45 PM
1 1
1 1
1 1
0 0
0 0
1 1
0 0
0 0
0 0
0 0
2
1
1
0
0
Total
08:00 PM
08:15 PM
08:30 PM
08:45 PM
2 2
0 0
0 0
0 0
0 0
0 0
1 1
0 0
0 0
0 0
2
1
0
0
0
Total
09:00 PM
09:15 PM
0 0
1 1
0 0
1 1
0 0
0 0
1
1
0
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Thurs
Site Code : KHA 674
Start Date : 11/21/2024
Page No : 5
Groups
Printed-
Light
-
Heavy__
WCR 40
Westbound
WCR
Eastbound
40
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
09:30
09:45
PM
PM
0 0
0 0
0 0
0 0
0
0
Total
1
1
0 0
1
10:00 PM
10:15 PM
10:30 PM
10:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total
11:00 PM
11:15 PM
11:30 PM
11:45 PM
0 0
0 0
0
0
0
0
0
0
0 0
0 0
0
0
0
0
0
0
0
0
0
0
0
Total
Grand Total
Apprch %
Total
Light
% Light
0
81
100
58.7
0
81
58.7
0
57
100
41.3
0
57
41.3
0
138
72 72
88.9 88.9
48 48
84.2 84.2
Heavy
Heavy
9 9
11.1 11.1
9 9
15.8 15.8
120
87
18
13
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Thurs
Site Code : KHA 674
Start Date : 11/21/2024
Page No : 6
o
U
To
O
H
C
O
CDCO
N T
T
co
co
"1 -
CO OD
.71-
N 07
N-
LO
A.
North
11/21/202 i 12:00 AM
11/21/2024 11:45 PM
Light
Heavy
1 7
CO
CO N
-r.
COO MW
CO
CD N
w
co
N
co O
O
2
r -h
= M
O
H
O
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Thurs
Site Code : KHA 674
Start Date : 11/21/2024
Page No : 7
WCR
Westbound
40
WCR
Eastbound
40
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
Peak Hour Analysis From 12:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total Volume
% App. Total
PH
6
6
0
3
6
6
0
3
2
2
5
2
2
2
5
2
15
100
15
11
100
11
8
8
5
5
26
.625
.625
.550
.550
.813
O
CO
N
T
T
LA-)
T
T
T
2
Peak Hour Data
North
Peak Hour Begins at 07:00 AM
Light
Heavy
1
cn
cn
N
0
Weld County, CO
Strear Property Soil Mine
24hr Peak
WCR 40 btwn SH 29 and US 85
R
D
C
Ridgeview Data
Collection
File Name : WCR 40 btwn SH 29 and US 85 Thurs
Site Code : KHA 674
Start Date : 11/21/2024
Page No : 8
WCR
Westbound
40
WCR
Eastbound
40
Start Time
Thru
App.
Total
Thru
App.
Total
Int.
Total
Peak Hour Analysis From 12:00 PM to 11:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM
04:30 PM
04:45 PM
05:00 PM
Total Volume
% App. Total
PH
2
2
1
3
2
2
1
3
1
0
3
3
1
0
3
3
8
100
8
7
100
7
3
2
4
6
15
.667
.667
.583
.583
.625
TO
48
I -
O
N -
CO
N-
2
_c /
H
Peak Hour Data
A.
North
Peak Hour Begins at 04:15 PM
Light
Heavy
1
H
E
CO
CO
C11
o
c
rh
_(")
= D3
0
0
a
Traffic Projections
CDOT OTIS: Strear Property Soil Mine
ROUTE
REFPT
ENDREFPT
LENGTH
UPDATEYR
AADT
YR20FACTOR
ANNUAL GROWTH RATE
DHV
DD
LOCATION
085C
253.809
256.857
3.046
2022
19000
1.42
1.77%
11.5
57
ON SH 85 NE/O SH 60 HOUSTON
085C
256.857
258.599
1.722
2022
20000
1.41
1.73%
11.5
57
ON SH 85 N E/O ASH ST CR 31 G I LCR EST
060B
16.573
20.203
3.615
2022
6800
1.53
2.15%
11
57
ON SH 60 N/O SH 85
AVG
1.45
1.88%
used in the Weld County 2035
Transportation Plan, as shown in Figure
25. Note that due to the FOCUS model
zone structure, the zones vary slightly
along WCR 73 and US 85. Figure 28
shows 2045 traffic projections for Weld
County, and Figure 30 shows truck
traffic forecasts for the County.
The traffic annual growth rate is
derived based on the FOCUS model
projected VMT growth rate between
the base year 2015 and 2045 by facility
type and subarea. Since the gravel
roads and subdivision roads are
beyond FOCUS model resolution, the
subarea level population growth rate
and subarea level VMT growth rate
were compared and the lesser growth
rates were chosen as the growth rate
for gravel roads and subdivision roads.
Table 5 lists the derived compound
annual growth rate by facility type
and subarea.
Table 5: Subarea Growth Rates
Figure 25: Subarea Road Locations
6,461
Fort Co
.5
?_5 15 55 65 5 95
La
,ter rI+
115
1?5 1125 1:35 155
14.0
AMEIrr
s
r
! J
go
..I
ngual I
•
i■a.Sil
Ta SI•
I �!:I 1
J r i
r
rrr.
Jr
11•
Loveiifi
€n ti •
e
14
s
• .•
tier), l
t
a,,:
15
•
r " e .. r •
r.
ra
r
all _••...1.
>♦ ... r .... •
1.11 . ■ .rr r • .
•rl��~•1•r�l'
1 N to•
•-
k
tgnmiirai„ iu
I:
udo
-I �u1!nu!
4-:
cr.
_Q
f�J
105
-r 85 95-
30
10
76
P
Nat
•
na
ands
11$ 15 155
49241
130
_ri
1
6
7
8
10
SUBAREA
1 2 3 4
Paved Arterial 2.630 0.98% 3.52% 3.42%
Paved Collector 4.81% 1.26% 5.02% 2.61
Paved Local 3.320 1.88% 1.95% 0.46%
Gravel Arterial 3.32% 1.88% 1.95% 0.46%
Gravel Collector 3.320 1.88% 1.95% 0.46%
Gravel Local 3.32% 1.88% 1.95% 0.46%
5
3.05%
6.14%
2.79%
2.79%
2.79%
2.79%
6 7 8
2.290 2.97% 2.53%
5.18% 2.64% 3.17%
2.340 1.12% 1.55%
2.34% 1.12% 1.55%
2.340 1.12% 1.55%
2.34% 1.12% 1.55%
Y
Intersection Capacity Analysis Outputs
Strear Property Soil Mine Existing
1: S H -60 & WC R-40
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 0.7
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 13
Future Vol, veh/h 13
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control
T
40111
1 5 4
1 5 4
4
1
3 1 223
3 1 223
t r
2 1 352 9
2 1 352 9
Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None
- None
- None
- None
Storage Length
- 600
- 125 - 550
Veh in Median Storage, # - 0
0
0
0
Grade, % - 0
0
0
0
Peak Hour Factor 90 90 90 90 90
90 90 90 90 90 90 90
Heavy Vehicles, % 10 10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 14 1 6 4 4 3 1 248
2 1 391 10
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 646 646 391 645 654 249 401
0 0 250 0 0
Stage 1 393 393
- 251 251
Stage 2 252 252
- 394 403
Critical Hdwy
7.2 6.6 6.3 7.2 6.6 6.3 4.2
- 4.2
Critical Hdwy Stg 1 6.2 5.6
- 6.2 5.6
Critical Hdwy Stg 2 6.2 5.6
- 6.2 5.6
Follow-up Hdwy
3.59 4.09 3.39 3.59 4.09 3.39 2.29
- 2.29
Pot Cap -1 Maneuver 374
380 640 374 376 771 1115
- 1270
Stage 1 616 592
- 736 685
Stage 2 735 684
- 615 586
Platoon blocked, %
Mov Cap -1 Maneuver 367
380 640 369 375 771 1115
- 1270
Mov Cap -2 Maneuver 367 380
- 369 375
Stage 1 615 591
- 735 684
Stage 2 726 683
- 608 585
Approach EB
WB
NB
SB
HCM Control Delay, s/v14.15
13.55
0.04
0.02
HCM LOS
B
B
M
inor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1115
- 414 433 1270
HCM Lane V/C Ratio 0.001
- 0.051 0.028 0.001
HCM Control Delay (s/veh) 8.2
- 14.2 13.6 7.8
HCM Lane LOS A
B B A
HCM 95th %tile Q(veh) 0
- 0.2 0.1 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 1
Strear Property Soil Mine Existing
1: S H -60 & WC R-40
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 0.9
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 22
Future Vol, veh/h 22
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control
2 8 3
2 8 3
1
ID) rIEN
8 7 520
8 7 520
t r
4 2 325 4
4 2 325 4
Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized
- None - None
- None
- None
Storage Length - - - - - - 600
- 125 - 550
Veh in Median Storage, # - 0 0
0
0
Grade,
0
0
Peak Hour Factor 96 96 96 96 96
96 96
96 96 96 96 96
Heavy Vehicles, % 10 10 10 10 10
10 10
10 10 10 10 10
Mvmt Flow 23 2 8 3 1
8 7 542
4 2 339 4
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 899 903 339 902 905 544 343
0 0 546 0 0
Stage 1 343 343 - 558 558
Stage 2 557 560
- 344 347
Critical Hdwy
7.2 6.6 6.3 7.2 6.6 6.3 4.2
- 4.2
Critical Hdwy Stg 1 6.2 5.6
- 6.2 5.6
Critical Hdwy Stg 2 6.2 5.6
- 6.2 5.6
Follow-up Hdwy
3.59 4.09 3.39 3.59 4.09 3.39 2.29
- 2.29
Pot Cap -1 Maneuver 251
269 686 250 268 524 1173
- 984
Stage 1 656 624
- 500 499
Stage 2 501 498
- 655 621
Platoon blocked, %
Mov Cap -1 Maneuver 244
267 686 243 266 524 1173
- 984
Mov Cap -2 Maneuver 244 267
- 243 266
Stage 1 655 622
- 497 496
Stage 2 489 495
- 644 620
Approach EB
WB
NB
SB
HCM Control Delay, s/v18.86
14.73
0.11
0.05
HCM LOS
C
B
M
inor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1173
- 293 383 984
HCM Lane V/C Ratio 0.006
- 0.114 0.033 0.002
HCM Control Delay (s/veh) 8.1
- 18.9 14.7 8.7
HCM Lane LOS A
C B A
HCM 95th %tile Q(veh) 0
- 0.4 0.1 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 1
Strear Property Soil Mine 2025 Background
1: S H -60 & WC R-40
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 0.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 13
Future Vol, veh/h 13
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
T
40111
1 5 4
1 5 4
4
1
3 1 230
3 1 230
2 1 363 9
2 1 363 9
RT Channelized - - None
- None
- None
- None
Storage Length
- 600
- 125 - 550
Veh in Median Storage, # - 0
0
0
0
Grade, % - 0
0
0
0
Peak Hour Factor 90 90 90 90
90 90 90 90 90 90 90 90
Heavy Vehicles, % 10 10 10 10
10 10 10 10 10 10 10 10
Mvmt Flow 14 1 6 4 4 3 1 256 2 1 403 10
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All
666 666 403 665 674 257 413 0 0 258 0 0
Stage 1 406 406
- 259 259
Stage 2 260 260
- 406 416
Critical Hdwy
7.2 6.6 6.3 7.2 6.6 6.3 4.2
- 4.2
Critical Hdwy Stg 1 6.2 5.6
- 6.2 5.6
Critical Hdwy Stg 2 6.2 5.6
- 6.2 5.6
Follow-up Hdwy
3.59 4.09 3.39 3.59 4.09 3.39 2.29
- 2.29
Pot Cap -1 Maneuver 362
370 630 363 366 763 1104
- 1262
Stage 1 606 585
- 728 679
Stage 2 727 678
- 606 579
Platoon blocked, %
Mov Cap -1 Maneuver 356
370 630 358 365 763 1104
- 1262
Mov Cap -2 Maneuver 356 370
- 358 365
Stage 1 606 584
- 728 678
Stage 2 719 678
- 599 578
Approach EB
WB
NB
SB
HCM Control Delay, s/v14.43
13.78
0.04
0.02
HCM LOS
B
B
Minor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1104
- 403 422 1262
HCM Lane V/C Ratio 0.001
- 0.052 0.029 0.001
HCM Control Delay (s/veh) 8.3
- 14.4 13.8 7.9
HCM Lane LOS A
B B A
HCM 95th %tile Q(veh) 0
- 0.2 0.1 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 1
Strear Property Soil Mine 2025 Background
1: S H -60 & WC R-40
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 23
Future Vol, veh/h 23
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control
2 8 3
2 8 3
1
114
8 7 536
8 7 536
t r
4 2 335 4
4 2 335 4
Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None
- None
- None
- None
Storage Length
- 600
- 125 - 550
Veh in Median Storage, # - 0
0
0
0
Grade, % 0
0
0
0
Peak Hour Factor 96 96 96 96 96
96 96 96 96 96 96 96
Heavy Vehicles, % 10 10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 24 2 8 3 1
8 7 558 4 2 349 4
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All
927 930 349 929 932 560 353
0 0 563 0 0
Stage 1 353 353
- 575 575
Stage 2 573 577
- 354 357
Critical Hdwy
7.2 6.6 6.3 7.2 6.6 6.3 4.2
- 4.2
Critical Hdwy Stg 1 6.2 5.6
- 6.2 5.6
Critical Hdwy Stg 2 6.2 5.6
- 6.2 5.6
Follow-up Hdwy
3.59 4.09 3.39 3.59 4.09 3.39 2.29
- 2.29
Pot Cap -1 Maneuver 241
259 677 240 258 513 1163
- 970
Stage 1 648 617
- 489 490
Stage 2 490 489
- 647 614
Platoon blocked, %
Mov Cap -1 Maneuver 234
257 677 233 256 513 1163
- 970
Mov Cap -2 Maneuver 234 257
- 233 256
Stage 1 646 616
- 486 487
Stage 2 478 486
- 635 613
Approach EB
WB
NB
SB
HCM Control Delay, s/v19.66
15.06
0.1
0.05
HCM LOS
C
C
M
inor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1163
- 280 371 970
HCM Lane V/C Ratio 0.006
- 0.123 0.034 0.002
HCM Control Delay (s/veh) 8.1
- 19.7 15.1 8.7
HCM Lane LOS A
C C A
HCM 95th %tile Q(veh) 0
- 0.4 0.1 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 1
Strear Property Soil Mine 2025 Total
1: S H -60 & WC R-40
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 0.9
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 13
Future Vol, veh/h 13
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control
T
40111
1 5 9
1 5 9
4
1
8 1 230
8 1 230
'15 t
7 6 363 9
7 6 363 9
Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None
- None
- None
- None
Storage Length
- 600
- 125 - 550
Veh in Median Storage, # - 0
0
0
0
Grade, % - 0
0
0
0
Peak Hour Factor 90 90 90 90 90
90 90 90 90 90 90 90
Heavy Vehicles, % 10 10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 14
1 6 10 4 9 1 256
8 7 403 10
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 677 682 403 679 688 259 413
0 0 263 0 0
Stage 1 417 417
- 262 262
Stage 2 260 266
- 417 427
Critical Hdwy
7.2 6.6 6.3 7.2 6.6 6.3 4.2
- 4.2
Critical Hdwy Stg 1 6.2 5.6
- 6.2 5.6
Critical Hdwy Stg 2 6.2 5.6
- 6.2 5.6
Follow-up Hdwy
3.59 4.09 3.39 3.59 4.09 3.39 2.29
- 2.29
Pot Cap -1 Maneuver 356
362 630 355 359 760 1104
- 1256
Stage 1 598 578
- 726 677
Stage 2 727 675
- 598 572
Platoon blocked, %
Mov Cap -1 Maneuver 346
360 630 349 357 760 1104
- 1256
Mov Cap -2 Maneuver 346 360
- 349 357
Stage 1 595 575
- 725 677
Stage 2 714 674
- 588 569
Approach EB
WB
NB
SB
HCM Control Delay, s/v14.68
13.61
0.03
0.13
HCM LOS
B
B
M
inor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1104
- 393 442 1256
HCM Lane V/C Ratio 0.001
- 0.054 0.053 0.005
HCM Control Delay (s/veh) 8.3
- 14.7 13.6 7.9
HCM Lane LOS A
B B A
HCM 95th %tile Q(veh) 0
- 0.2 0.2 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 1
Strear Property Soil Mine 2025 Total
1: S H -60 & WC R-40
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 1.2
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 23
Future Vol, veh/h 23
2 8 8
2 8
8 1
1
13 7 536
13 7 536
t r
9 7 335 4
9 7 335 4
Conflicting Peds, #/hr 0 0 0 0 L 0
Sign Control
0 0
0 0 0 0 0
Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized
- None
- None
- None
- None
Storage Length
- 600
- 125 - 550
Veh in Median Storage, # - 0
0
0
0
Grade,
0
0
0
0
Peak Hour Factor 96
96 96 96 96
96 96
96 96 96 96 96
Heavy Vehicles, % 10
10 10 10 10
10 10
10 10 10 10 10
Mvmt Flow 24
2 8 8 1
14 7 558
9 7 349 4
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 937 946 349 942 945 563 353
0 0 568 0 0
Stage 1 364 364
- 578 578
Stage 2 573 582
- 365 368
Critical Hdwy
7.2 6.6 6.3 7.2 6.6 6.3 4.2
- 4.2
Critical Hdwy Stg 1 6.2 5.6
- 6.2 5.6
Critical Hdwy Stg 2 6.2 5.6
- 6.2 5.6
Follow-up Hdwy
3.59 4.09 3.39 3.59 4.09 3.39 2.29
- 2.29
Pot Cap -1 Maneuver 237
254 677 235 254 511 1163
- 966
Stage 1 639 610
- 488 489
Stage 2 490 486
- 638 608
Platoon blocked, %
Mov Cap -1 Maneuver 227
250 677 227 250 511 1163
- 966
Mov Cap -2 Maneuver 227 250
- 227 250
Stage 1 634 606
- 485 486
Stage 2 473 483
- 624 603
Approach EB
WB
NB
SB
HCM Control Delay, s/v20.15
16.35
0.1
0.18
HCM LOS
C
C
Minor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)
1163
- 272 340 966
HCM Lane V/C Ratio
0.006
- 0.126 0.067 0.008
HCM Control Delay (s/veh) 8.1
- 20.1 16.3 8.8
HCM Lane LOS
A
C C A
HCM 95th %tile Q(veh)
0
- 0.4 0.2 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 1
Strear Property Soil Mine 2029 Background
1: S H -60 & WC R-40
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 0.8
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 15
Future Vol, veh/h 15
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control
1 6 5
1 6 5
5
1
3 1 259
3 1 259
t r
2 1 409 10
2 1 409 10
Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None
- None
- None
- None
Storage Length
- 600
- 125 - 550
Veh in Median Storage, # - 0
0
0
0
Grade, % - 0
0
0
0
Peak Hour Factor 90 90 90 90 90
90 90
90 90 90 90 90
Heavy Vehicles, % 10 10 10 10 10
10 10
10 10 10 10 10
Mvmt Flow 17
1 7 6 6 3 1 288
2 1 454 11
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 749 749 454 748 759 289 466
0 0 290 0 0
Stage 1 457 457
- 291 291
Stage 2 293 292
- 457 468
Critical Hdwy
7.2 6.6 6.3 7.2 6.6 6.3 4.2
- 4.2
Critical Hdwy Stg 1 6.2 5.6
- 6.2 5.6
Critical Hdwy Stg 2 6.2 5.6
- 6.2 5.6
Follow-up Hdwy
3.59 4.09 3.39 3.59 4.09 3.39 2.29
- 2.29
Pot Cap -1 Maneuver 318
331 589 319 327 732 1055
- 1227
Stage 1 569 554
- 700 657
Stage 2 698 657
- 568 548
Platoon blocked, %
Mov Cap -1 Maneuver 311
331 589 313 326 732 1055
- 1227
Mov Cap -2 Maneuver 311 331
- 313 326
Stage 1 568 554
- 699 657
Stage 2 689 656
- 560 548
Approach EB
WB
NB
SB
HCM Control Delay, s/v 15.8
15.2
0.03
0.02
HCM LOS
C
C
Minor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1055
- 358 367 1227
HCM Lane V/C Ratio 0.001
- 0.068 0.039 0.001
HCM Control Delay (s/veh) 8.4
- 15.8 15.2 7.9
HCM Lane LOS A
C C A
HCM 95th %tile Q(veh) 0
- 0.2 0.1 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 1
Strear Property Soil Mine 2029 Background
1: S H -60 & WC R-40
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 1.1
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 26
Future Vol, veh/h 26
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control
2 9 3
2 9 3
1
14
9 8 604
9 8 604
t r
5 2 378 5
5 2 378 5
Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized
- None
- None
- None
- None
Storage Length
- 600
- 125 - 550
Veh in Median Storage, # - 0
0
0
0
Grade,
0
0
0
0
Peak Hour Factor 96
96 96 96 96
96 96 96 96 96 96 96
Heavy Vehicles, % 10
10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 27
2 9 3 1
9 8 629 5 2 394 5
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 1044 1049 394 1047 1052 632 399
0 0 634 0 0
Stage 1 398 398
- 648 648
Stage 2 646 651
- 399 403
Critical Hdwy
7.2 6.6 6.3 7.2 6.6 6.3 4.2
- 4.2
Critical Hdwy Stg 1 6.2 5.6
- 6.2 5.6
Critical Hdwy Stg 2 6.2 5.6
- 6.2 5.6
Follow-up Hdwy 3.59 4.09 3.39 3.59 4.09 3.39 2.29
- 2.29
Pot Cap -1 Maneuver 200 220 638 199 219 466 1118
- 911
Stage 1 612 589
- 446 454
Stage 2 447 452
- 611 586
Platoon blocked, %
Mov Cap -1 Maneuver 193
218 638 192 217 466 1118
- 911
Mov Cap -2 Maneuver 193 218
- 192 217
Stage 1 611 588
- 442 450
Stage 2 434 449
- 599 585
Approach EB
WB
NB
SB
HCM Control Delay, s/v23.37
16.41
0.11
0.05
HCM LOS
C
C
M
inor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)
1118
- 234 329 911
HCM Lane V/C Ratio
0.007
- 0.165 0.041 0.002
HCM Control Delay (s/veh) 8.2
- 23.4 16.4 9
HCM Lane LOS
A
C C A
HCM 95th %tile Q(veh)
0
- 0.6 0.1 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 1
Strear Property Soil Mine 2029 Total
1: S H -60 & WC R-40
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 1
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 15
Future Vol, veh/h 15
1 6 10
1 6 10 5
1
8 1 259
8 1 259
t r
7 6 409 10
7 6 409 10
Conflicting Peds, #/hr 0 0 0 0 L 0
Sign Control
0 0
0 0 0 0 0
Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized
- None
- None
- None
- None
Storage Length
- 600
- 125 - 550
Veh in Median Storage, # - 0
0
0
0
Grade,
0
0
0
0
Peak Hour Factor 90
90 90 90 90
90 90
90 90 90 90 90
Heavy Vehicles, % 10
10 10 10 10
10 10
10 10 10 10 10
Mvmt Flow 17
1 7 11 6 9 1 288
8 7 454 11
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All
761 766 454 762 773 292 466
0 0 296 0 0
Stage 1 468 468
- 294 294
Stage 2 293 298
- 468 479
Critical Hdwy
7.2 6.6 6.3 7.2 6.6 6.3 4.2
- 4.2
Critical Hdwy Stg 1 6.2 5.6
- 6.2 5.6
Critical Hdwy Stg 2 6.2 5.6
- 6.2 5.6
Follow-up Hdwy
3.59 4.09 3.39 3.59 4.09 3.39 2.29
- 2.29
Pot Cap -1 Maneuver 313
324 589 312 321 729 1055
- 1222
Stage 1 561 548
- 697 655
Stage 2 698 653
- 560 542
Platoon blocked, %
Mov Cap -1 Maneuver 301
322 589 305 319 729 1055
- 1222
Mov Cap -2 Maneuver 301 322
- 305 319
Stage 1 558 545
- 697 655
Stage 2 683 652
- 550 539
Approach EB
WB
NB
SB
HCM Control Delay, s/v16.09
14.96
0.03
0.11
HCM LOS
C
B
M
inor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)
1055
- 349 387 1222
HCM Lane V/C Ratio
0.001
- 0.07 0.066 0.005
HCM Control Delay (s/veh) 8.4
- 16.1 15 8
HCM Lane LOS
A
C B A
HCM 95th %tile Q(veh)
0
- 0.2 0.2 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 1
Strear Property Soil Mine 2029 Total
1: S H -60 & WC R-40
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 1.3
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 26
Future Vol, veh/h 26
T
40111
2 9 8
2 9
8 1
ID) 14 t
14 8 604 10 7 378 5
14 8 604 10 7 378 5
Conflicting Peds, #/hr 0 0 0 0 L 0
Sign Control
0 0 0 0 0 0 0
Stop Stop Stop Stop Stop Stop
Free Free Free Free Free Free
RT Channelized
- None
- None
- None
- None
Storage Length
- 600
- 125 - 550
Veh in Median Storage, # - 0
0
0
0
Grade,
0
0
0
0
Peak Hour Factor 96
96 96 96 96
96 96 96 96 96 96 96
Heavy Vehicles, % 10
10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 27
2 9 8 1
15 8 629 10 7 394 5
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 1055 1065 394 1060 1065 634 399
0 0 640 0 0
Stage 1 408 408
- 651 651
Stage 2 646 656
- 409 414
Critical Hdwy
7.2 6.6 6.3 7.2 6.6 6.3 4.2
- 4.2
Critical Hdwy Stg 1 6.2 5.6
- 6.2 5.6
Critical Hdwy Stg 2 6.2 5.6
- 6.2 5.6
Follow-up Hdwy
3.59 4.09 3.39 3.59 4.09 3.39 2.29
- 2.29
Pot Cap -1 Maneuver 197
215 638 195 215 465 1118
- 907
Stage 1 604 583
- 444 452
Stage 2 447 450
- 603 580
Platoon blocked, %
Mov Cap -1 Maneuver 187
212 638 187 212 465 1118
- 907
Mov Cap -2 Maneuver 187 212
- 187 212
Stage 1 599 578
- 441 449
Stage 2 429 447
- 588 575
Approach EB
WB
NB
SB
HCM Control Delay, s/v24.05
18.21
0.11
0.16
HCM LOS
C
C
Minor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)
1118
- 227 297 907
HCM Lane V/C Ratio
0.007
- 0.17 0.081 0.008
HCM Control Delay (s/veh) 8.2
- 24.1 18.2 9
HCM Lane LOS
A
C C A
HCM 95th %tile Q(veh)
0
- 0.6 0.3 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 1
Strear Property Soil Mine Existing
2: WCR-29 -2 9& WCR-40
-4 0
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 5.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 3
Future Vol, veh/h 3
T
40111
5 0 0
5 0
0
8
0 1
0 1
9 0 1
9 0 1
2 5
2 5
Conflicting Peds, #/hr 0
0 0
0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized
- None
- None
- None
- None
Storage Length
Veh in Median Storage, # -
0
0
0
0
Grade,
0
0
0
0
Peak Hour Factor 77
77 77
77 77 77 77 77 77 77 77 77
Heavy Vehicles, % 10
10 10
10 10 10 10 10 10 10 10 10
Mvmt Flow 4
6 0
0 10 0 1 12 0 1 3 6
Major/Minor Major1
Major2
Minor1
Minor2
Conflicting Flow All 10 0 0 6 0 0 26
25 6 31 25 10
Stage 1
- 14 14
10 10
Stage 2
12 10 - 20 14
Critical Hdwy 4.2
- 4.2
- 7.2 6.6 6.3 7.2 6.6 6.3
Critical Hdwy Stg 1
- 6.2 5.6 - 6.2 5.6
Critical Hdwy Stg 2
- 6.2 5.6 - 6.2 5.6
Follow-up Hdwy 2.29
- 2.29
- 3.59 4.09 3.39 3.59 4.09 3.39
Pot Cap -1 Maneuver 1558
- 1563
- 964 853 1053 958 853 1048
Stage 1
- 985 868 - 990 871
Stage 2
- 989 871 - 978 868
Platoon blocked, %
Mov Cap -1 Maneuver 1558
- 1563
- 953 851 1053 942 851 1048
Mov Cap -2 Maneuver
- 953 851 - 942 851
Stage 1
- 983 866 - 990 871
Stage 2
- 979 871 - 963 866
Approach EB
WB
NB
SB
HCM Control Delay, s/v 2.74
0
9.25
8.72
HCM LOS
A
A
Minor Lane/Major Mvmt
NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h)
860 675
- 1563
- 978
HCM Lane V/C Ratio
0.015 0.003
- 0.011
HCM Control Delay (s/veh)
9.2 7.3 0
0
- 8.7
HCM Lane LOS
A
A A
A
A
HCM 95th %tile Q(veh)
0 0
0
0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 2
Strear Property Soil Mine Existing
2: WC R-29 & WC R-40 Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 6.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations T
Traffic Vol, veh/h 6 4 1 0
Future Vol, veh/h 6 4 1 0
4
0 1
0 1
9 0 0 2 6
9 0 0 2 6
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized
- None - - None - - None - - None
Storage Length
Veh in Median Storage, # - 0 - - 0
0 - - 0
Grade,
0 - - 0
Peak Hour Factor 64 64 64 64 64 64 64 64 64 64 64 64
Heavy Vehicles, % 10 10 10 10 10 10 10 10 10 10 10 10
Mvmt Flow 9 6 2 0 6 0 2 14 0 0 3 9
Major/Minor
Major1 Major2 Minor1 Minor2
Conflicting Flow All 6 0 0 8 0 0 34 32 7 38 33 6
Stage 1
- 26 26 - 6 6
Stage 2 - - - - - - 8 6 - 32 27
Critical Hdwy 4.2 - - 4.2 - - 7.2 6.6 6.3 7.2 6.6 6.3
Critical Hdwy Stg 1 - - - - - - 6.2 5.6 - 6.2 5.6
Critical Hdwy Stg 2 - - - - - - 6.2 5.6 - 6.2 5.6
Follow-up Hdwy 2.29 - - 2.29 - - 3.59 4.09 3.39 3.59 4.09 3.39
Pot Cap -1 Maneuver 1564
- 1562 - - 953 845 1052 947 844 1053
Stage 1 - - - - - - 972 858 - 995 875
Stage 2 - - - - - - 993 875 - 964 857
Platoon blocked, %
Mov Cap -1 Maneuver 1564
- 1562 - - 936 840 1052 925 839 1053
Mov Cap -2 Maneuver - - - - - - 936 840 - 925 839
Stage 1 - - - - - - 966 853 - 995 875
Stage 2 - - - - - - 981 875 - 943 852
Approach
EB WB
NB SB
HCM Control Delay, s/v 3.99 0 9.32 8.68
HCM LOS
A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h) 849 944
- 1562 - - 990
HCM Lane V/C Ratio 0.018 0.006 - - - - - 0.013
HCM Control Delay (s/veh) 9.3 7.3 0
0 - - 8.7
HCM Lane LOS
A A A - A - - A
HCM 95th %tile Q(veh) 0.1 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 2
Strear Property Soil Mine 2025 Background
2: WCR-29 -2 9& WCR-40
-4 0
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 5.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 3
Future Vol, veh/h 3
T
40111
5 0 0
5 0
0
8
0 1
0 1
9 0 1
9 0 1
2 5
2 5
Conflicting Peds, #/hr 0
0 0
0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized
- None
- None
- None
- None
Storage Length
Veh in Median Storage, # -
0
0
0
0
Grade,
0
0
0
0
Peak Hour Factor 77
77 77
77 77 77 77 77 77 77 77 77
Heavy Vehicles, % 10
10 10
10 10 10 10 10 10 10 10 10
Mvmt Flow 4
6 0
0 10 0 1 12 0 1 3 6
Major/Minor Major1
Major2
Minor1
Minor2
Conflicting Flow All 10 0 0 6 0 0 26
25 6 31 25 10
Stage 1
- 14 14
10 10
Stage 2
12 10 - 20 14
Critical Hdwy 4.2
- 4.2
- 7.2 6.6 6.3 7.2 6.6 6.3
Critical Hdwy Stg 1
- 6.2 5.6 - 6.2 5.6
Critical Hdwy Stg 2
- 6.2 5.6 - 6.2 5.6
Follow-up Hdwy 2.29
- 2.29
- 3.59 4.09 3.39 3.59 4.09 3.39
Pot Cap -1 Maneuver 1558
- 1563
- 964 853 1053 958 853 1048
Stage 1
- 985 868 - 990 871
Stage 2
- 989 871 - 978 868
Platoon blocked, %
Mov Cap -1 Maneuver 1558
- 1563
- 953 851 1053 942 851 1048
Mov Cap -2 Maneuver
- 953 851 - 942 851
Stage 1
- 983 866 - 990 871
Stage 2
- 979 871 - 963 866
Approach EB
WB
NB
SB
HCM Control Delay, s/v 2.74
0
9.25
8.72
HCM LOS
A
A
Minor Lane/Major Mvmt
NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h)
860 675
- 1563
- 978
HCM Lane V/C Ratio
0.015 0.003
- 0.011
HCM Control Delay (s/veh)
9.2 7.3 0
0
- 8.7
HCM Lane LOS
A
A A
A
A
HCM 95th %tile Q(veh)
0 0
0
0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 2
Strear Property Soil Mine 2025 Background
2: WC R-29 & WC R-40 Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 6.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations T
Traffic Vol, veh/h 6 4 1 0
Future Vol, veh/h 6 4 1 0
4
0 1
0 1
9 0 0 2 6
9 0 0 2 6
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized
- None - - None - - None - - None
Storage Length
Veh in Median Storage, # - 0 - - 0
0 - - 0
Grade,
0 - - 0
Peak Hour Factor 64 64 64 64 64 64 64 64 64 64 64 64
Heavy Vehicles, % 10 10 10 10 10 10 10 10 10 10 10 10
Mvmt Flow 9 6 2 0 6 0 2 14 0 0 3 9
Major/Minor
Major1 Major2 Minor1 Minor2
Conflicting Flow All 6 0 0 8 0 0 34 32 7 38 33 6
Stage 1
- 26 26 - 6 6
Stage 2 - - - - - - 8 6 - 32 27
Critical Hdwy 4.2 - - 4.2 - - 7.2 6.6 6.3 7.2 6.6 6.3
Critical Hdwy Stg 1 - - - - - - 6.2 5.6 - 6.2 5.6
Critical Hdwy Stg 2 - - - - - - 6.2 5.6 - 6.2 5.6
Follow-up Hdwy 2.29 - - 2.29 - - 3.59 4.09 3.39 3.59 4.09 3.39
Pot Cap -1 Maneuver 1564
- 1562 - - 953 845 1052 947 844 1053
Stage 1 - - - - - - 972 858 - 995 875
Stage 2 - - - - - - 993 875 - 964 857
Platoon blocked, %
Mov Cap -1 Maneuver 1564
- 1562 - - 936 840 1052 925 839 1053
Mov Cap -2 Maneuver - - - - - - 936 840 - 925 839
Stage 1 - - - - - - 966 853 - 995 875
Stage 2 - - - - - - 981 875 - 943 852
Approach
EB WB
NB SB
HCM Control Delay, s/v 3.99 0 9.32 8.68
HCM LOS
A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h) 849 944
- 1562 - - 990
HCM Lane V/C Ratio 0.018 0.006 - - - - - 0.013
HCM Control Delay (s/veh) 9.3 7.3 0
0 - - 8.7
HCM Lane LOS
A A A - A - - A
HCM 95th %tile Q(veh) 0.1 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 2
Strear Property Soil Mine 2025 Total
2: WCR-29 -2 9& WCR-40
-4 0
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 3.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 3
15 0
0 18 0 1 9 0 1 2 5
Future Vol, veh/h 3
15 0 0 18 0 1 9 0 1 2 5
Conflicting Peds, #/hr 0
0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized
- None
- None
- None
- None
Storage Length
Veh in Median Storage, # -
0
0
0
0
Grade,
0
0
0
0
Peak Hour Factor 77
77 77 77 77 77 77 77 77 77 77 77
Heavy Vehicles, % 10
10 10 10 10 10 10 10 10 10 10 10
Mvmt Flow 4
19 0 0 23 0 1 12 0 1 3 6
Major/Minor Major1
Major2
Minor1
Minor2
Conflicting Flow All 23
0 0 19 0 0 52 51 19 56 51 23
Stage 1
- 27 27
23 23
Stage 2
- 25 23
33 27
Critical Hdwy 4.2
- 4.2
- 7.2 6.6 6.3 7.2 6.6 6.3
Critical Hdwy Stg 1
- 6.2 5.6 - 6.2 5.6
Critical Hdwy Stg 2
- 6.2 5.6 - 6.2 5.6
Follow-up Hdwy 2.29
- 2.29
- 3.59 4.09 3.39 3.59 4.09 3.39
Pot Cap -1 Maneuver 1541
- 1546
- 927 825 1036 921 825 1031
Stage 1
- 970 857 - 974 860
Stage 2
- 973 860 - 963 857
Platoon blocked, %
Mov Cap -1 Maneuver 1541
- 1546
- 916 823 1036 906 823 1031
Mov Cap -2 Maneuver
- 916 823 - 906 823
Stage 1
- 967 855 - 974 860
Stage 2
- 964 860 - 947 855
Approach EB
WB
NB
SB
HCM Control Delay, s/v 1.22
0
9.4
8.81
HCM LOS
A
A
Minor Lane/Major Mvmt
NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h)
832 300
- 1546
- 954
HCM Lane V/C Ratio
0.016 0.003
- 0.011
HCM Control Delay (s/veh)
9.4 7.3 0
0
- 8.8
HCM Lane LOS
A
A A
A
A
HCM 95th %tile Q(veh)
0 0
0
0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 2
Strear Property Soil Mine 2025 Total
2: WCR-29 -2 9& WCR-40
-4 0
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 6
Future Vol, veh/h 6
n
0 14 0 1
0 14 0 1
9 0 0 2 6
9 0 0 2 6
Conflicting Peds, #/hr 0
0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized
- None
- None
- None
- None
Storage Length
Veh in Median Storage, # -
0
0
0
0
Grade,
0
0
0
0
Peak Hour Factor 64
64 64 64 64 64 64 64 64 64 64 64
Heavy Vehicles, % 10
10 10 10 10 10 10 10 10 10 10 10
Mvmt Flow 9
22 2 0 22 0 2 14 0 0 3 9
Major/Minor Major1
Major2
Minor1
Minor2
Conflicting Flow All 22 0 0 23 0 0 65 63 23 70 64 22
Stage 1
- 41 41
22 22
Stage 2
- 23 22 - 48 42
Critical Hdwy 4.2
- 4.2
- 7.2 6.6 6.3 7.2 6.6 6.3
Critical Hdwy Stg 1
- 6.2 5.6 - 6.2 5.6
Critical Hdwy Stg 2
- 6.2 5.6 - 6.2 5.6
Follow-up Hdwy 2.29
- 2.29
- 3.59 4.09 3.39 3.59 4.09 3.39
Pot Cap -1 Maneuver 1543
- 1541
- 910 812 1032 903 811 1033
Stage 1
- 953 845 - 976 861
Stage 2
- 974 861 - 946 844
Platoon blocked, %
Mov Cap -1 Maneuver 1543
- 1541
- 892 807 1032 882 806 1033
Mov Cap -2 Maneuver
- 892 807 - 882 806
Stage 1
- 947 840 - 976 861
Stage 2
- 962 861 - 924 839
Approach EB
WB
NB
SB
HCM Control Delay, s/v 2.1
0
9.5
8.78
HCM LOS
A
A
Minor Lane/Major Mvmt
NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h)
815 508
- 1541
- 965
HCM Lane V/C Ratio
0.019 0.006
- 0.013
HCM Control Delay (s/veh)
9.5 7.3 0
0
- 8.8
HCM Lane LOS
A
A A
A
A
HCM 95th %tile Q(veh)
0.1 0
0
0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 2
Strear Property Soil Mine 2029 Background
2: WCR-29 -2 9& WCR-40
-4 0
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 5.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
n
14
Traffic Vol, veh/h 3
6 0 0 9 0 1 10 0 1 2 6
Future Vol, veh/h 3 6 0 0 9 0 1 10 0 1 2 6
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized
- None
- None
- None
- None
Storage Length
Veh in Median Storage, # - 0
0
0
0
Grade,
0
0
0
0
Peak Hour Factor 77 77 77 77 77 77 77 77 77 77 77 77
Heavy Vehicles, % 10 10 10 10 10 10 10 10 10 10 10 10
Mvmt Flow 4 8 0 0 12 0 1 13 0 1 3 8
Major/Minor Major1
Major2
Minor1
Minor2
Conflicting Flow All 12 0 0 8 0 0 29 27 8 34 27 12
Stage 1
- 16 16
12 12
Stage 2
13 12 - 22 16
Critical Hdwy 4.2
- 4.2
- 7.2 6.6 6.3 7.2 6.6 6.3
Critical Hdwy Stg 1
- 6.2 5.6 - 6.2 5.6
Critical Hdwy Stg 2
- 6.2 5.6 - 6.2 5.6
Follow-up Hdwy 2.29
- 2.29
- 3.59 4.09 3.39 3.59 4.09 3.39
Pot Cap -1 Maneuver 1557
- 1562
- 961 850 1051 953 850 1046
Stage 1
- 984 867 - 989 870
Stage 2
- 987 870 - 976 867
Platoon blocked, %
Mov Cap -1 Maneuver 1557
- 1562
- 948 848 1051 936 848 1046
Mov Cap -2 Maneuver
- 948 848 - 936 848
Stage 1
- 981 865 - 989 870
Stage 2
- 977 870 - 959 865
Approach EB
WB
NB
SB
HCM Control Delay, s/v 2.44
0
9.28
8.71
HCM LOS
A
A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h)
856 600
- 1562
- 982
HCM Lane V/C Ratio
0.017 0.003
- 0.012
HCM Control Delay (s/veh) 9.3 7.3 0
0
- 8.7
HCM Lane LOS
A A A
A
A
HCM 95th %tile Q(veh)
0.1 0
0
0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 2
Strear Property Soil Mine 2029 Background
2: WCR-29 -2 9& WCR-40
-4 0
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 6.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 7
Future Vol, veh/h 7
T
40111
5 1 0
5 1 0
5
444
0 1 10
0 1 10
0 0 2 7
0 0 2 7
Conflicting Peds, #/hr 0
0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized
- None
- None
- None
- None
Storage Length
Veh in Median Storage, # -
0
0
0
0
Grade,
0
0
0
0
Peak Hour Factor 64
64 64 64 64 64 64 64 64 64 64 64
Heavy Vehicles, % 10
10 10 10 10 10 10 10 10 10 10 10
Mvmt Flow 11
8 2 0 8 0 2 16 0 0 3 11
Major/Minor Major1
Major2
Minor1
Minor2
Conflicting Flow All 8 0 0 9 0 0 40 38 9 45 39 8
Stage 1
- 30 30
8 8
Stage 2
9 8 - 38 31
Critical Hdwy 4.2
- 4.2
- 7.2 6.6 6.3 7.2 6.6 6.3
Critical Hdwy Stg 1
- 6.2 5.6 - 6.2 5.6
Critical Hdwy Stg 2
- 6.2 5.6 - 6.2 5.6
Follow-up Hdwy 2.29
- 2.29
- 3.59 4.09 3.39 3.59 4.09 3.39
Pot Cap -1 Maneuver 1562
- 1560
- 944 839 1050 937 838 1051
Stage 1
- 966 854 - 993 873
Stage 2
- 991 873 - 958 853
Platoon blocked, %
Mov Cap -1 Maneuver 1562
- 1560
- 925 833 1050 913 832 1051
Mov Cap -2 Maneuver
- 925 833 - 913 832
Stage 1
- 959 848 - 993 873
Stage 2
- 978 873 - 933 847
Approach EB
WB
NB
SB
HCM Control Delay, s/v 3.94
0
9.37
8.68
HCM LOS
A
A
Minor Lane/Major Mvmt
NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h)
840 938
- 1560
- 993
HCM Lane V/C Ratio
0.02 0.007
- 0.014
HCM Control Delay (s/veh)
9.4 7.3 0
0
- 8.7
HCM Lane LOS
A
A A
A
A
HCM 95th %tile Q(veh)
0.1 0
0
0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 2
Strear Property Soil Mine 2029 Total
2: WCR-29 -2 9& WCR-40
-4 0
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 3.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 3
Future Vol, veh/h 3
16
16 0
0 0 19 0 1 10 0 1 2 6
0 19 0 1 10 0 1 2 6
Conflicting Peds, #/hr 0
0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized
- None
- None
- None
- None
Storage Length
Veh in Median Storage, # -
0
0
0
0
Grade,
0
0
0
0
Peak Hour Factor 77
77 77 77 77 77 77 77 77 77 77 77
Heavy Vehicles, % 10
10 10 10 10 10 10 10 10 10 10 10
Mvmt Flow 4
21 0 0 25 0 1 13 0 1 3 8
Major/Minor Major1
Major2
Minor1
Minor2
Conflicting Flow All 25 0 0 21 0 0 55 53 21 60 53 25
Stage 1
- 29 29
25 25
Stage 2
- 26 25 - 35 29
Critical Hdwy 4.2
- 4.2
- 7.2 6.6 6.3 7.2 6.6 6.3
Critical Hdwy Stg 1
- 6.2 5.6 - 6.2 5.6
Critical Hdwy Stg 2
- 6.2 5.6 - 6.2 5.6
Follow-up Hdwy 2.29
- 2.29
- 3.59 4.09 3.39 3.59 4.09 3.39
Pot Cap -1 Maneuver 1539
- 1545
- 924 823 1034 917 823 1029
Stage 1
- 968 856 - 973 859
Stage 2
- 971 859 - 961 856
Platoon blocked, %
Mov Cap -1 Maneuver 1539
- 1545
- 912 821 1034 900 821 1029
Mov Cap -2 Maneuver
- 912 821 - 900 821
Stage 1
- 966 853 - 973 859
Stage 2
- 961 859 - 944 853
Approach EB
WB
NB
SB
HCM Control Delay, s/v 1.16
0
9.42
8.8
HCM LOS
A
A
Minor Lane/Major Mvmt
NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h)
828 284
- 1545
- 960
HCM Lane V/C Ratio
0.017 0.003
- 0.012
HCM Control Delay (s/veh)
9.4 7.3 0
0
- 8.8
HCM Lane LOS
A
A A
A
A
HCM 95th %tile Q(veh)
0.1 0
0
0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 2
Strear Property Soil Mine 2029 Total
2: WCR-29 -2 9& WCR-40
-4 0
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 4.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
14
Traffic Vol, veh/h 7
15 1 0 15 0 1 10 0 0 2 7
Future Vol, veh/h 7
15 1 0 15 0 1 10 0 0 2 7
Conflicting Peds, #/hr 0
0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized
- None
- None
- None
- None
Storage Length
Veh in Median Storage, # -
0
0
0
0
Grade,
0
0
0
0
Peak Hour Factor 64
64 64 64 64 64 64 64 64 64 64 64
Heavy Vehicles, % 10
10 10 10 10 10 10 10 10 10 10 10
Mvmt Flow 11
23 2 0 23 0 2 16 0 0 3 11
Major/Minor Major1
Major2
Minor1
Minor2
Conflicting Flow All 23 0 0 25 0 0 71 70 24 77 70 23
Stage 1
- 46 46 - 23 23
Stage 2
- 25 23 - 53 47
Critical Hdwy 4.2
- 4.2
- 7.2 6.6 6.3 7.2 6.6 6.3
Critical Hdwy Stg 1
- 6.2 5.6 - 6.2 5.6
Critical Hdwy Stg 2
- 6.2 5.6 - 6.2 5.6
Follow-up Hdwy 2.29
- 2.29
- 3.59 4.09 3.39 3.59 4.09 3.39
Pot Cap -1 Maneuver 1541
- 1539
- 901 806 1030 894 805 1031
Stage 1
- 948 841 - 974 860
Stage 2
- 973 860 - 940 840
Platoon blocked, %
Mov Cap -1 Maneuver 1541
- 1539
- 882 800 1030 870 799 1031
Mov Cap -2 Maneuver
- 882 800 - 870 799
Stage 1
- 941 835 - 974 860
Stage 2
- 959 860 - 915 834
Approach EB
WB
NB
SB
HCM Control Delay, s/v 2.24
0
9.56
8.77
HCM LOS
A
A
Minor Lane/Major Mvmt
NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h)
807 541
- 1539
- 968
HCM Lane V/C Ratio
0.021 0.007
- 0.015
HCM Control Delay (s/veh)
9.6 7.4 0
0
- 8.8
HCM Lane LOS
A
A A
A
A
HCM 95th %tile Q(veh)
0.1 0
0
0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 2
Strear Property Soil Mine Existing
3: US -85 & WC R-40
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
T
40111
7 15 880 9
Traffic Vol, veh/h 2 3 3 2 2 24
0 608
Future Vol, veh/h 2 3 3 2 2
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
24 0 608 7 15 880 9
RT Channelized - - Stop
- Stop
- None
- None
Storage Length
- 125 - 250 75 - 250
Veh in Median Storage, # - 1
1
0
0
Grade, % - 0
0
0
0
Peak Hour Factor 92
92 92 92 92
92 92 92 92 92 92 92
Heavy Vehicles, % 10
10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 2
3 3 2 2
26 0 661 8 16 957 10
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All
1321 1658 478 1173 1660 330 966 0 0 668 0 0
Stage 1
989 989
- 661 661
Stage 2
332 668
- 513 999
Critical Hdwy
7.7 6.7 7.1 7.7 6.7 7.1 4.3
- 4.3
Critical Hdwy Stg 1
6.7 5.7
- 6.7 5.7
Critical Hdwy Stg 2
6.7 5.7
- 6.7 5.7
Follow-up Hdwy
3.6 4.1 3.4 3.6 4.1 3.4 2.3
- 2.3
Pot Cap -1 Maneuver 107
89 512 138 89 642 661
- 865
Stage 1
250 306
- 399 439
Stage 2
634 435
- 492 302
Platoon blocked, %
Mov Cap -1 Maneuver 100
88 512 132 87 642 661
- 865
Mov Cap -2 Maneuver 193 198
- 258 199
Stage 1 245 300
- 399 439
Stage 2 605 435
- 475 297
Approach EB
WB
NB
SB
HCM Control Delay, s/v17.72
11.14
0
0.15
HCM LOS
C
B
M
inor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 661
ME
- 292 617 865
HCM Lane V/C Ratio
- 0.03 0.049 0.019
HCM Control Delay (s/veh) 0
- 17.7 11.1 9.2
HCM Lane LOS A
C B A
HCM 95th %tile Q(veh) 0
- 0.1 0.2 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 3
Strear Property Soil Mine Existing
3: US -85 & WC R-40
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 6
Future Vol, veh/h 6
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop
2
ID) tt 7 11 Att
13 2 1075 1 10 663 3
13 2 1075 1 10 663 3
Free Free Free Free Free Free
RT Channelized - - Stop
- Stop
- None
- None
Storage Length
- 125 - 250 75 - 250
Veh in Median Storage, # - 1
1
0
0
Grade, % - 0
0
0
0
Peak Hour Factor 89 89 89 89 89
89 89 89 89 89 89 89
Heavy Vehicles, % 10 10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 7 1 1 1 2
15 2 1208 1 11 745 3
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 1377 1981 372 1608 1983 604 748 0 0 1209 0 0
Stage 1 767 767
- 1212 1212
Stage 2 610 1213
- 396 771
Critical Hdwy
7.7 6.7 7.1 7.7 6.7 7.1 4.3
- 4.3
Critical Hdwy Stg 1 6.7 5.7
- 6.7 5.7
Critical Hdwy Stg 2 6.7 5.7
- 6.7 5.7
Follow-up Hdwy
3.6 4.1 3.4 3.6 4.1 3.4 2.3
- 2.3
Pot Cap -1 Maneuver 97
55 602 65 55 422 806
- 530
Stage 1 343 391
- 181 238
Stage 2 430 237
- 580 389
Platoon blocked, %
Mov Cap -1 Maneuver 90
54 602 62 54 422 806
- 530
Mov Cap -2 Maneuver 207 152
- 144 156
Stage 1 336 382
- 180 237
Stage 2 410 237
- 565 381
Approach EB
WB
NB
SB
HCM Control Delay, s/v21.79
14.64
0.02
0.18
HCM LOS
C
B
Minor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 806
ME
- 223 392 530
HCM Lane V/C Ratio 0.003
- 0.04 0.046 0.021
HCM Control Delay (s/veh) 9.5
- 21.8 14.6 11.9
HCM Lane LOS A
C B B
HCM 95th %tile Q(veh) 0
- 0.1 0.1 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 3
Strear Property Soil Mine 2025 Background
3: US -85 & WC R-40
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
T
40111
tat 4,s kit r
Traffic Vol, veh/h 2 3 3 2 2 25
0 627
7 15 907 9
Future Vol, veh/h 2 3 3 2 2
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control
25
0 627
7 15 907 9
Stop Stop Stop Stop Stop Stop Free Free Free
Free Free Free
RT Channelized - - Stop
- Stop
- None
- None
Storage Length
- 125 - 250 75 - 250
Veh in Median Storage, # - 1
1
0
0
Grade, % - 0
0
0
0
Peak Hour Factor 92 92 92 92 92
92 92 92 92 92 92 92
Heavy Vehicles, % 10 10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 2
3 3 2 2
27 0 682
8 16 986 10
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 1360 1708 493 1209 1710 341 996
0 0 689 0 0
Stage 1 1018 1018
- 682 682
Stage 2 342 689
- 527 1028
Critical Hdwy 7.7 6.7 7.1 7.7 6.7 7.1 4.3
- 4.3
Critical Hdwy Stg 1 6.7 5.7
- 6.7 5.7
Critical Hdwy Stg 2 6.7 5.7
- 6.7 5.7
Follow-up Hdwy 3.6 4.1 3.4 3.6 4.1 3.4 2.3
- 2.3
Pot Cap -1 Maneuver 100
83 501 130 83 632 644
- 850
Stage 1 240 296
- 388 429
Stage 2 625 426
- 482 293
Platoon blocked, %
Mov Cap -1 Maneuver
93 81 501 124
81 632 644
- 850
Mov Cap -2 Maneuver 185 191
- 249 192
Stage 1 235 290
- 388 429
Stage 2 595 426
- 465 287
Approach EB
WB
NB
SB
HCM Control Delay, s/v18.23
11.26
0
0.15
HCM LOS
C
B
Mi
nor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 644
ME
- 281 607 850
HCM Lane V/C Ratio
- 0.031 0.052 0.019
HCM Control Delay (s/veh) 0
- 18.2 11.3 9.3
HCM Lane LOS A
C B A
HCM 95th %tile Q(veh) 0
- 0.1 0.2 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 3
Strear Property Soil Mine 2025 Background
3: US -85 & WC R-40
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 0.3
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
n
rr �s kit r
Traffic Vol, veh/h 6
1 1 1 2
13
2 1108
1 10 683 3
Future Vol, veh/h 6
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control
1 1 1 2
13
2 1108
1 10 683 3
Stop Stop Stop Stop Stop Stop Free Free
Free Free Free Free
RT Channelized
- Stop
- Stop
- None - - None
Storage Length
- 125
- 250 75 - 250
Veh in Median Storage, # - 1
1
0
0
Grade,
0
0
0
0
Peak Hour Factor 89
89 89 89 89
89 89
89 89 89 89 89
Heavy Vehicles, % 10
10 10 10 10
10 10
10 10 10 10 10
Mvmt Flow 7
1 1 1 2
15
2 1245
1 11 767 3
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All
1418 2040 384 1656 2043 622 771
0 0 1246 0 0
Stage 1
790 790
- 1249 1249
Stage 2 628 1251
- 407 793
Critical Hdwy
7.7 6.7 7.1 7.7 6.7 7.1 4.3
- 4.3
Critical Hdwy Stg 1
6.7 5.7
- 6.7 5.7
Critical Hdwy Stg 2
6.7 5.7
- 6.7 5.7
Follow-up Hdwy
3.6 4.1 3.4 3.6 4.1 3.4 2.3
- 2.3
Pot Cap -1 Maneuver 90
51 592 59 51 410 789
- 512
Stage 1 333 381
- 171 228
Stage 2
418 227
- 571 380
Platoon blocked, %
Mov Cap -1 Maneuver 84
49 592 57 49 410 789
- 512
Mov Cap -2 Maneuver 199 145
- 137 149
Stage 1 325 373
- 171 227
Stage 2 398 227
- 556 371
Approach EB
WB
NB
SB
HCM Control Delay, s/v22.51
15
0.02
0.18
HCM LOS
C
B
Minor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)
789
- 215 378 512
HCM Lane V/C Ratio
0.003
- 0.042 0.048 0.022
HCM Control Delay (s/veh) 9.6
- 22.5 15 12.2
HCM Lane LOS
A
C B B
HCM 95th %tile Q(veh)
0
- 0.1 0.1 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 3
Strear Property Soil Mine 2025 Total
3: US -85 & WC R-40
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 0.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
T
40111
tat 4,s kit r
Traffic Vol, veh/h 7
3 8 2 2
25
5 627
7 15 907 14
Future Vol, veh/h 7
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
3 8 2 2
25 5 627 7 15 907 14
RT Channelized
- Stop
- Stop
- None
- None
Storage Length
- 125 - 250 75 - 250
Veh in Median Storage, # - 1
1
0
0
Grade,
0
0
0
0
Peak Hour Factor 92
92 92 92 92
92 92 92 92 92 92 92
Heavy Vehicles, % 10
10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 8
3 9 2 2
27 5 682 8 16 986 15
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All
1371 1718 493 1220 1726 341 1001 0 0 689 0 0
Stage 1 1018 1018
- 692 692
Stage 2
353 700
- 527 1034
Critical Hdwy
7.7 6.7 7.1 7.7 6.7 7.1 4.3
- 4.3
Critical Hdwy Stg 1
6.7 5.7
- 6.7 5.7
Critical Hdwy Stg 2
6.7 5.7
- 6.7 5.7
Follow-up Hdwy
3.6 4.1 3.4 3.6 4.1 3.4 2.3
- 2.3
Pot Cap -1 Maneuver
98 82 501 127 81 632 641
- 850
Stage 1
240 296
- 382 424
Stage 2 616 421
- 482 291
Platoon blocked, %
Mov Cap -1 Maneuver
90 79 501 120 79 632 641
- 850
Mov Cap -2 Maneuver 184 189
- 243 187
Stage 1 235 290
- 379 420
Stage 2 581 417
- 460 285
Approach EB
WB
NB
SB
HCM Control Delay, s/v17.82
11.3
0.08
0.15
HCM LOS
C
B
M
inor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)
641
- 300 603 850
HCM Lane V/C Ratio
0.008
- 0.065 0.052 0.019
HCM Control Delay (s/veh) 10.7
- 17.8 11.3 9.3
HCM Lane LOS
B
C B A
HCM 95th %tile Q(veh)
0
- 0.2 0.2 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 3
Strear Property Soil Mine 2025 Total
3: US -85 & WC R-40
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h
Future Vol, veh/h
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop
T
40111
11 1 6 1
11 1 6 1
2
ID) tt 11 ft
13 7 1108 1 10 683 8
13 7 1108 1 10 683 8
Free Free Free Free Free Free
RT Channelized - - Stop
- Stop
- None
- None
Storage Length
- 125 - 250 75 - 250
Veh in Median Storage, # - 1
1
0
0
Grade, % - 0
0
0
0
Peak Hour Factor 89 89 89 89 89
89 89 89 89 89 89 89
Heavy Vehicles, % 10 10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 12 1 7 1 2
15 8 1245 1 11 767 9
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 1429 2052 384 1667 2060 622 776 0 0 1246 0 0
Stage 1 790 790
- 1261 1261
Stage 2 639 1262
- 407 799
Critical Hdwy 7.7 6.7 7.1 7.7 6.7 7.1 4.3
- 4.3
Critical Hdwy Stg 1 6.7 5.7
- 6.7 5.7
Critical Hdwy Stg 2 6.7 5.7
- 6.7 5.7
Follow-up Hdwy
3.6 4.1 3.4 3.6 4.1 3.4 2.3
- 2.3
Pot Cap -1 Maneuver 88
50 592 58 49 410 785
- 512
Stage 1 333 381
- 168 225
Stage 2 412 224
- 571 377
Platoon blocked, %
Mov Cap -1 Maneuver 81
48 592 55 48 410 785
- 512
Mov Cap -2 Maneuver 196 143
- 133 146
Stage 1 325 373
- 167 223
Stage 2 389 222
- 550 369
Approach EB
WB
NB
SB
HCM Control Delay, s/v19.21
15.08
0.06
0.17
HCM LOS
C
C
Minor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 785
ME
- 273 375 512
HCM Lane V/C Ratio 0.01
- 0.074 0.048 0.022
HCM Control Delay (s/veh) 9.6
- 19.2 15.1 12.2
HCM Lane LOS A
C C B
HCM 95th %tile Q(veh) 0
- 0.2 0.2 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 3
Strear Property Soil Mine 2029 Background
3: US -85 & WC R-40
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 0.4
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
T
40111
8 17 1023
10
Traffic Vol, veh/h 2 3 3 2 2 28
0 707
Future Vol, veh/h 2
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control
3 3 2 2
28 0 707 8 17 1023 10
Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized
- Stop
- Stop
- None
- None
Storage Length
- 125 - 250 75 - 250
Veh in Median Storage, # - 1
1
0
0
Grade,
0
0
0
0
Peak Hour Factor 92
92 92 92 92
92 92 92 92 92 92 92
Heavy Vehicles, % 10
10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 2
3 3 2 2
30 0 768 9 18 1112 11
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All
1534 1926 556 1363 1928 384 1123
0 0 777 0 0
Stage 1 1149 1149
- 768 768
Stage 2
385 777
- 595 1160
Critical Hdwy
7.7 6.7 7.1 7.7 6.7 7.1 4.3
- 4.3
Critical Hdwy Stg 1
6.7 5.7
- 6.7 5.7
Critical Hdwy Stg 2
6.7 5.7
- 6.7 5.7
Follow-up Hdwy
3.6 4.1 3.4 3.6 4.1 3.4 2.3
- 2.3
Pot Cap -1 Maneuver 73
60 455 99 60 592 574
- 785
Stage 1
198 255
- 343 390
Stage 2
588 387
- 439 252
Platoon blocked, %
Mov Cap -1 Maneuver 67
59 455 94 59 592 574
- 785
Mov Cap -2 Maneuver 152 161
- 215 163
Stage 1 194 249
- 343 390
Stage 2 555 387
- 420 246
Approach EB
WB
NB
SB
HCM Control Delay, s/v 20.8
11.82
0
0.16
HCM LOS
C
B
Minor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)
574
- 237 562 785
HCM Lane V/C Ratio
- 0.037 0.062 0.024
HCM Control Delay (s/veh) 0
- 20.8 11.8 9.7
HCM Lane LOS
A
C B A
HCM 95th %tile Q(veh)
0
- 0.1 0.2 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 3
Strear Property Soil Mine 2029 Background
3: US -85 & WC R-40
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 0.3
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
n
tat 4,s t t r
Traffic Vol, veh/h 7
1 1 1 2
15
2 1249
1 12 770 3
Future Vol, veh/h 7
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control
1 1 1 2
15
2 1249
1 12 770 3
Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized
- Stop
- Stop
- None
- None
Storage Length
- 125
- 250 75 - 250
Veh in Median Storage, # - 1
1
0
0
Grade,
0
0
0
0
Peak Hour Factor 89
89 89 89 89
89 89
89 89 89 89 89
Heavy Vehicles, % 10
10 10 10 10
10 10
10 10 10 10 10
Mvmt Flow 8
1 1 1 2
17
2 1403
1 13 865 3
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All
1599 2301 433 1868 2303 702 869
0 0 1404 0 0
Stage 1
892 892
- 1408 1408
Stage 2
707 1409
- 460 896
Critical Hdwy
7.7 6.7 7.1 7.7 6.7 7.1 4.3
- 4.3
Critical Hdwy Stg 1
6.7 5.7
- 6.7 5.7
Critical Hdwy Stg 2
6.7 5.7
- 6.7 5.7
Follow-up Hdwy
3.6 4.1 3.4 3.6 4.1 3.4 2.3
- 2.3
Pot Cap -1 Maneuver 65
34 550 41 34 363 723
- 443
Stage 1 287 341
- 136 190
Stage 2
374 189
- 530 339
Platoon blocked, %
Mov Cap -1 Maneuver 59
33 550 39 33 363 723
- 443
Mov Cap -2 Maneuver 166 118
- 108 123
Stage 1 279 330
- 135 189
Stage 2 351 189
- 511 329
Approach EB
WB
NB
SB
HCM Control Delay, s/v26.58
16.52
0.02
0.2
HCM LOS
D
C
Minor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)
723
- 177 333 443
HCM Lane V/C Ratio
0.003
- 0.057 0.061 0.03
HCM Control Delay (s/veh) 10
- 26.6 16.5 13.4
HCM Lane LOS
A
D C B
HCM 95th %tile Q(veh)
0
- 0.2 0.2 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 3
Strear Property Soil Mine 2029 Total
3: US -85 & WC R-40
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 0.5
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 7
Future Vol, veh/h 7
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop
T
40111
3 8 2
3 8 2
2
ID) tt 7 11 ft elf
28 5 707 8 17 1023 15
28 5 707 8 17 1023 15
Free Free Free Free Free Free
RT Channelized
- Stop
- Stop
- None
- None
Storage Length
- 125 - 250 75 - 250
Veh in Median Storage, # - 1
1
0
0
Grade,
0
0
0
0
Peak Hour Factor 92
92 92 92 92
92 92 92 92 92 92 92
Heavy Vehicles, % 10
10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 8
3 9 2 2
30 5 768 9 18 1112 16
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 1545 1937 556 1374 1945 384 1128
0 0 777 0 0
Stage 1 1149 1149
- 779 779
IMO
Stage 2 396 788
- 595 1165
Critical Hdwy
7.7 6.7 7.1 7.7 6.7 7.1 4.3
- 4.3
Critical Hdwy Stg 1 6.7 5.7
- 6.7 5.7
Critical Hdwy Stg 2 6.7 5.7
- 6.7 5.7
Follow-up Hdwy
3.6 4.1 3.4 3.6 4.1 3.4 2.3
- 2.3
Pot Cap -1 Maneuver 72
59 455 97 59 592 571
- 785
Stage 1 198 255
- 338 386
Stage 2 579 382
- 439 251
Platoon blocked, %
Mov Cap -1 Maneuver 65
57 455 91 57 592 571
- 785
Mov Cap -2 Maneuver 151 159
- 209 158
Stage 1 194 249
- 334 382
Stage 2 541 378
- 415 245
Approach EB
WB
NB
SB
HCM Control Delay, s/v20.47
11.87
0.08
0.16
HCM LOS
C
B
Mi
nor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)
571
- 252 559 785
HCM Lane V/C Ratio
0.01
- 0.078 0.062 0.024
HCM Control Delay (s/veh) 11.4
- 20.5 11.9 9.7
HCM Lane LOS
B
C B A
HCM 95th %tile Q(veh)
0
- 0.3 0.2 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 3
Strear Property Soil Mine 2029 Total
3: US -85 & WC R-40
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 0.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 12
Future Vol, veh/h 12
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop
T
40111
1 6 1
1 6 1
2
ID) tit 41' kik ri
15 7 1249 1 12 770 8
15 7 1249 1 12 770 8
Free Free Free Free Free Free
RT Channelized - - Stop
- Stop
- None
- None
Storage Length
- 125 - 250 75 - 250
Veh in Median Storage, # - 1
1
0
0
Grade, % - 0
0
0
0
Peak Hour Factor 89 89 89 89 89
89 89 89 89 89 89 89
Heavy Vehicles, % 10 10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 13 1 7 1 2
17 8 1403 1 13 865 9
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 1611 2312 433 1879 2320 702 874 0 0 1404 0 0
Stage 1 892 892
- 1419 1419
Stage 2 719 1420
- 460 901
Critical Hdwy
7.7 6.7 7.1 7.7 6.7 7.1 4.3
- 4.3
Critical Hdwy Stg 1 6.7 5.7
- 6.7 5.7
Critical Hdwy Stg 2 6.7 5.7
- 6.7 5.7
Follow-up Hdwy
3.6 4.1 3.4 3.6 4.1 3.4 2.3
- 2.3
Pot Cap -1 Maneuver 64
34 550 40 33 363 719
- 443
Stage 1 287 341
- 133 187
Stage 2 368 187
- 530 337
Platoon blocked, %
Mov Cap -1 Maneuver 58
32 550 37 32 363 719
- 443
Mov Cap -2 Maneuver 164 116
- 106 120
Stage 1 279 330
- 132 185
Stage 2 343 185
- 506 327
Approach EB
WB
NB
SB
HCM Control Delay, s/v22.72
16.62
0.06
0.2
HCM LOS
C
C
Minor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 719
- 224 330 443
HCM Lane V/C Ratio 0.011
- 0.095 0.061 0.03
HCM Control Delay (s/veh) 10.1
- 22.7 16.6 13.4
HCM Lane LOS B
C C B
HCM 95th %tile Q(veh) 0
- 0.3 0.2 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 3
Strear Property Soil Mine 2025 Total
4: WC R-40 & Project Access
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 4
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
10
Traffic Vol, veh/h 10
8 14 10
10
Future Vol, veh/h 10
8 14 10 10 10
Conflicting Peds, #/hr 0 0 0 0± 0
0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None
- None - None
Storage Length
0
Veh in Median Storage, # - 0 0
0
Grade,
0 0
0
Peak Hour Factor 92
92 92 92 92 92
Heavy Vehicles, % 10
10 10 10 10 10
Mvmt Flow 11
9 15 11 11 11
Major/Minor Major1
Major2 Minor2
Conflicting Flow All 26 0
0 51 21
Stage 1
21
Stage 2
- 30
Critical Hdwy 4.2
- 6.5 6.3
Critical Hdwy Stg 1
- 5.5
Critical Hdwy Stg 2
- 5.5
Follow-up Hdwy 2.29
- 3.59 3.39
Pot Cap -1 Maneuver 1538
- 938 1034
Stage 1
- 982
Stage 2
- 972
Platoon blocked, %
Mov Cap -1 Maneuver 1538
- 931 1034
Mov Cap -2 Maneuver
- 931
Stage 1
- 975
Stage 2
- 972
Approach EB
WB
SB
HCM Control Delay, s/v 4.09
0
8.76
HCM LOS
A
Minor Lane/Major Mvmt
EBL EBT WBT WBR SBLn1
Capacity (veh/h)
1000
- 980
HCM Lane V/C Ratio
0.007
- 0.022
HCM Control Delay (s/veh) 7.4 0
- 8.8
HCM Lane LOS
A A
A
HCM 95th %tile Q(veh)
0
- 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 4
Strear Property Soil Mine 2025 Total
4: WC R-40 & Project Access
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 4
Movement
EBL EBT WBT WBR SBL SBR
Lane Configurations
14
Traffic Vol, veh/h 10
11 11
10 10
10
Future Vol, veh/h 10
11 11 10 10 10
Conflicting Peds, #/hr
0 0 0 0± 0 0
Sign Control
Free Free Free Free Stop Stop
RT Channelized - None
- None - None
Storage Length
0
Veh in Median Storage, # - 0 0
0
Grade,
0 0
0
Peak Hour Factor 92
92 92 92 92 92
Heavy Vehicles, % 10
10 10 10 10 10
Mvmt Flow 11
12 12 11 11 11
Major/Minor Major1
Major2 Minor2
Conflicting Flow All 23 0
0 51 17
Stage 1
17
Stage 2
- 34
Critical Hdwy 4.2
- 6.5 6.3
Critical Hdwy Stg 1
- 5.5
Critical Hdwy Stg 2
- 5.5
Follow-up Hdwy 2.29
- 3.59 3.39
Pot Cap -1 Maneuver 1542
- 938 1039
Stage 1
- 985
Stage 2
- 969
Platoon blocked, %
Mov Cap -1 Maneuver 1542
- 931 1039
Mov Cap -2 Maneuver
- 931
Stage 1
- 978
Stage 2
- 969
Approach EB
WB
SB
HCM Control Delay, s/v 3.5
0
8.75
HCM LOS
A
Minor Lane/Major Mvmt
EBL EBT WBT WBR SBLn1
Capacity (veh/h)
857
- 982
HCM Lane V/C Ratio
0.007
- 0.022
HCM Control Delay (s/veh) 7.4 0
- 8.7
HCM Lane LOS
A A
A
HCM 95th %tile Q(veh)
0
- 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 4
Strear Property Soil Mine 2029 Total
4: WC R-40 & Project Access
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 3.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 10
9 16
10 10
10
Future Vol, veh/h 10
9 16 10 10 10
Conflicting Peds, #/hr
0 0 0 0± 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None
- None - None
Storage Length
0
Veh in Median Storage, # - 0 0
0
Grade,
0 0
0
Peak Hour Factor 92
92 92 92 92 92
Heavy Vehicles, % 10
10 10 10 10 10
Mvmt Flow 11
10 17 11 11 11
Major/Minor Major1
Major2 Minor2
Conflicting Flow All 28 0
0 54 23
Stage 1
23
Stage 2
- 32
Critical Hdwy 4.2
- 6.5 6.3
Critical Hdwy Stg 1
- 5.5
Critical Hdwy Stg 2
- 5.5
Follow-up Hdwy 2.29
- 3.59 3.39
Pot Cap -1 Maneuver 1535
- 934 1031
Stage 1
- 979
Stage 2
- 971
Platoon blocked, %
Mov Cap -1 Maneuver 1535
- 927 1031
Mov Cap -2 Maneuver
- 927
Stage 1
- 973
Stage 2
- 971
Approach EB
WB
SB
HCM Control Delay, s/v 3.87
0
8.77
HCM LOS
A
Minor Lane/Major Mvmt
EBL EBT WBT WBR SBLn1
Capacity (veh/h)
947
- 977
HCM Lane V/C Ratio
0.007
- 0.022
HCM Control Delay (s/veh) 7.4 0
- 8.8
HCM Lane LOS
A A
A
HCM 95th %tile Q(veh)
0
- 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 4
Strear Property Soil Mine 2029 Total
4: WC R-40 & Project Access
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 3.8
Movement
EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 10
13 13
10 10
10
Future Vol, veh/h 10
13 13 10 10 10
Conflicting Peds, #/hr
0 0 0 0± 0 0
Sign Control
Free Free Free Free Stop Stop
RT Channelized - None
- None - None
Storage Length
0
Veh in Median Storage, # - 0 0
0
Grade,
0 0
0
Peak Hour Factor 92
92 92 92 92 92
Heavy Vehicles, % 10
10 10 10 10 10
Mvmt Flow 11
14 14 11 11 11
Major/Minor Major1
Major2 Minor2
Conflicting Flow All 25 0
0 55 20
Stage 1
20
Stage 2
- 36
Critical Hdwy 4.2
- 6.5 6.3
Critical Hdwy Stg 1
- 5.5
Critical Hdwy Stg 2
- 5.5
Follow-up Hdwy 2.29
- 3.59 3.39
Pot Cap -1 Maneuver 1539
- 933 1036
Stage 1
- 983
Stage 2
- 966
Platoon blocked, %
Mov Cap -1 Maneuver 1539
- 926 1036
Mov Cap -2 Maneuver
- 926
Stage 1
- 976
Stage 2
- 966
Approach EB
WB
SB
HCM Control Delay, s/v 3.2
0
8.77
HCM LOS
A
Minor Lane/Major Mvmt
EBL EBT WBT WBR SBLn1
Capacity (veh/h)
783
- 978
HCM Lane V/C Ratio
0.007
- 0.022
HCM Control Delay (s/veh) 7.4 0
- 8.8
HCM Lane LOS
A A
A
HCM 95th %tile Q(veh)
0
- 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 4
COLORADO DEPARTMENT OF TRANSPORTATION
STATE HIGHWAY ACCESS PERMIT APPLICATION
Issuing authority application
acceptance date:
Instructions:
- Contact the
Colorado
Department
of Transportation
(CDOT) or your local
government to determine your issuing authority.
Please
or
-
print -
type - If
-
Contact
Complete
Submit
you
For additional
the
an
have
issuing
this
application
any
form
information
authority
(some
questions
for each
see
to
questions
contact
determine
may
access affected.
the issuing
CDOT's Access
what
not
apply
authority.
Management
plans
and other documents
to you) and attach
website a1
all
http://vvww.dotastate.co.usfAccessPermitsiindex.htm
are required
necessary
to be submitted
documents and
with your
Submit it to the
application.
issuing authority.
1)
Property
David
owner
(Permittee)
Hunt
2) Applicant
Civil
or Agent for permittee
Resources,
(if
LLC (Andy
different
Rodriguez)
from
property
owner)
Street
14460
address
WCR 40
Mailing
address
8308 Colorado Boulevard, Suite 200
City,
Platteville,
state
&
zip
CO 80651
i
Phone
#
970-537-0917
City, state & zip
Firestone,
CO 80504
Phone
# (required)
303-833-1416
Email
david@huntfeedyard.corn
address
E-mail
andy@
address if available
civilresaurces
. con
3) Address
19521
of
Wi'CR
property
to
29,
be
Platteville,
served
by
permit
CO 80651
(required)
4)
Legal
county
Weld
description
of
subdivision
property: If
within
jurisdictional
block
limits of
Municipality,
city and/or County,
lot
which
section
one?
township
range
5)
What
State
Highway
are you requesting
access
from?
6) What
side
of the
highway?
606
❑N
S
E
❑
W
7)
How
many
feet is the
proposed
access
from
the
nearest mile
post?
How
many feet is the
proposed
access
from
the nearest cross street?
2
, 100
feet _
N
❑
S
❑
E
❑VIA)
from:
19
0 feet
❑N
❑S
I
E
�
W) from; SH— 6 0 & WCR— 4 0
_
6)
What
1/1/2025
is
the approximate date you
_
intend to
begin construction?
-
9)
Check
here if
you are requesting
a:
❑
new
access
O
temporary
access (duration
anticipated:
2029 )
improvement
to existing access
❑change
in access use
❑removal
of
access
Erelocation
of an existing access (provide detail)
10)
Provide
Farmland
existing
property use
11)
Do you
have
knowledge
of any State
Highway
access permits serving this
property, or adjacent
properties in which
you have a property interest?
•
no
Dyes,
if yes -
what
are the
permit number(s) and provide copies:
and/or,
permit date:
12)
Does
the
property
owner
own or
have
any interests in any adjacent
properly?
CI
no
II
yes, if
yes -
please
describe:
13)
Are there
other
existing
or dedicated public streets, roads,
highways
or access
easements bordering
or within
the
property?
no
ii
yes, if
yes - list
them
on your plans and indicate the
proposed
and existing access
points.
14)
If you are requesting
NIA
agricultural
field
access - how many acres will
the access
serve?
15)
If you are requesting
commercial
businessfland use
or industrial
access please
indicate the
square footage
types
and number of businesses and provide
business
the
floor
area square footage of each.
square footage
Soil Dine I
I
I
16) If
you are requesting residential developement
type
access, what
is the type
number of
(single family,
units
apartment, townhouse)
type
and number of units?
number of
units
I
I
I
17) Provide the
following
vehicle
count estimates for vehicles
that will
use the
access.
Leaving the
property then returning is two counts.
Indicate if your counts are
# of passenger cars and light trucks at peak hour volumes
51
# of multi unit trucks at peak hour volumes
10
a
peak
hour volumes or
Daverage
daily
volumes.
# of single unit vehicles in excess of 30 ft.
# of farm vehicles (field equipment)
Total
61
count of all
vehicles
Previous editions are obsolete and may not be used
Page 1 of 2 COOT Form #137 01110
18) Check with
a)
b)
c)
d)
Property
Highway
Drainage
development
the
Map
issuing
and
map
letters
and
plan
authority
indicating
driveway
showing
in
detailing
and along
to
plan
impact
determine
other
utility
the
access,
profile.
to
right-of-way.
locations
the
which
highway
bordering
of the
right-of-way.
before
following
roads
and
documents are required
and streets.
after
e) Subdivision,
f) Proposed
g) Parcel
h) Traffic
i) Proof
to
complete
of
and
studies.
ownership.
access
zoning,
ownership
design.
review of
or development
maps
your
including
application.
plan.
easements.
the
1-
It is the
applicant's
responsibility
to contact
appropriate
agencies and
obtain all
environmental
clearances
that
apply
to
their
activities.
Such
clearances
may include
Corps
of
Engineers 404
Permits
or Colorado
Discharge
Permit
System
permits,
or ecological,
archeological,
historical
or cultural
resource clearances.
The
CDOT
Environmental
Clearances
Information
Summary
presents
contact
information
for
agencies administering
certain clearances,
information about
prohibited
discharges,
and
may be obtained
from
Regional
CDoT
Utility/Special
Use
Permit offices
or accessed via
the
CDoT
Planning/Construction-Environmental-Guidance
webpage
http://www.dot.state.+ca,uslenvironmental/Forlms.asp.
2- All
workers
within
the State
Highway
right
of
way shall
comply
with
their
employer's
safety
and
health
policies/
procedures,
and all
applicable
U.S.
Occupational
Safety
and Health
Administration
(OSHA)
regulations
- including,
but not
limited
to the
applicable
sections
of 29 CFR
Part 1910
- occupational
Safety
and
Health
Standards
and 29 CFR
Part 1926
- Safety
and
Health
Regulations
for Construction.
Personal
protective
equipment
(e.g.
head
protection,
footwear,
high visibility
apparel,
safety
glasses,
hearing
protection,
respirators,
gloves,
etc.) shall
be worn as appropriate
for the
work
being
performed,
and
as specified
in regulation.
At
a
minimum, all
workers
in
the State
Highway
right
of
way, except
when
in their
vehicles, shall
wear the
following
personal
protective
equipment:
High
visibility
apparel
as specified
in the
Traffic
Control
provisions of
the
documentation
accompanying
the
Notice
to
Proceed
related to
this permit (at a minimum, ANSI/ISEA
107-1999,
class
2);
head
protection
that
complies
with
the
ANSI
289.1-1997
standard;
and
at all
construction
sites or whenever
there
is danger of
injury
to
feet,
workers shall
comply
with
OSHA's
PPE
requirements
for foot
protection
per 29 CFR
1910.136,
1926.95,
and
1926.96.
If required,
such
footwear
shall
meet
the requirements
of ANSI
Z41-1999.
Where
any of
the above -referenced
ANSI
standards
have been revised,
the most
recent
version of
the standard
shall
apply.
3-
Permittee is responsible
for complying
with
the
Revised
Guidelines
that
have been adopted
by
the Access
Board
The
under
the
American
Disabilities
Act
(ADA).
guidelines
define
traversable
slope
requirements
and
prescribe
the
These
use of
a defined
pattern
of
truncated
domes as detectable
warnings at street
crossings. The new Standards
Plans
and
can
be
found on the
Design and
Construction
Project
Support
web
page at:
<http://www.dot.state.co.usiDesignSupporti›,
then
click
on Design Bulletins.
If an access
permit
is issued
to you, it will
state
the
terms
and
conditions
for
its
use. Any changes
in the
use of
the
permitted
access not consistent with
the
terms and conditions
listed
on the
permit
may be considered
a violation
of
the
permit.
applicant
declares
sunder
penalty
of
perjury
in
the
second degree, and any other
applicable
state
or federal
The
laws, that
all
information
provided
on this
form and
submitted
attachments are to the
best
of
their
knowledge
true and complete.
understand receipt
of
an access
permit does
not constitute
permission to start access construction
work.
Applicant
or Agent for Permittee signature l
Print name
Date
a- ,.
_
Andy
Rodriguez
07/'16/2024
If the
applicant
is not
the
owner of
the
property,
we require
this
application
also
to
be signed
by
the
property
owner or
their
legally
authorized
representative
(or other
acceptable
written
evidence).
This
signature
shall
constitute
agreement
with
this
application
by all
owners -of
-interest
unless
stated
in writing.
If
a
permit
is issued,
the
property
owner, in most
cases, will
be
listed
as
the
permittee.
Property owner signs
re
Print name
flute
David
Hunt
7/22/2024
Previous editions are obsolete and may not be used
Page 2 of 2 CaoT Form #137 01/10
INSTRUCTIONS FOR COMPLETING APPLICATION FOR ACCESS PERMIT
(CDOT FORM NO.137)
January 2010
To construct, relocate, close, or modify access(es) to a State Highway or when there are changes in use of
such access point(s), an application for access permit must be submitted to the Colorado Department of
Transportation (CDOT) or the local jurisdiction serving as the issuing ,authority for State Highway Access
Permits. Contact the CDOT Regional Access Unit in which the subject property is located to determine
where the application must be submitted. The following link will help you determine which CDOT Region
office to contact:
http://www.dot.state.co.us/AceessPermits/PDF/Region,Address_and_l'w'Iap.pdf
All applications are processed and access permits are issued in accordance to the requirements and
procedures found in the most current version of the State Highway Access Code (Access Code). Copies
of the Access Code and the application form are available from the CDOT Headquarters, Access Unit
located at 4201 East Arkansas Avenue, Denver, Co 8,0222 and in each of the six Regional CDOT offices.
The locations of CDOT Regional Offices, the Access Code and the application form are also available
from CDOT's web site at:
http://www.dot.state.co.us/AccessPerrnitslin.dex.htm
Please complete all information requested accurately. Access permits granted based on applications found
to contain false information may be revoked. An incomplete application will not be accepted. If additional
information, plans and documents are required, attach them to the application. Deep a copy of your
submittal for your records. Please note that only the original signed copy of the application will be accepted.
Teo not send or enclose any permit fee at this time. +A, permit fee will be collected if an access permit is
issued. The following is a brief description of the inf+omi ati on to be provided on each enumerated space on
the application form (CDOT Fonn 137, 2010).
1. Property Owner (Permittee): Please provide the full name, mailing address and telephone
number and the E-mail address Of available) of the legal property owner (owner of the surface rights).
Please provide a telephone number where the Permittee can be reached during business hours (S:00
a.m. to 5:O0 p.m.). Having a contract on the property is not a sufficient legal right to that property for
purposes of this application. If the access is to be on or across an access easement, then a copy of the
easement MUST' ac~cornpany this application. If federal land is involved, provide the name of the
relevant federal a`zency AND attach copy of federal authorization for property use.
2. Agent for permittee: If the applicant (person completing this application) is different than the
property owner (Permittee), provide entity name (if applicable), the full name of the person serving as
the Agent, mailing address, telephone number, and the E-mail address (if available). Please provide a
telephone number where the Agent can be reached during business hours (8:,00 a.m. to 5:00 p.m.).
Joint applications such as owner/lessee may be submitted. Corporations roust be licensed to do business
in Colorado: All corporations serving as, or providing, an Agent as the applicant roust be licensed to do
business in. Colorado.
Instructions for completing Application fc rAccess Permit (CDOT Farrn #1 January 201 to
Page 1
3. Address of Property to be Served: Provide if property to be served has an official street
address. If the access is a public road, note the name (or future name) of the road.
4. Legal Description of Property: Fill in this item to the extent it applies. This information is
available at your local County Courthouse, or on your ownership deed(s). A copy of the deed may be
required as part of this application in some situations. To determine applicability, check with the
CDOT's Regional Access Manager or issuing authority staff.
5. State Highway: Provide the State Highway number from which the access is requested.
6. Highway Side: Mark the appropriate box to indicate what side of the highway the requested
access is located.
7. Access Mile Point: without complete information, we may not be able to locate the proposed
access. To obtain the distance in feet, drive the length between the mule point and the proposed access,
rounding the distance on the odometer to the nearest tenth of a mile; multiply the distance by 5,280 feet
to obtain the number of feet from the mile point. Then enter the direction (i.e. north, south, east, west)
from the mile point to the proposed access. Finally, enter the mile point number. It is helpful in rural or
undeveloped areas if some flagging is tied to the right-of-way fence at the desired location of the access.
Also, if there is a cross street or road close to the proposed access, note the distance in feet (using the
same procedures noted above) from that cross street or road.
8. Access Construction Date: Fill in the date on which construction of the access is planned to
begin.
9. Access Request: Mark items that apply. More than one item may be checked.
10. Existing property use: Describe how the property is currently being used. For example,
common uses are Single Family Residential, Commercial orAgricultural.
11. Existing Access: Does the property have any other regal alternatives to reach a public
road other than the access requested in this application? Note the access permit number(s) for any
existing stage highway access point(s) along with their issue date(s). If there are no existing access
point(s), mark the "no" box.
12. Adjacent Property: Please mark the appropriate box. If the "yes" box is marked, provide a
brief description of the property (location of the property in relation to the property for which this
access application is being made).
13. Abutting Streets: If there are any other existing or proposed public roads or easements
abutting the property, they should be shown on a neap or plan attached to this application.
14. Agricultural Acres: Provide number of acres to be served.
Instructions for completing Application for Access Permit (CDOT Form #137), January 2010
Page 2
15. .Access Use: List the land uses and square footage of the site as it will be when it is fully
developed. The planned land uses as they will be when the site is fully developed are used to project
the amount of traffic that the site will generate, peak hour traffic levels and the type of vehicles that can
be expected as a result of the planned land uses. There may beexceptional circumstances that would
allow phased installation of access requirements. This is at the discretion of the CDOT Regional Access
Unit or issuing authority staff.
16. Estimated Traffic Count: Provide a reasonable estimate of the traffic volume expected to use
the access. Note the type of vehicles that will use the access along with the volume (number of vehicles
in and out at either the peak hour or average daily rates) for each type of vehicle. A vehicle leaving the
property and then returning counts as two trips. If 40 customers are expected to visit the business daily,
there would be 80 trips in addition to the trips made by all employees and other visitors (such as
delivery and trash removal vehicles). If the PIMP on-line version of this application is being used, the
fields for each type of vehicle will automatically be added together to populate the last field on the page.
17. Documents and Plans: The CDOT Regional Access Manager or issuing authority staff will
determine which of these sterns must be provided to make the application complete. Incomplete
applications will not be accepted. If an incomplete application is received via U.S. mail orthrough
means other than in the hand of the Access Manager or issuing authority staff, it will not be processed.
It is the responsibility of the applicant to verify with the CDOT Regional Access Manager or
issuing authority staff whether Me application is complete at the time of submission.
Signature: Generally, if the applicant is not the property owner, then the property owner or a legally
authorized representative must sign the application. With nan-ow exceptions, proof of the property
owner's consent is required to be submitted with the application (proof may be a power of attorney or a
similar consent instrument) . The CDOT Regional Access Manager or issuing authority staff will
determine if the exception provided in the Access Code (2.3 (3) (b)) is applicable.
It� CDOT is theissuing authority for this application, direct your questions to the CDOT Regional Access
Manager or the issuing authority staff serving the subject property.
http:f/www.dot.state.co.us/AccessPermits/PDF/Re ion_Address_and_1 1ap.pdf
If the application is accepted, it will. be reviewed by the CDOT Regional Access Manager or the issuing
authority staff. If an Access Permit is issued, be sure to read Liii 1 of the attached Terms and Conditions
before signing and returning the Access Permit. The Terns and Conditions may require that additional
information be provided prior to issuance of the Notice to Proceed.
The CDOT Regional Access Manager (or issuing authority staff MUST be contacted prior to commencing
work on any Access Perrn i t project. A Notice to Proceed that authorizes the Permittee to begin
access related construction MUST be issued prior to working on the access in the State Highway
right-of-way. The Notice to Proceed may also have Terms and Conditions that must be fulfilled before
work may begin on the permitted access.
Instructions forcompleting Application for Access Permit (CDOT Form #137), January ?010
Page 3
COLORADO DEPARTMENT OF TRANSPORTATION
STATE HIGHWAY ACCESS PERMIT APPLICATION
Issuing authority application
acceptance date:
Instructions: - Contact
- Contact
- Complete
Please print .� - Submit
or type - If you
- For additional
the
the
an
have
Colorado
issuing
this
application
any
form
information
Department
authority to
(some questions
for each
questions contact
see
of Transportation
determine
access
the
CDOT's
what
may not
affected.
issuing
Access
plans
apply
authority.
Management
(CDOT)
and other
to you) and
or your local
documents
attach
website at
government to
are required
all necessary documents
http://www.dot.stawte.eo.acs/AcoessPerrnits/index.htm
determine
to be submitted
and
your issuing authority.
with your
Submit it to the
application.
issuing authority.
) Property owner (Permitlee) - -
David Hurst
2) Applicant
Civil
or Agent for
Resources,
permittee
LLC
-
(if
(Andy
-
different from property owner)
Rodriguez)
Street
14460
address
WCR
--
40
Mailing address
8308 Colorado Boulevard/
Suite 200
City, state & zip
Platteville, CO 60651
Phone
.;
970-537-0917
City. state & zip
Firestone/
CO 80504
Phone
# (required)
363-833-'1416
E-mail address
E-mail address if available
andy@ civilresources
. con
3) Address
19521
of
VWCR
property
to
29,
be served
Platteville,
by
permit (required)
CO 80651
4) Legal
county
weld
description
I
of
subdivision
property: If
within jurisdictional
III
limits of
block
Municipality,
city and/or
lot
County,
which
section
one?
1_
township
I
range
5)
What
State
05C
Highway
are you requesting access from?
G) What side of
the
highway?
�N
S
�
E
�
W
i ) How
many feet is the proposed access from the
nearest male post?
Now many
feet is the proposed
access from the nearest cross street?
0
feet
�N
�SOE
■W)
frarn:
US 85 &- WCR�-40
530
feet
N
NW)
from: 256
y.
�
—S[�E
8) What
1/1/2025
is the
approximate date
you intend to begin construction?
9) Check
here if you are requesting
a:
II
new
access I
MI
temporary access (duration anticipated: 2 029
)
irnprovement to existing access
-
change
in access use
removal
of access
relocation
of an existing access (provide
detail)
14) Provide
Vacant
existing
t
property use
11) Do you
have knowledge of any State
Highway
access permits serving this
property,
or adjacent
properties
in which
you
have a
property
interest?
.i
no
Dyes,
if yes - what are the permit number(s) and provide copies:
and/or. permit date:
1 2) Does
the property
owner own or
have any interests in any adjacent property?
- - -
a
no
yes. if yes - please
describe:
13) Are there
other
existing or dedicated
public
streets, roads, highways or access
easements bordering
or within
the
property?
a
no
a
yes, if yes - list theca on your plans
and indicate the proposed
and existing access
points.
14)
If you are requesting agricultural
N/A
field
access - how many acres will
the access
serve?
15)
If
you are requesting commercial or industrial access
business/land use
please indicate
square
the types
footage
and number of businesses
and
business
provide the floor area square footage of each.
square footage
Sail Mine
i 8) If you are requesting residential
type
developement
access, what
is the type
number of
(single
units
family, apartment.
townhouse)
type
and number of units?
number of units �
17) Provide the following vehicle count estimates for vehicles
that will use the
access.
Leaving the
property then returning is two counts.
Indicate if
your counts are
rr al passenger cars and light trucks at peal, hour volumes
27
# of multi unit trucks at peak hour volumes
10
■
Leak hour volumes
or
I
average daily
volumes.
- al single unit vehicles in excess el 30 ff.
H of farm vehicles {field equipment)
Total count of all vehicles
37
Previous editions are obsolete and may not be used
Rage 1 of 2 CDOT Form 4137 01:10
;
18) Check
with
a)
b)
c)
d)
the
Property
Highway
Drainage
Map
development
issuing
and
map
,and
plan
letters
authority
indicating
driveway
showing
detailing
in and
along
to determine
other
plan
impact
utility
the
profile.
access,
to
locations
right-oi-way.
which
the
bordering
highway
of
before
the
following
roads
right-of-way.
and
documents are required
and streets. e)
f)
g)
after h)
i}
Subdivision,
Proposed
Parcel
Traffic
Proof
to
complete
and
studies.
of ownership.
the
zoning,
access
ownership
review
or development
design.
maps
of
including
your application.
plan.
easements.
-
1-
to
permits.
Information
prohibited
CDOT
2-
procedures,
limited
-
Personal
respirators.
minimum,
protective
accompanying
that
feet,
1926.96.
Where
apply.
0-
under
use
can
chttp://www.dot.state.co.uslDesignSupportb.
Safety
their
It
All
The
complies
workers
of
be
is
the
Planning,"Construction-Environmental-Guidance
workers
to
any
a
found
the
activities.
Permittee
or
and
defined
the
protective
If
discharges.
all
equipment:
American
applicants
ecological.
gloves,
required,
of
Summary
and
applicable
Health
shall
workers
with
the
on
within
the
the
all
is
pattern
Such
the
comply
above
Notice
applicable
Regulations
equipment
etc.)
responsible
Disabilities
Design
such
responsibility
presents
and
the
in
High
ANSI
clearances
archeological,
-referenced
sections
shall
the
of
State
to
may
visibility
with
footwear
truncated
State
289.1-1997
and
Proceed
be
U.S.
OSHA's
contact
be
Highway
e.g.
Act
of
for
worn
for
Construction
Highway
may
obtained
29
complying
(ADA).
to
historical
contact
include
information
PPE
right
standard;
protection,
appropriate
meet
standards
right
from
Part
as
These
as
to
requirements
of
Project
appropriate
or
specified
this
the
with
detectable
Corps
way
1910
of
then
cultural
for
Regional
Safety
way,
and
requirements
the
guidelines
permit
footwear,
have
shall
for
Support
click
of
agencies
webpage
-
at
Revised
Occupational
except
Engineers
and
the
in
all
resource
comply
(at
for
been
warnings
agencies
CDOT
the
on
construction
Health
work
define
a
foot
web
high
when
Traffic
revised.
Design
administering
http://www.dot.state.co.usienvironmental/Forms.asp.
Utility/Special
clearances.
404
and
obtain
Permits
certain
all
or
Use
environmental
Colorado
CDOT
clearances,
Permit
Environmental
offices
Discharge
clearances
information
or accessed
Permit
Clearances
that
about
System
via
apply
the
t
The
Occupational
Construction..
head
apparel
shall
ANSI
domes
related
CFR
as
minimum.
of
Guidelines
with
being
protection
ANSI
page
Administration
visibility
traversable
at
Safety
in
Control
street
Bulletins.
their
their
performed,
the
at:
sites
Z41-1999.
ANSI/ISEA
that
employer's
and
most
apparel,
vehicles,
per
crossings.
,provisions
or
have
Health
whenever
29
recent
slope
(OSHA)
and
CFR
safety
been
shall
107-1999.
requirements
safety
Standards
as
of
1910.136;
version
regulations
specified
the
there
adapted
glasses,
gear
new
and
documentation
the
class
is
of
Standards
health
and
the
by
danger
1926.95,
and
hearing
in
following
-
2);
standard
the
29
regulation.
including.
prescribe
policies,'
head
CFR
Access
of
Plans
protection.
injury
and
personal
Part
protection
shall
Board
the
but
and
1926
At
to
a
not
The
If
an access
permit
is issued
to
you. it will
state
the
terms and conditions
for its
use. Any changes
in
the use of
the
permitted
access not
consistent
with
the
terms and
conditions
listed
on
the
permit may
be considered
a violation
of
the
permit.
The
applicant
declares
under
penalty
of
perjury
in
the second
degree,
and any other
applicable
state
or
federal
laws,
that
all
information
provided
on
this
form and
submitted
attachments
are
to the
best
of
their
knowledge
true and complete.
understand
receipt
of
an access
permit
does not
constitute
permission to
start
access construction
work,
Applicant
or Agent for Permittee signature .
Pant name
Date
a ./L-_.,
Andy
Rodriguez
7/16/2024
If
the
applicant
is not
the
owner
of
the
property,
we require
this
application
also
to
be signed
by
the
property
ovvner or
their
legally
authorized
representative
(or
other
acceptable
written
evidence).
This
signature
shall
constitute
agreement
with
this
application
by all
owners -of
-interest
unless
stated
in writing.
If a
permit
is issued.
the
property
owner. in most
cases, will
be
listed
as the
permittee.
-
-- -
Property owner signature
Print name
Cute
David
Hunt
Previous editions are obsolete and may not be used
Page 2 of 2 CDOT Form #137 01110
bi _
COLORADO DEPARTMENT OF TRANSPORTATION
STATE HIGHWAY ACCESS PERMIT APPLICATION
Issuing authority application
acceptance date:
Instructions:
Please
or
type
print
-
-
-
-
- If
-
Contact
Contact
Complete
Submit
you
For
additional
have
the
the
an
this
issuing
application
Colorado
any
form
information
questions
authority
(some
Department
for
questions
each
contact
see
to
CDOT's
of
determine
access
the
Transportation
what
may not
affected.
issuing
Access
apply
authority.
Management
plans
(CDOT)
and
to
you)
other
and
or
website
your
documents
attach
local
at
all
http://www.dot.state.co.us/AccessPermits/index.htm
government
are required
necessary
documents
to
determine
to
be submitted
your
and
Submit
issuing
with
authority.
your
it to the
application.
issuing
authority.
i
1) Property
David
owner
Hunt
(Permittee)
2) Applicant
Civil
Resources,
or Agent for
permittee
LLC
(Andy
(if
different
Rodriguez)
from
property
owner)
Street
14460
address
WCR 40
Mailing
8308
address
Colorado
Boulevard,
Suite 200
City,
Platteville,
state
&
zip
CO
80651
Phone
970-537-0917
#
City, state
Firestone,
&
zip
CO
80504
Phone
# (required)
303-833-1416
E-mail
david@huntfeedyard.com
address
E-mail
andy@civilresources.com
address
if
available
3) Address
19521
of
WCR
property
to
29,
be
Platteville,
served
by
permit (required)
CO 80651
4)
county
Weld
Legal
description
of
subdivision
property:
If
within
jurisdictional
block
limits
of
Municipality,
city and/or
lot
County,
which
section
one?
township
range
5)
What
60B
State
Highway
are you requesting
access
from?
6) What
side
of the
highway?
❑N
❑S
E
❑
W
7)
How
many
feet
is
the
proposed
access
from
the
nearest
mile
post?
How
many
feet is the
proposed
access from
the
nearest
cross street?
0
feet LIN
❑S
❑E
❑W)
from:
SH-60
& WCR-40
2 ,100
feet
in
N
❑S
❑
E
❑W)
from:
19
8) What
1/1/2025
is
the
approximate
date
you
intend
to
begin construction?
9) Check
here if you
are requesting
a:
❑
new
access
temporary
access
(duration
anticipated:
2029
)
❑improvement
to existing access
❑
change
in access
use
❑
removal
of
access
Frelocation
of
an existing access (provide
detail)
10)
Provide
Farmland
existing
property
use
11)
Do you
have
knowledge
of any State
Highway
access
permits
serving
this
property,
or
adjacent
properties
in
which
you
have a
property
interest?
.
no
❑yes,
if yes -
what
are
the
permit number(s)
and
provide
copies:
and/or,
permit date:
12)
Does
the
property
owner
own or
have any
interests
in any adjacent
property?
j _ .
no
❑
yes, if yes -
please
describe:
13)
Are there
other
existing
or dedicated
public
streets, roads,
highways
or access
easements
bordering
or within
the
property?
.
no
❑
yes, if yes -
list them
on
your
plans
and
indicate
the
proposed
and
existing access
points.
14) If
N/A
you are requesting
agricultural
field
access
-
how many acres
will
the
access
serve?
15) If
you are requesting
commercial
business/land
use
or industrial
access
please
indicate
square
the
footage
types
and
number
of
businesses
and
business
provide
the
floor
area square
footage
square
of each.
footage
Soil
Mine
16)
If
you are requesting
type
residential
developement
access, what
is the
number
type
(single
of units
family,
apartment,
townhouse)
type
and
number
of units?
number
of units
17)
Provide
the
following
vehicle
count estimates
for
vehicles
that
will
use the
access.
Leaving the
property
then
returning
is two counts.
Indicate
if your counts are
# of passenger
51
cars and light trucks at peak hour volumes
# of
10
multi
unit trucks at peak hour volumes
.
peak
hour volumes
or
❑average
daily
volumes.
# of single unit vehicles in excess of 30 ft.
# of farm vehicles (field equipment)
Total
61
count of all
vehicles
Previous editions are obsolete and may not be used
Page 1 of 2 CDOT Form #137 01/10
18) Check
with
a)
b)
c)
d)
Property
Highway
Drainage
Map
development
the
issuing
and
map
and
plan
letters
authority
indicating
driveway
in
showing
detailing
and
along
to
plan
impact
other
determine
utility
the
access,
profile.
to
right-of-way.
locations
the
which
highway
bordering
before
of
the
right-of-way.
following
roads
and
after
documents
and
are required
streets.
e) Subdivision,
f) Proposed
g) Parcel
h) Traffic
i) Proof
to
complete
of
and
studies.
ownership.
access
the
zoning,
ownership
design.
review
or development
maps
of
your
including
application.
plan.
easements.
1-
It
is
the
applicant's
responsibility
to contact
appropriate
agencies and
obtain
all
environmental
clearances
that
apply
to
their activities.
Such
clearances
may include
Corps
of
Engineers 404
Permits
or Colorado
Discharge
Permit
System
permits,
or ecological,
archeological,
historical
or cultural
resource clearances.
CDOT
Environmental
Clearances
The
Information
Summary
presents
contact
information
for
agencies administering
certain
clearances,
information
about
prohibited
discharges,
and
may
be obtained
from
Regional
CDOT
Utility/Special
Use
Permit
offices
or accessed
via
the
CDOT
Planning/Construction-Environmental-Guidance
webpage
http://www.dot.state.co.us/environmental/Forms.asp.
2- All
workers
within
the State
Highway
right
of
way shall
comply
with
their
employer's
safety
and
health
policies/
procedures,
and
all
applicable
U.S. Occupational
Safety
and
Health
Administration
(OSHA)
regulations
- including,
but
not
limited
to
the applicable
sections
of
29 CFR
Part
1910
- Occupational
Safety
and
Health
Standards
and
29 CFR
Part
1926
- Safety
and
Health
Regulations
for Construction.
Personal
protective
equipment
(e.g.
head
protection,
footwear,
high
visibility
apparel,
safety
glasses,
hearing
protection,
respirators,
gloves,
etc.)
shall
be worn as appropriate
for
the work
being
performed,
and
as specified
in regulation.
At
a
minimum, all
workers
in
the State
Highway
right
of
way, except
when
in
their vehicles,
shall
wear
the
following
personal
protective
equipment:
High
visibility
apparel
as specified
in the
Control
provisions of
the
documentation
Traffic
accompanying
the
Notice
to
Proceed
related
to
this
permit
(at
a minimum, ANSI/ISEA
107-1999,
class
2);
head
protection
that
complies
with
the
ANSI
Z89.1-1997
standard;
and
at
all
construction
sites
or whenever
there
is danger
of
injury
to
feet,
workers
shall
comply
with
OSHA's
PPE
requirements
for foot
protection
per 29 CFR
1910.136,
1926.95, and
1926.96. If
required,
such
footwear
shall
meet
the requirements
of
ANSI
Z41-1999.
Where
any of
the above
-referenced
ANSI
standards
have
been revised,
the
most
recent
version of
the
standard
shall
apply.
3-
Permittee
is responsible
for complying
with
the
Revised
Guidelines
that
have
been adopted
by
the Access
Board
The
under
the
American
Disabilities
Act
(ADA).
guidelines
define
traversable
slope
requirements
and
prescribe
the
These
use of
a defined
pattern
of
truncated
domes
as detectable
warnings at
street
crossings. The
new Standards
Plans
and
can
be found
on the
Design and
Construction
Project
Support
web
page at:
<http://www.dot.state.co.us/DesignSupport/>,
then
click
on Design Bulletins.
If an access
permit
is issued
to
you, it
will
state
the
terms
and
conditions
for its
use. Any changes
in
the use of
the
permitted
access not
consistent
with
the
terms and
conditions
listed
on
the
permit
may
be considered
a violation
of
the
permit.
The
applicant
declares
under
penalty
of
perjury
in
the second
degree,
and
any other
applicable
state
or
federal
laws,
that
all
information
provided
on
this
form and
submitted
attachments
are
to the
best
of
their
knowledge
true and
complete.
I understand receipt
of an access
permit
does
not
constitute
permission
to start
access construction
work.
Applicant
or Agent for Permittee signature
Print name
Date
A-----
Andy
Rodriguez
07/16/2024
If
the
applicant
is not
the owner of
the
property,
we require
this application
also
to
be signed
by
the
property
owner or
their
legally
authorized
representative
(or other
acceptable
written
evidence).
signature
shall
constitute
agreement
This
with
this
application
by all
owners -of
-interest
unless
stated
in writing.
If
a
permit
is issued,
the
property
owner, in most
cases, will
be
listed
as the
permittee.
Property
owner signature
Print name
Date
David
Hunt
Previous editions are obsolete and may not be used
Page 2 of 2 CDOT Form #137 01/10
INSTRUCTIONS FOR COMPLETINGAPPLICATION FOR ACCESS PERMIT
(CDOT FORM NO.137)
January 2010
To construct, relocate, close, or modify access(es) to a State Highway or when there are changes in use of
such access point(s), an application for access permit must be submitted to the Colorado Department of
Transportation (CDOT) or the local jurisdiction serving as the issuing authority for State Highway Access
Permits. Contact the CDOT Regional Access Unit in which the subject property is located to determine
where the application must be submitted. The following link will help you determine which CDOT Region
office to contact:
http://www.dot.state.co.us/AccessPermits/PDF/Region Address and Map.pdf
All applications are processed and access permits are issued in accordance to the requirements and
procedures found in the most current version of the State Highway Access Code (Access Code). Copies
of the Access Code and the application form are available from the CDOT Headquarters, Access Unit
located at 4201 East Arkansas Avenue, Denver, CO 80222 and in each of the six Regional CDOT offices.
The locations of CDOT Regional Offices, the Access Code and the application form are also available
from CDOT's web site at:
http://www.dot.state.co.us/AccessPernits/index.htm
Please complete all information requested accurately. Access permits granted based on applications found
to contain false information may be revoked. An incomplete application will not be accepted. If additional
information, plans and documents are required, attach them to the application. Keep a copy of your
submittal for your records. Please note that only the original signed copy of the application will be accepted.
Do not send or enclose any permit fee at this time. A permit fee will be collected if an access permit is
issued. The following is a brief description of the information to be provided on each enumerated space on
the application form (CDOT Form 137, 2010).
1. Property Owner (Permittee): Please provide the full name, mailing address and telephone
number and the E-mail address (if available) of the legal property owner (owner of the surface rights).
Please provide a telephone number where the Permittee can be reached during business hours (8:00
a.m. to 5:00 p.m.). Having a contract on the property is not a sufficient legal right to that property for
purposes of this application. If the access is to be on or across an access easement, then a copy of the
easement MUST accompany this application. If federal land is involved, provide the name of the
relevant federal agency AND attach copy of federal authorization for property use.
2. Agent for permittee: If the applicant (person completing this application) is different than the
property owner (Permittee), provide entity name (if applicable), the full name of the person serving as
the Agent, mailing address, telephone number, and the E-mail address (if mailable). Please provide a
telephone number where the Agent can be reached during business hours (8:00 a.m. to 5:00 p.m.).
Joint applications such as owner/lessee may be submitted. Corporations must be licensed to do business
in Colorado: All corporations serving as, or providing, an Agent as the applicant must be licensed to do
business in Colorado.
Instructions for completing Application for Access Permit (CDOT Form #137), January 2010
Page 1
3. Address of Property to be Served: Provide if property to be served has an official street
address. If the access is a public road, note the name (or future name) of the road.
4. Legal Description of Property: Fill in this item to the extent it applies. This information is
available at your local County Courthouse, or on your ownership deed(s). A copy of the deed may be
required as part of this application in some situations. To determine applicability, check with the
CDOT's Regional Access Manager or issuing authority staff.
5. State Highway: Provide the State Highway number from which the access is requested.
6. Highway Side: Mark the appropriate box to indicate what side of the highway the requested
access is located.
7. Access Mile Point: Without complete information, we may not be able to locate the proposed
access. To obtain the distance in feet, drive the length between the mile point and the proposed access,
rounding the distance on the odometer to the nearest tenth of a mile; multiply the distance by 5,280 feet
to obtain the number of feet from the mile point. Then enter the direction (i.e. north, south, east, west)
from the mile point to the proposed access. Finally, enter the mile point number. It is helpful in rural or
undeveloped areas if some flagging is tied to the right-of-way fence at the desired location of the access.
Also, if there is a cross street or road close to the proposed access, note the distance in feet (using the
same procedures noted above) from that cross street or road.
S. Access Construction Date: Fill in the date on which construction of the access is planned to
begin.
9. Access Request: Mark items that apply. More than one item may be checked.
10. Existing property use: Describe how the property is currently being used. For example,
common uses are Single Family Residential, Commercial orAgricultural.
11. Existing Access: Does the property have any other legal alternatives to reach a public
road other than the access requested in this application? Note the access permit number(s) for any
existing state highway access point(s) along with their issue date(s). If there are no existing access
point(s), mark the "no" box.
12. Adjacent Property: Please mark the appropriate box. If the "yes" box is marked, provide a
brief description of the property (location of the property in relation to the property for which this
access application is being made).
13. Abutting Streets: If there are any other existing or proposed public roads or easements
abutting the property, they should be shown on a map or plan attached to this application.
14. Agricultural Acres: Provide number of acres to be served.
Instructions for completing Application for Access Permit (CDOT Form #137), January 2010
Page 2
15. Access Use: List the land uses and square footage of the site as it will be when it is fully
developed. The planned land uses as they will be when the site is fully developed are used to project
the amount of traffic that the site will generate, peak hour traffic levels and the type of vehicles that can
be expected as a result of the planned land uses. There may be exceptional circumstances that would
allow phased installation of access requirements. This is at the discretion of the CDOT Regional Access
Unit or issuing authority staff.
16. Estimated Traffic Count: Provide a reasonable estimate of the traffic volume expected to use
the access. Note the type of vehicles that will use the access along with the volume (number of vehicles
in and out at either the peak hour or average daily rates) for each type of vehicle. A vehicle leaving the
property and then returning counts as two trips. If 40 customers are expected to visit the business daily,
there would be 80 trips in addition to the trips made by all employees and other visitors (such as
delivery and trash removal vehicles). If the PDF on-line version of this application is being used, the
fields for each type of vehicle will automatically be added together to populate the last field on the page.
17. Documents and Plans: The CDOT Regional Access Manager or issuing authority staff will
determine which of these items must be provided to make the application complete. Incomplete
applications will not be accepted. If an incomplete application is received via U.S. mail or through
means other than in the hand of the Access Manager or issuing authority staff, it will not be processed.
It is the responsibility of the applicant to verify with the CDOT Regional Access Manager or
issuing authority staff whether the application is complete at the time of submission.
Signature: Generally, if the applicant is not the property owner, then the property owner or a legally
authorized representative must sign the application. With narrow exceptions, proof of the property
owner's consent is required to be submitted with the application (proof may be a power of attorney or a
similar consent instrument). The CDOT Regional Access Manager or issuing authority staff will
determine if the exception provided in the Access Code (2.3 (3) (b)) is applicable.
If CDOT is the issuing authority for this application, direct your questions to the CDOT Regional Access
Manager or the issuing authority staff serving the subject property.
http://www.dot.state.co.us/AccessPermits/PDF/Region_Address_and_Map.pdf
If the application is accepted, it will be reviewed by the CDOT Regional Access Manager or the issuing
authority staff. If an Access Permit is issued, be sure to read all of the attached Terms and Conditions
before signing and returning the Access Permit. The Terms and Conditions may require that additional
information be provided prior to issuance of the Notice to Proceed.
The CDOT Regional Access Manager (or issuing authority staffs MUST be contacted prior to commencing
work on any Access Permit project. A Notice to Proceed that authorizes the Permittee to begin
access related construction MUST be issued prior to working on the access in the State Highway
right-of-way. The Notice to Proceed may also have Terms and Conditions that must be fulfilled before
work may begin on the permitted access.
Instructions for completing Application for Access Permit (CDOT Form #137), January 2010
Page 3
bi _
COLORADO DEPARTMENT OF TRANSPORTATION
STATE HIGHWAY ACCESS PERMIT APPLICATION
Issuing authority application
acceptance date:
Instructions:
Please
or
type
print
-
-
-
-
- If
-
Contact
Contact
Complete
Submit
you
For
additional
have
the
the
an
this
issuing
application
Colorado
any
form
information
questions
authority
(some
Department
for
questions
each
contact
see
to
CDOT's
of
determine
access
the
Transportation
what
may not
affected.
issuing
Access
apply
authority.
Management
plans
(CDOT)
and
to
you)
other
and
or
website
your
documents
attach
local
at
all
http://www.dot.state.co.us/AccessPermits/index.htm
government
are required
necessary
documents
to
determine
to
be submitted
your
and
Submit
issuing
with
authority.
your
it to the
application.
issuing
authority.
i
1) Property
David
owner
Hunt
(Permittee)
2) Applicant
Civil
Resources,
or Agent for
permittee
LLC
(Andy
(if
different
Rodriguez)
from
property
owner)
Street
14460
address
WCR 40
Mailing
8308
address
Colorado
Boulevard,
Suite 200
City,
Platteville,
state
&
zip
CO
80651
Phone
970-537-0917
#
City, state
Firestone,
&
zip
CO
80504
Phone
# (required)
303-833-1416
E-mail
address
E-mail
andy@civilresources.com
address
if available
3) Address
19521
of
WCR
property
to
29,
be
Platteville,
served
by
permit (required)
CO 80651
4)
county
Weld
Legal
description
of
subdivision
property:
If
within
jurisdictional
block
limits
of
Municipality,
city and/or
lot
County,
which
section
one?
township
range
5)
What
85C
State
Highway
are you requesting
access
from?
6) What
side
of the
highway?
❑N
❑S
❑
E
a
W
7)
How
many
feet
is
the
proposed
access
from
the
nearest mile
post?
How
many
feet is the
proposed
access from
the
nearest cross street?
0
feet LIN
❑S
❑E
❑W)
from: US 85 & WCR-40
530
feet
❑
N
'
S
❑
E
❑W)
from:
256
8)
What
1/1/2025
is
the
approximate
date
you
intend
to
begin construction?
9)
Check
here if you
are requesting
a:
❑
new
access
temporary
access
(duration
anticipated:
2029
)
❑improvement
to existing access
❑
change
in access
use
❑
removal
of
access
Frelocation
of
an existing access (provide
detail)
10)
Provide
Vacant
existing
property
use
11)
Do you
have
knowledge
of any State
Highway
access
permits
serving
this
property,
or
adjacent
properties
in
which
you
have a
property
interest?
.
no
❑yes,
if yes -
what
are
the
permit number(s)
and
provide
copies:
and/or,
permit date:
12)
Does
the
property
owner
own or
have any
interests in any adjacent
property?
j _ .
no
❑
yes, if yes -
please
describe:
13)
Are there
other
existing
or dedicated
public
streets, roads,
highways
or access
easements
bordering
or within
the
property?
.
no
❑
yes, if yes -
list them
on your
plans
and
indicate
the
proposed
and
existing access
points.
14) If
N/A
you are requesting
agricultural
field
access
-
how many acres
will
the
access
serve?
15) If
you are requesting
commercial
business/land
use
or industrial
access
please
indicate
square
the
footage
types
and
number
of
businesses
and
business
provide
the
floor
area square
footage
square
of each.
footage
Soil
Mine
16)
If
you are requesting
type
residential
developement
access, what
is the
number
type
(single
of units
family,
apartment,
townhouse)
type
and
number
of units?
number
of units
17)
Provide
the
following
vehicle
count estimates for
vehicles
that
will
use the
access.
Leaving the
property
then
returning is two counts.
Indicate
if your counts are
# of passenger cars and light trucks at peak hour volumes
27
# of
10
multi unit trucks at peak hour volumes
.
peak
hour volumes
or
❑average
daily
volumes.
# of single unit vehicles in excess of 30 ft.
# of farm vehicles (field equipment)
Total
37
count of all
vehicles
Previous editions are obsolete and may not be used
Page 1 of 2 CDOT Form #137 01/10
18) Check
with
a)
b)
c)
d)
Property
Highway
Drainage
Map
development
the
issuing
and
map
and
plan
letters
authority
indicating
driveway
in
showing
detailing
and
along
to
plan
impact
other
determine
utility
the
access,
profile.
to
right-of-way.
locations
the
which
highway
bordering
before
of
the
right-of-way.
following
roads
and
after
documents
and
are required
streets.
e) Subdivision,
f) Proposed
g) Parcel
h) Traffic
i) Proof
to
complete
of
and
studies.
ownership.
access
the
zoning,
ownership
design.
review
or development
maps
of
your
including
application.
plan.
easements.
1-
It
is
the
applicant's
responsibility
to contact
appropriate
agencies and
obtain
all
environmental
clearances
that
apply
to
their activities.
Such
clearances
may include
Corps
of
Engineers 404
Permits
or Colorado
Discharge
Permit
System
permits,
or ecological,
archeological,
historical
or cultural
resource clearances.
CDOT
Environmental
Clearances
The
Information
Summary
presents
contact
information
for
agencies administering
certain
clearances,
information
about
prohibited
discharges,
and
may
be obtained
from
Regional
CDOT
Utility/Special
Use
Permit
offices
or accessed
via
the
CDOT
Planning/Construction-Environmental-Guidance
webpage
http://www.dot.state.co.us/environmental/Forms.asp.
2- All
workers
within
the State
Highway
right
of
way shall
comply
with
their
employer's
safety
and
health
policies/
procedures,
and
all
applicable
U.S. Occupational
Safety
and
Health
Administration
(OSHA)
regulations
- including,
but
not
limited
to
the applicable
sections
of
29 CFR
Part
1910
- Occupational
Safety
and
Health
Standards
and
29 CFR
Part
1926
- Safety
and
Health
Regulations
for Construction.
Personal
protective
equipment
(e.g.
head
protection,
footwear,
high
visibility
apparel,
safety
glasses,
hearing
protection,
respirators,
gloves,
etc.)
shall
be worn as appropriate
for
the work
being
performed,
and
as specified
in regulation.
At
a
minimum, all
workers
in
the State
Highway
right
of
way, except
when
in
their vehicles,
shall
wear
the
following
personal
protective
equipment:
High
visibility
apparel
as specified
in the
Control
provisions of
the
documentation
Traffic
accompanying
the
Notice
to
Proceed
related
to
this
permit
(at
a minimum, ANSI/ISEA
107-1999,
class
2);
head
protection
that
complies
with
the
ANSI
Z89.1-1997
standard;
and
at
all
construction
sites
or whenever
there
is danger
of
injury
to
feet,
workers
shall
comply
with
OSHA's
PPE
requirements
for foot
protection
per 29 CFR
1910.136,
1926.95, and
1926.96. If
required,
such
footwear
shall
meet
the requirements
of
ANSI
Z41-1999.
Where
any of
the above
-referenced
ANSI
standards
have
been revised,
the
most
recent
version of
the
standard
shall
apply.
3-
Permittee
is responsible
for complying
with
the
Revised
Guidelines
that
have
been adopted
by
the Access
Board
The
under
the
American
Disabilities
Act
(ADA).
guidelines
define
traversable
slope
requirements
and
prescribe
the
These
use of
a defined
pattern
of
truncated
domes
as detectable
warnings at
street
crossings. The
new Standards
Plans
and
can
be found
on the
Design and
Construction
Project
Support
web
page at:
<http://www.dot.state.co.us/DesignSupport/>,
then
click
on Design Bulletins.
If an access
permit
is issued
to
you, it
will
state
the
terms
and
conditions
for its
use. Any changes
in
the use of
the
permitted
access not
consistent
with
the
terms and
conditions
listed
on
the
permit
may
be considered
a violation
of
the
permit.
The
applicant
declares
under
penalty
of
perjury
in
the second
degree,
and
any other
applicable
state
or
federal
laws,
that
all
information
provided
on
this
form and
submitted
attachments
are
to the
best
of
their
knowledge
true and
complete.
I understand receipt
of an access
permit
does
not
constitute
permission
to start
access construction
work.
Applicant
or Agent for Permittee signature
Print name
Date
�
And
Y Rodriguez
g
7/16/2024
If
the
applicant
is not
the owner of
the
property,
we require
this application
also
to
be signed
by
the
property
owner or
their
legally
authorized
representative
(or other
acceptable
written
evidence).
signature
shall
constitute
agreement
This
with
this
application
by all
owners -of
-interest
unless
stated
in writing.
If
a
permit
is issued,
the
property
owner, in most
cases, will
be
listed
as the
permittee.
Property
owner signature
Print name
Date
David
Hunt
Previous editions are obsolete and may not be used
Page 2 of 2 CDOT Form #137 01/10
INSTRUCTIONS FOR COMPLETINGAPPLICATION FOR ACCESS PERMIT
(CDOT FORM NO.137)
January 2010
To construct, relocate, close, or modify access(es) to a State Highway or when there are changes in use of
such access point(s), an application for access permit must be submitted to the Colorado Department of
Transportation (CDOT) or the local jurisdiction serving as the issuing authority for State Highway Access
Permits. Contact the CDOT Regional Access Unit in which the subject property is located to determine
where the application must be submitted. The following link will help you determine which CDOT Region
office to contact:
http://www.dot.state.co.us/AccessPermits/PDF/Region Address and Map.pdf
All applications are processed and access permits are issued in accordance to the requirements and
procedures found in the most current version of the State Highway Access Code (Access Code). Copies
of the Access Code and the application form are available from the CDOT Headquarters, Access Unit
located at 4201 East Arkansas Avenue, Denver, CO 80222 and in each of the six Regional CDOT offices.
The locations of CDOT Regional Offices, the Access Code and the application form are also available
from CDOT's web site at:
http://www.dot.state.co.us/AccessPernits/index.htm
Please complete all information requested accurately. Access permits granted based on applications found
to contain false information may be revoked. An incomplete application will not be accepted. If additional
information, plans and documents are required, attach them to the application. Keep a copy of your
submittal for your records. Please note that only the original signed copy of the application will be accepted.
Do not send or enclose any permit fee at this time. A permit fee will be collected if an access permit is
issued. The following is a brief description of the information to be provided on each enumerated space on
the application form (CDOT Form 137, 2010).
1. Property Owner (Permittee): Please provide the full name, mailing address and telephone
number and the E-mail address (if available) of the legal property owner (owner of the surface rights).
Please provide a telephone number where the Permittee can be reached during business hours (8:00
a.m. to 5:00 p.m.). Having a contract on the property is not a sufficient legal right to that property for
purposes of this application. If the access is to be on or across an access easement, then a copy of the
easement MUST accompany this application. If federal land is involved, provide the name of the
relevant federal agency AND attach copy of federal authorization for property use.
2. Agent for permittee: If the applicant (person completing this application) is different than the
property owner (Permittee), provide entity name (if applicable), the full name of the person serving as
the Agent, mailing address, telephone number, and the E-mail address (if mailable). Please provide a
telephone number where the Agent can be reached during business hours (8:00 a.m. to 5:00 p.m.).
Joint applications such as owner/lessee may be submitted. Corporations must be licensed to do business
in Colorado: All corporations serving as, or providing, an Agent as the applicant must be licensed to do
business in Colorado.
Instructions for completing Application for Access Permit (CDOT Form #137), January 2010
Page 1
3. Address of Property to be Served: Provide if property to be served has an official street
address. If the access is a public road, note the name (or future name) of the road.
4. Legal Description of Property: Fill in this item to the extent it applies. This information is
available at your local County Courthouse, or on your ownership deed(s). A copy of the deed may be
required as part of this application in some situations. To determine applicability, check with the
CDOT's Regional Access Manager or issuing authority staff.
5. State Highway: Provide the State Highway number from which the access is requested.
6. Highway Side: Mark the appropriate box to indicate what side of the highway the requested
access is located.
7. Access Mile Point: Without complete information, we may not be able to locate the proposed
access. To obtain the distance in feet, drive the length between the mile point and the proposed access,
rounding the distance on the odometer to the nearest tenth of a mile; multiply the distance by 5,280 feet
to obtain the number of feet from the mile point. Then enter the direction (i.e. north, south, east, west)
from the mile point to the proposed access. Finally, enter the mile point number. It is helpful in rural or
undeveloped areas if some flagging is tied to the right-of-way fence at the desired location of the access.
Also, if there is a cross street or road close to the proposed access, note the distance in feet (using the
same procedures noted above) from that cross street or road.
S. Access Construction Date: Fill in the date on which construction of the access is planned to
begin.
9. Access Request: Mark items that apply. More than one item may be checked.
10. Existing property use: Describe how the property is currently being used. For example,
common uses are Single Family Residential, Commercial orAgricultural.
11. Existing Access: Does the property have any other legal alternatives to reach a public
road other than the access requested in this application? Note the access permit number(s) for any
existing state highway access point(s) along with their issue date(s). If there are no existing access
point(s), mark the "no" box.
12. Adjacent Property: Please mark the appropriate box. If the "yes" box is marked, provide a
brief description of the property (location of the property in relation to the property for which this
access application is being made).
13. Abutting Streets: If there are any other existing or proposed public roads or easements
abutting the property, they should be shown on a map or plan attached to this application.
14. Agricultural Acres: Provide number of acres to be served.
Instructions for completing Application for Access Permit (CDOT Form #137), January 2010
Page 2
15. Access Use: List the land uses and square footage of the site as it will be when it is fully
developed. The planned land uses as they will be when the site is fully developed are used to project
the amount of traffic that the site will generate, peak hour traffic levels and the type of vehicles that can
be expected as a result of the planned land uses. There may be exceptional circumstances that would
allow phased installation of access requirements. This is at the discretion of the CDOT Regional Access
Unit or issuing authority staff.
16. Estimated Traffic Count: Provide a reasonable estimate of the traffic volume expected to use
the access. Note the type of vehicles that will use the access along with the volume (number of vehicles
in and out at either the peak hour or average daily rates) for each type of vehicle. A vehicle leaving the
property and then returning counts as two trips. If 40 customers are expected to visit the business daily,
there would be 80 trips in addition to the trips made by all employees and other visitors (such as
delivery and trash removal vehicles). If the PDF on-line version of this application is being used, the
fields for each type of vehicle will automatically be added together to populate the last field on the page.
17. Documents and Plans: The CDOT Regional Access Manager or issuing authority staff will
determine which of these items must be provided to make the application complete. Incomplete
applications will not be accepted. If an incomplete application is received via U.S. mail or through
means other than in the hand of the Access Manager or issuing authority staff, it will not be processed.
It is the responsibility of the applicant to verify with the CDOT Regional Access Manager or
issuing authority staff whether the application is complete at the time of submission.
Signature: Generally, if the applicant is not the property owner, then the property owner or a legally
authorized representative must sign the application. With narrow exceptions, proof of the property
owner's consent is required to be submitted with the application (proof may be a power of attorney or a
similar consent instrument). The CDOT Regional Access Manager or issuing authority staff will
determine if the exception provided in the Access Code (2.3 (3) (b)) is applicable.
If CDOT is the issuing authority for this application, direct your questions to the CDOT Regional Access
Manager or the issuing authority staff serving the subject property.
http://www.dot.state.co.us/AccessPermits/PDF/Region_Address_and_Map.pdf
If the application is accepted, it will be reviewed by the CDOT Regional Access Manager or the issuing
authority staff. If an Access Permit is issued, be sure to read all of the attached Terms and Conditions
before signing and returning the Access Permit. The Terms and Conditions may require that additional
information be provided prior to issuance of the Notice to Proceed.
The CDOT Regional Access Manager (or issuing authority staffs MUST be contacted prior to commencing
work on any Access Permit project. A Notice to Proceed that authorizes the Permittee to begin
access related construction MUST be issued prior to working on the access in the State Highway
right-of-way. The Notice to Proceed may also have Terms and Conditions that must be fulfilled before
work may begin on the permitted access.
Instructions for completing Application for Access Permit (CDOT Form #137), January 2010
Page 3
KimleysHom
August 27, 2024
Mr. Andy Rodriguez, P.E.
Civil Resources, LLC
8308 Colorado Boulevard
Suite 200
Firestone, CO 80504
Re: Strear Property Soil Mine — Traffic Impact Study
Weld County, Colorado
Dear Mr. Rodriguez,
This letter documents the results of a traffic study including trip generation, trip distribution,
traffic assignment, and intersection analysis for the proposed Strear Property Soil Mine project
to be constructed along the north side of WCR-40, between SH-60 and US -85 in Weld County,
Colorado. Specifically, the project site is located on the northwest corner of the WCR-40 and
WCR-29 intersection. A vicinity map is attached in Figure 1.
The Strear Property Soil Mine is anticipated to begin excavation next year. The soil mine is
expected to be exhausted of material within about 4 years, by 2029. Therefore, analysis was
conducted for the 2025 opening year horizon as well as a 2029 closing year horizon.
Based on the proposed access condition for this project, the following intersections were
incorporated into this traffic study in accordance with Weld County and State of Colorado
Department of Transportation (CDOT) standards and requirements:
• WCR-40 and SH-60
• WCR-40 and WCR-29
• WCR-40 and US -85
• WCR-40 Access (Future)
Regional access to Strear Property Soil Mine will be provided by US -85 and SH-60 while
primary access to the site will be provided WCR-40. Direct access to the site will be provided
by a proposed access along the north side of WCR-40.
EXISTING ROADWAY NETWORK
WCR-40 is an unpaved east -west roadway that provides a sufficient width for one through
lane of travel in each direction. The roadway was not observed to have a posted speed limit.
US -85 is a north -south highway that provides two through lanes in each direction and a posted
speed limit of 50 mph within the study area.
SH-60 is a north -south roadway that provides one through lane in each direction and a posted
speed limit of 65 mph southbound and 55 mph northbound within the study area.
kimley-horn. com
6200 South Syracuse Way, Suite 300, Greenwood Village, CO 80111
303 228 2300
Kimley*Horn
Strear Property Soil Mine
096548016
Page 2
The intersection of WCR-40 and SH-60 (#1) operates with stop control on the
eastbound/westbound approaches. The northbound approach provides a left turn lane and a
shared through/right turn lane. The southbound approach provides a left turn lane, a through
lane, and a right turn lane. The eastbound and westbound approaches provide a single lane
shared for all movements. An aerial photo that illustrates the existing intersection configuration
is below (north is up).
WCR-40 & SH-60 (#1)
The intersection of WCR-40 and WCR-29 (#2) operates with stop control on the
northbound/southbound WCR-29 approaches. All approaches provide a single lane shared
for all movements. An aerial photo that illustrates the existing intersection configuration is
below (north is up).
r 4 c, ~ty -
1
I
't -
k
WCR-40 & WCR-29 (#2)
kimley-horn. com
6200 South Syracuse Way, Suite 300, Greenwood Village, CO 80111
303 228 2300
Kimley*Horn
Strear Property Soil Mine
096548016
Page 3
The intersection of WCR-40 and US -85 (#3) operates with stop control on the
eastbound/westbound approaches. The northbound and southbound approaches provide a
left turn lane, two through lanes, and a right turn lane. The eastbound and westbound
approaches provide a single lane shared for all movements. An aerial photo that illustrates
the existing intersection configuration is below (north is up).
I .ems
esimar
rIt ►{'. i.=�tY
Y �im•��i3��.w. a—�w1Vr;wTlT�r I/E�
!o•
-m .. 4 la��
IrJetailigraar
si_r� i .
WCR-40 & US -85 (#3)
. f a _ --Let r
v..'t ra 4~11,, .J.4!
The intersection lane configuration and control for this study area intersection is shown in
attached Figure 2.
EXISTING AND FUTURE TRAFFIC VOLUMES
Existing turning movement counts were conducted at the study intersections on Thursday,
May 16, 2024, during the morning and afternoon peak hours. The counts were conducted
during the morning and afternoon peak hours of adjacent street traffic in 15 -minute intervals
from 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM on this count date. The existing intersection
traffic volumes are also shown in attached Figure 3 with count sheets attached.
According to traffic projections provided by CDOT Online Transportation Information System
(OTIS), SH-60 and US -85 are both expected to have a 20 -year growth factor of 1.45. This
equates to an annual growth rate of approximately 1.88 percent. Therefore, an annual growth
rate of 1.88 percent was used to calculate opening 2025 and closing 2029 background traffic
projections for all turning movements. Of note, some turning movement volumes didn't change
between 2024 existing and 2025/2029 if the traffic volume was so small. The volumes are
rounded, and if a volume were less than 27 vehicles per hour, the 1.88 percent annual growth
wouldn't result in an additional vehicles in 2025. Likewise, if a volume were less than 6
vehicles per hour, the 1.88 percent annual growth rate wouldn't result in additional vehicles in
2029. CDOT traffic projection information is attached. Figures 4 and 5 illustrate the opening
2025 and closing 2029 background traffic volumes, respectively.
kimley-horn. com
6200 South Syracuse Way, Suite 300, Greenwood Village, CO 80111
303 228 2300
Kimley*Horn
Strear Property Soil Mine
096548016
Page 4
TRIP GENERATION
Site -generated traffic estimates are determined through a process known as trip generation.
Rates and equations are applied to the proposed land use to estimate traffic generated by the
development during a specific time interval. The acknowledged source for trip generation
rates is the Trip Generation Manuals published by the Institute of Transportation Engineers
(ITE). ITE has established trip rates in nationwide studies of many types of land uses.
However, ITE does not have a site -specific land use for a soil mine facility. Therefore, trip
generation was developed based on user provided information. The site is anticipated to be
in operation for ten hours from 7:00 AM to 5:00 PM daily. There is one employee anticipated
o n site with up to 20 trucks arriving and departing during each hour of operation. Therefore,
based on these volumes, approximately 2 employee trips and 400 truck trips (200 truck round
trips) are expected to occur per day. Therefore, it is anticipated that approximately 41 trips will
o ccur within the peak hour. A mix of truck lengths are anticipated, with some trucks being less
than 40 feet long and some trucks being longer than 40 feet long. To provide a conservative
analysis, all trucks were multiplied with a PCE of 3 assuming all trucks are longer than 40 feet.
In PCEs, the total trips would equate to 121 passenger car equivalents trips. Table 1
summarizes the estimated trip generation for the proposed Strear Property Soil Mine project.
Table 1 — Strear Property Soil Mine Traffic Generation
Land
Use
Weekday
Vehicles
Trips
AM
Peak
Hour
PM Peak
Hour
Daily
In
Out
Total
In
Out
Total
On Site
Employee
(1)
2
1
0
1
0
1
1
Soil
Mine
Truck
Trips
400
20
20
40
20
20
40
Soil
Mine
Truck
Trips
(3 x
PCE)
1200
60
60
120
(iii
r.,I'
120
Total
Site
Generated
Trips
402
21
20
41
20
21
41
1202
61
60
121
121
Total
Site
Generated
Trips
with
PCE
TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT
Distribution of site traffic on the street system was based on user specific haul routes to be
u sed by the Soil Mine provided by the client. The directional distribution of traffic is a means
to quantify the percentage of site -generated traffic that approaches the site from a given
direction and departs the site back to the original source. The traffic assignment was obtained
by applying the project trip distribution to the estimated traffic generation of the development
shown in Table 1. Figure 6 illustrates the trip distribution and Figure 7 illustrates the traffic
assignment for this project in volume and in passenger car equivalents with trucks being less
than forty feet and counting as two vehicles.
TOTAL (BACKGROUND PLUS PROJECT) TRAFFIC
Site traffic volumes were added to the background volumes to represent estimated total traffic
conditions for the 2025 and 2029 horizons. These total traffic volumes for the study area are
illustrated for the 2025 and 2029 horizon years in Figures 8 and 9, respectively.
1 Institute of Transportation Engineers, Trip Generation Manual, Eleventh Edition, Washington DC, 2021.
kimley-horn. com
6200 South Syracuse Way, Suite 300, Greenwood Village, CO 80111
303 228 2300
Kimley*Horn
Strear Property Soil Mine
096548016
Page 5
TRAFFIC OPERATIONS ANALYSIS METHODOLOGY
Kimley-Horn's analysis of traffic operations in the site vicinity was conducted to determine
potential capacity deficiencies at the project key intersections for the 2025 opening and 2029
closing horizons. The acknowledged source for determining overall capacity is the Highway
Capacity Manual2.
Capacity analysis results are listed in terms of Level of Service (LOS). LOS is a qualitative
term describing operating conditions a driver will experience while traveling on a particular
street or highway during a specific time interval. It ranges from A (very little delay) to F (long
delays and congestion). For intersections and roadways, standard traffic engineering practice
recommends LOS D as the minimum threshold for acceptable operations for intersections and
LOS E for movements. Table 2 below shows the definition of level of service for signalized
and unsignalized intersections.
Table 2
Level of Service Definitions
Level of
Service
Unsignalized
Average
Total
Intersection
Delay
Signalized
Average
(sec/veh)
Intersection
Total
Delay
(sec/veh)
A
≤ 10
≤ 10
B
> 10
and
≤ 20
> 10
and
≤ 15
C
> 20 and
≤ 35
> 15
and
≤ 25
D
> 35 and
≤ 55
> 25 and
≤ 35
E
> 55 and
≤ 80
> 35 and
≤ 50
F
> 80
> 50
Transportation Research Board, Highway Capacity Manual, Seventh Edition, Washington DC, 2023.
Study area intersections were analyzed based on average total delay analysis for signalized
and unsignalized intersections. Under the unsignalized analysis, the LOS for a two-way stop -
controlled intersection is determined by the computed or measured control delay and is
defined for each minor movement. LOS for a two-way stop -controlled intersection is not
defined for the whole intersection. LOS for signalized, roundabout, and all -way stop controlled
intersections are defined for each approach and for the overall intersection.
Calculations for the level of service at the key intersections identified for the study are
attached. The traffic analysis is based on the lane geometry and intersection control shown in
Figure 2. Synchro traffic analysis software was used to analyze the study area key
intersection drives for level of service. The Synchro Highway Capacity Manual (HCM)
methodology reports were used to analyze intersection delay and level of service.
2 Transportation Research Board, Highway Capacity Manual, Sixth Edition, Washington DC, 2016.
kimley-horn. com
6200 South Syracuse Way, Suite 300, Greenwood Village, CO 80111
303 228 2300
Kimley*Horn
Strear Property Soil Mine
096548016
Page 6
WCR-40 and SH-60 (#1)
The intersection of WCR-40 and SH-60 operates under stop control on the
eastbound/westbound WCR-40 approaches. The movements at this intersection currently
operate acceptably at LOS C or better during both peak hours. With the existing lane
configurations and the addition of project traffic, the movements at this intersection are
expected to operate acceptably at LOS C or better throughout the 2029 closing horizon.
Therefore, improvements or modifications are not anticipated to be needed at this intersection
based on the addition of project traffic. Table 3 provides the results of the level of service at
this intersection.
Table 3
WCR-40 and SH-60 LOS Results
Scenario
AM
Peak Hour
PM
Peak Hour
LOS_
Delay
LOS
Delay
sec/v) eh
sec/veh
)
2024
Existing
Northbound
Left
8.2
A
8.1
A
Eastbound
Approach
14.2
B
18.9
C
Westbound
Approach
13.6
B
14.7
B
Southbound
Left
7.8
A
8.7
A
2025
Background
Northbound
Left
8.3
A
8.1
A
Eastbound
Approach
14.3
B
19.2
C
Westbound
Approach
13.7
B
14.9
B
Southbound
Left
7.8
A
8.7
A
2025 Background
Plus
Project
Northbound
Left
8.3
A
8.1
A
Eastbound
Approach
14.6
B
19.7
C
Westbound
Approach
13.5
B
16.2
C
Southbound
Left
7.9
A
8.7
A
2029
Background
Northbound
Left
8.3
A
8.2
A
Eastbound
Approach
15.2
C
21.2
C
Westbound
Approach
14.3
B
15.6
C
Southbound
Left
7.9
A
8.8
A
2029 Background
Plus
Project
Northbound
Left
8.3
A
8.2
A
Eastbound
Approach
15.4
C
21.8
C
Westbound
Approach
14.1
B
17.2
C
Southbound
Left
7.9
A
8.9
A
kimley-horn. com
6200 South Syracuse Way, Suite 300, Greenwood Village, CO 80111
303 228 2300
Kimley*Horn
Strear Property Soil Mine
096548016
Page 7
WCR-40 and WCR-29 (#2)
The intersection of WCR-40 and WCR-29 operates under stop control on the
northbound/southbound approaches. The movements at this intersection currently operate
acceptably at LOS A during both peak hours. With the existing lane configurations and the
addition of project traffic, the movements at this intersection are expected to operate
acceptably at LOS A throughout the 2029 closing horizon. Therefore, improvements or
modifications are not anticipated to be needed at this intersection based on the addition of
project traffic. Table 4 provides the results of the level of service at this intersection.
Table 4
WCR-40 and WCR-29 LOS Results
Scenario
AM
Peak
Hour
PM
Peak Hour
Delay
Delay
LOS
LOS
sec/veh )
sec/veh)
2024
Existing
Northbound
Approach
9.2
A
9.3
A
Eastbound
Left
7.3
A
7.3
A
Southbound
Approach
8.7
A
8.7
A
2025 Background
Northbound
Approach
9.2
A
9.3
A
Eastbound
Left
7.3
A
7.3
A
Southbound
Approach
8.7
A
8.7
A
2025 Background
Plus
Project
Northbound
Approach
9.4
A
9.5
A
Eastbound
Left
7.3
A
7.3
A
Southbound
Approach
8.8
A
8.8
A
2029 Background
Northbound
Approach
9.3
A
9.4
A
Eastbound
Left
7.3
A
7.3
A
Southbound
Approach
8.7
A
8.7
A
2029
Background
Plus
Project
Northbound
Approach
9.4
A
9.5
A
Eastbound
Left
7.3
A
7.3
A
Southbound
Approach
8.8
A
8.8
A
kimley-horn. com
6200 South Syracuse Way, Suite 300, Greenwood Village, CO 80111
303 228 2300
Kimley*Horn
Strear Property Soil Mine
096548016
Page 8
WCR-40 and WCR-US-85 (#3)
The intersection of WCR-40 and US -85 operates under stop control on the
eastbound/westbound approaches. The movements at this intersection currently operate
acceptably at LOS C or better during both peak hours. With the existing lane configurations
and the addition of project traffic, the movements at this intersection are expected to operate
acceptably at LOS C or better throughout the 2029 closing horizon. Therefore, improvements
or modifications are not anticipated to be needed at this intersection based on the addition of
project traffic. Table 5 provides the results of the level of service at this intersection.
Table 5
WCR-40 and US -85 LOS Results
Scenario
AM
Peak
Hour
PM
Peak Hour
Delay
Delay
LOS
LOS
sec/veh )
sec/veh)
2024
Existing
Northbound
Left
-
-
9.5
A
Eastbound
Approach
17.7
C
21.8
C
Westbound
Approach
11.1
B
14.6
B
Southbound
Left
9.2
A
11.9
B
2025 Background
Northbound
Left
-
-
9.5
A
Eastbound
Approach
18.0
C
22.2
C
Westbound
Approach
11.2
B
14.9
B
Southbound
Left
9.3
A
12.1
B
2025 Background
Plus
Project
Northbound
Left
10.6
B
9.6
A
Eastbound
Approach
17.6
C
18.4
C
Westbound
Approach
11.3
B
14.9
B
Southbound
Left
9.3
A
12.1
B
2029
Background
Northbound
Left
-
-
9.8
A
Eastbound
Approach
19.5
C
24.6
C
Westbound
Approach
11.5
B
15.7
C
Southbound
Left
9.5
A
12.8
B
2029 Background
Plus
Project
Northbound
Left
11.0
B
9.8
A
Eastbound
Approach
19.1
C
20.4
C
Westbound
Approach
11.6
B
15.8
C
Southbound
Left
9.5
A
12.8
B
kimley-horn. com
6200 South Syracuse Way, Suite 300, Greenwood Village, CO 80111
303 228 2300
Kimley*Horn
Strear Property Soil Mine
096548016
Page 9
WCR-40 Access (#4)
The project access is anticipated to be located along WCR-40 and operate with stop control
on the project access southbound approach. It is recommended to provide a R1-1 "STOP"
sign on the exiting approach. In addition, based on the analysis, the project access will operate
acceptably with a single lane exiting approach. Based on Weld County auxiliary turn lane
requirements, left turn lanes are required when the turning volume exceeds 10 vph while right
turn lanes are required when the turning volume exceeds 25 vph. Based on these volumes,
the project access does not warrant an eastbound left turn lane nor a westbound right turn
lane. Also, WCR-40 is an unpaved roadway. Table 6 provides the results of the level of service
at this intersection.
Table 6
WCR-40 and US -85 LOS Results
AM
Peak Hour
PM
Peak
Hour
Scenario
Delay
Delay
sec/veh
)
LOS
sec/veh
)
LOS
2025
Eastbound
Southbound
Background
Left
Approach
Plus
Project
7.4
8.8
A
A
7.4
8.8
A
A
2029
Eastbound
Southbound
Background
Left
Approach
Plus
Project
7.4
8.8
A
A
7.4
8.8
A
A
CDOT ACCESS PERMIT AND TURN LANE REQUIREMENTS
The threshold for requiring an access permit along CDOT roadways occurs when project
traffic is anticipated to increase the existing access traffic volume by more than 20 percent.
Based on traffic projections, the addition of project traffic on the east leg of WCR-40 at SH-60
(#1) is anticipated to increase existing traffic volumes by more than 20 percent. Also, the
addition of project traffic on the west leg of WCR-40 at US -85 (#3) is anticipated to increase
the existing traffic volumes by more than 20 percent. Therefore, CDOT Access Permits are
anticipated to be needed at these two intersections in association with this project.
Auxiliary turn lane requirements were evaluated based on the State of Colorado State
Highway Access Code for the intersections of WCR-40 at SH-60 (#1) and WCR-40 at US -85
(#3). SH-60 is categorized as R -A: Regional Highway and US -85 is categorized as E -X:
Expressway within the study limits. According to the State Highway Access Code for category
R -A roadways, the following thresholds apply for implementation of auxiliary turn lanes:
• A left turn deceleration lane with taper and storage length is required for any access
with a projected peak hour left ingress turning volume greater than 10 vehicles per
hour (vph). The taper length will be included within the required deceleration length.
• Aright turn deceleration lane and taper length is required for any access with a
projected peak hour right ingress turning volume greater than 25 vehicles per hour
(vph). The taper length will be included within the required deceleration length.
• Aright turn acceleration lane and taper length is required for any access with a
projected peak hour right turning volume greater than 50 vehicles per hour (vph) when
the posted speed on the highway is greater than 40 mph. The taper length will be
included within the required acceleration length.
kimley-horn. com
6200 South Syracuse Way, Suite 300, Greenwood Village, CO 80111
303 228 2300
Kimley*Horn
Strear Property Soil Mine
096548016
Page 10
According to the State Highway Access Code for category E -X roadways, the following
thresholds apply for implementation of auxiliary turn lanes:
• A left turn deceleration lane is required for any access with a projected average daily
left turn ingress volume greater than 10 with the transition taper included within the
required deceleration length. If the projected peak hour left ingress turning volume is
greater than 10 vehicles per hour (vph), a left turn deceleration, storage, and taper
lane is required for any access.
• A right turn deceleration lane and taper is required for any access with a projected
peak hour right ingress turning volume greater than 10 vph.
• A right turn acceleration lane and taper is required for any access with a project peak
hour right turning volume greater than 10 vph.
Based on the thresholds and warrants contained in the Access Code, the R -A (Regional
Highway) designation of SH-60, a 65 -mph southbound and 55 mph northbound posted speed
limit, and the anticipated project traffic volume in 2025, auxiliary turn lane requirements for the
WCR-40 and SH-60 intersection (#1) are as follows:
• A southbound left turn deceleration exists and is warranted based on the projected
2025 background plus project traffic being 17 PCE southbound left turns during the
afternoon peak hour and the threshold being 10 vehicles per hour. The existing turn
lane length is substandard at 125 feet with 160 -foot taper. The left turn lane per SHAC
requirements is 25 feet of storage with the projected 12 PCE left turns left turns plus
500 feet deceleration length plus 300 -foot taper. Therefore, the left turn lane should
provide 525 feet of length plus a 300 -foot taper to meet CDOT SHAC requirements.
• A northbound right turn deceleration lane is not warranted based on the projected
2029 background plus project traffic being 19 PCE northbound right turns during the
afternoon peak hour and the threshold being 25 vehicles per hour.
• An acceleration lane for the westbound right to northbound through is warranted
based on the projected 2029 background plus project traffic being 24 PCE westbound
right turns during the afternoon peak hour and the threshold being 50 vehicles per
hour.
Based on the thresholds and warrants contained in the Access Code, the E -X (Expressway)
designation of US -85, a 50 -mph posted speed limit, and the anticipated project traffic volume
in 2025, auxiliary turn lane requirements for the WCR-40 and US -85 intersection (#3) are as
follows:
• A northbound left turn deceleration lane exists and is warranted based on the
projected 2025 background plus project traffic being ':S PCE northbound left turns
during the morning peak hour and the threshold being 10 vehicles per day. The
existing turn lane is substandard at 125 feet with an 80 -foot taper. The left turn
deceleration lane per SHAC requirements is 25 feet of storage with the projected 13
left turns plus 500 feet deceleration length plus a 180 -foot taper. Therefore, the left
turn lane should provide 525 feet of length plus a 180 -foot taper to meet CDOT SHAC
requirements.
• A southbound right turn deceleration lane exists and is warranted based on the
projected 2025 background plus project traffic being 2L, PCE southbound right turns
kimley-horn. com
6200 South Syracuse Way, Suite 300, Greenwood Village, CO 80111
303 228 2300
Kimley*Horn
Strear Property Soil Mine
096548016
Page 11
during the afternoon peak hour and the threshold being 10 vehicles per hour. The
existing turn lane is substandard at 250 feet with a 200 -foot taper. The right turn
deceleration lane per SHAC requirements is 500 feet plus a 180 -foot taper. Therefore,
the right turn lane should provide 500 feet of length plus a 180 -foot taper to meet
CDOT SHAC requirements.
• An acceleration lane for the westbound right to southbound through exists and is
warranted based on the projected 2025 background plus project traffic being 18 PCE
westbound right turns during the morning peak hour and the threshold being 10
vehicles per hour. The existing acceleration lane is substandard at 275 feet with a 150 -
foot taper. The acceleration lane per SHAC requirements is 760 feet plus a 180 -foot
taper.
Vehicle Queueing Analysis
A vehicle queuing analysis was conducted for the study area intersections. The queuing
analysis was performed using Synchro presenting the results of the 95th percentile queue
lengths. Results are shown in the following Table 7 with calculations provided within the level
of service operational sheets.
Table 7
Turn Lane Queueing Analysis Results
.
I
Intersection
Lane
Turn
Existing
i 2025
Recommended
Length
2025
(feet)
2029
2029
Recommende•.
Length
(feet)
Turn
Length
(feet)
Lane
Calculated
Queue
(feet)
Calculated
Queue
(feet)
WCR-40
Northbound
Southbound
Southbound
& SH-60
Left
Right
Left
600'
550'
125'
25'
25'
25'
600'
550'
525'+300'T
25'
25'
25'
600'
550'
525'+300'T
WCR-40
Northbound
Northbound
Southbound
Southbound
& US
-85
Left
Right
Left
Right
125'
250'
250'
75'
25'
25'
25'
25'
25'
25'
25'
25'
525'+180'T
250'
75'
500'+180'T
525'+1807
250'
75'
500'+180'T
As shown in the table representing the queueing results, none of the vehicle queues are
projected to extend past the provided storage bays with the addition of project traffic.
Therefore, no modifications to turn lane lengths are anticipated to be needed based on the
queuing analysis. As previously identified, the southbound left turn lane at WCR-40 and SH-
60 may require extension to 525 feet plus a 300 -foot taper to meet CDOT standards. The
northbound left turn lane at WCR-40 and US -85 may require extension to 525 feet plus a 180 -
foot taper, the southbound right turn lane length may require extension to 500 feet plus a 180 -
foot taper, and the acceleration lane for the westbound right turn may require extension to 760
feet plus 180 -foot taper to meet CDOT SHAG requirements.
kimley-horn. com
6200 South Syracuse Way, Suite 300, Greenwood Village, CO 80111
303 228 2300
Kimley*Horn
Strear Property Soil Mine
096548016
Page 12
CONCLUSIONS AND RECOMMENDATIONS
Based on the traffic analysis presented in this report, Kimley-Horn and Associates, Inc.
believes that Strear Property Soil Mine will be successfully incorporated into the existing and
future roadway network during the short operation of the soil mine. The following outlines the
recommendations from our traffic analysis with the outlined intersection lane configurations
and control to meet CDOT standards illustrated in attached Figure 10:
• With the buildout of the project, an access will be constructed along the north side of
WCR-40 that should operate with stop control along the exiting southbound approach.
As such, a R1-1 "STOP" sign should be installed along the southbound exiting
approach.
• It is anticipated that CDOT access permits will be required in association with the
project for the east leg of WCR-40 at SH-60 and the west leg of WCR-40 at US -85.
• CDOT may require the existing southbound left turn lane at WCR-40 an SH-60 be
extended to 525 feet plus 300 -foot taper, the existing northbound left turn lane at WCR-
40 and US -85 be extended to 525 feet plus 180 -foot taper, the existing southbound
right turn lane be extended to 500 feet plus 180 -foot taper, and the acceleration lane
for the westbound right turn movement be extended to 760 feet plus 180 -foot taper to
meet current standards.
If you have any questions or require anything further, please feel free to call me at (303)
228-2304.
Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.
Curtis D. Rowe, P.E., PTOE
Senior Vice President
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kimley-horn. com
6200 South Syracuse Way, Suite 300, Greenwood Village, CO 80111
303 228 2300
Figures
NORTH
NTS 096548016
1
J
o En
Lc) N
In �
/r)
I.P
3
�r
WCR-40 & SH-60
CU
Ld01 S
}
WCR-40 & WCR-29
FIGURE 2
STREAR PROPERTY SOIL MICE
WELD COUNTY, COLORADO
EXISTING GEOMETRY AND CONTROL
CU
‘`"IP00'+175'T
ACCEL
ACCEL
275'+150'T
r) f f r -
WCR-40 & US -85
LEGEND
Study Area Key Intersection
Stop Controlled Approach
Roadway Speed Limit
(—100' Turn Lane Length (feet)
I In.... I a. _ _tv m m
1
i lumpy)» morn �
miliS
is in Nair ill a a j
Aar _
N O RTH
NTS 096548016
t
u
3(8)
< 4(1)
�r 4(3)
10
� J
M
N
N
;7
r`
N
CWCR-40 & SH-60
CO N O
LC) N r
V-
kr-
8(4)
WCR-40 & WCR-29
FIGURE 3
STREAR PROPERTY SOIL MICE
WELD COUNTY, COLORADO
2024 EXISTING TRAFFIC VOLUMES
3t
24(13)
< 2(2)
—2(1)
0
co
O
Csz)
WCR-40 & US -85
LEGEND
Study Area
Key Intersection
XXX(XXX) Weekday AM(PIV)
Peak Hour Traffic Volumes
XX,X00
Estimated Daily Traffic Volume
SS a
i lumpy)» morn �
r IN MI 'MI MB IR j
N O RTH
NTS 096548016
u
r�
rn
t
3(8)
< 4(1)
�r 4(3)
;7
r`
N
CWCR-40 & SH-60
CO N O
LCD N r
1
kr-
8(4)
WCR-40 & WCR-29
FIGURE 4
STREAR PROPERTY SOIL MICE
WELD COUNTY, COLORADO
2025 BACKGROUND TRAFFIC VO
3t
07 CO
O
T
T
f`--- 24(13)
< 2(2)
-2(1)
O
O)
T
WCR-40 & US -85
LEGEND
Study Area
Key Intersection
XXX(XXX) Weekday AM(PIV)
Peak Hour Traffic Volumes
XX,X00
Estimated Daily Traffic Volume
LUMES I„____�
� mmievmriorn �
III MI NW MB IR j
N O RTH
NTS 096548016
I
El
l�
3 (9)
< 4(1)
�r 4(3)
14(24)
1(2)�
5(9) --NA
T
N
CWCR-40 & SH-60
I� N O
LO N r
kr-
9 (4)
3 (7) -
5(4)
O
0
r
WCR-40 & WCR-29
FIGURE 5
STREAR PROPERTY SOIL MICE
WELD COUNTY, COLORADO
`2029 BACKGROUND TRAFFIC VOLUMES I��:__�
3 Jl
CO
O
r
J
CO
N
CO
CO
7' 26(14)
< 2(2)
-2(1)
667(1180)
WCR-40 & US -85
LEGEND
Study Area Key Intersection
XXX(XXX) Weekday AM(PIV)
Peak Hour Traffic Volumes
XX,X00
Estimated Daily Traffic Volume
•
1
� mmievymorn �
tIN WIN Illg IN MIN \NIP 1 r INI IN NMI MB IMP IR
N O RTH
NTS 096548016
N
i
(il
0
N
[25%]
[25%]
\
0°
N
WCR-40 & SH-60
'4
--- 50%
7
O
7
O
lu
u
50%
---,'7
i
WCR-40 ACCESS
i
FIGURE 6
STREAR PROPERTY SOIL MINE
WELD COUNTY, COLORADO
PROJECT TRIP DISTRIBUTION
50%
T
WCR-40 & WCR-29
�3;
Q
LO
N
y
T
0
N
WCR-40 & US -B5
LEGEND
Study /area Key Intersection
Project Access Intersection
XX%a External Trip Distri
Entering[Exiting]
bution Percentage
XXi[XX] Trip Distribution Percentag
P
i lumpy)» morn �
III MI NW MB j
N O RTH
NTS 096548016
u
�-- 5(5)
5(5)
CWCR-40 & SH-60
PASSENGER CAR EQUIVALENT
Lo
15(15)
r 15(15)
ci
T
t,
Cri
T
4
r 1-
0 0
IT T
l% ` 1
�.l
--11(10)
10(10) —
WCR-40 ACCESS
PASSENGER CAR EQUIVALENT
7----.
,3,
in
Lo
T
1 I
L{_
15(15)
— ,�
Lo
T
15(16)
t
—_,,s
CO
FIGURE 7
STREAR PROPERTY SOIL MINE
WELD COUNTY, COLORADO
PROJECT TRAFFIC ASSIGNMENT
2
11(10)
10(11)
WCR-40 & WCR-29
LO
1
5(5)---71
5(6)
WCR-40 & US -85
LEGEND
Study Area Key Intersection
Project Access Intersection
XXX(XXX) Weekday AIV(PN/)
Peak Hour Traffic Volumes
XX,X00
Estimated Daily Traffic Volume
i lumpy)» Horn �
tIN WIN Illg IN MIN S r INI IN SS IN IR
NORTH
NTS 096548016
CD'
u
r
T
M
N
N
WCR-40 & SH-60
PASSENGER CAR EQUIVALENT
5
CO
....
T
7) ---.
-' r--18(23)
Cr" Si ZT;
am co
1-
4(1)
,r 19(18)
13(22)
1(2)
5 (8)
—'
i
fi
r
o �
r ! r
N
N
C.
FIGURE 8
STREAR PROPERTY SOIL MINE
WELD COUNTY, COLORADO
2O25 TOTAL TRAFFIC VOLUMES
'7-11(10)
X14(11)
10(10)
8(11)
WCR-40 ACCESS
PASSENGER CAR EQUIVALENT
(-30
a
°0 `° is
R---24(13)
N co
T-
2(2)
I)
.___2(1)
17(21)
18(17)
--7!
r T
fc_ g6
r
�`
----Nscs
o
cp
T
Q
c
J
N d
LO N r
T
WCR-40 & WCR-29
03
O
r
LO
T
24(13)
2(2)
X2(1)
M
C _
7(11) --7`
3(1)
8 (7) --Th
co
619(1095)
WCR-40 & US -85
LEGEND
Study Area Key Intersection
Project Access Intersection
XXX(XXX) Weekday AV(PIV)
Peak Hour Traffic Volumes
XX, X00
Estimated Daily Traffic Volume
i lumpy)» morn �
III MO 'MI MB j
N OR -n-1
NTS 096548016
u
14(24) —2'
1(2)�
5 (9)
WCR-40 & SH-60
1
PASSENGER CAR EQUIVALENT
1
F:
____18(24)
R
'~L. 2
O QO
.-
T M
i 1
T
X4(1)
z___19(18)
14(24) ---71
T
71
`2:T
f7-
T
K_
5(9)-----st
T
in
,-/'
1 -
NI
N
FIGURE 9
STREAR PROPERTY SOIL MINE
WELD COUNTY, COLORADO
2029 TOTAL TRAFFIC VOLUMES
�---11(10)
15(12)
10(10)
9(12)
WCR-40 ACCESS
PASSENGER CAR EQUIVALENT
®
! T
'----26(14)
2(2)
--\
,T
:.is CU
cSI
)
T
:42N
T
`
z--2(1)
17(22)
3(1)
18(17)
--'7
T
I^O
`
771
^ ^
r
--Nso
_
ii:izzC°
T �-
co
co
J
t
(` N O
LO N r
20(14)
M
^
T
T
WCR-40 & WCR-29
03
C _
CO
T
CO
co
I�
M
26(14)
2(2)
X2(1)
r•.
co
WCR-40 & US -85
LEGEND
Study Area Key Intersection
Project Access Intersection
XXX(XXX) Weekday AIV(PN/)
Peak Hour Traffic Volumes
XX,X00
Estimated Daily Traffic Volume
mmievmriorn �
III MO 'INV MB j
Kiml • *Horn
IV O RTH
NTS 096548016
1
O
LO
J
WCR-40 & SH-60
CU
N�
J
1/VCR- 40 ACCESS
FIGURE 10
STREAR PROPERTY SOIL V
WELD COUNTY, COLORADO
2025 RECOMMENDED
GEOMETRY AND CONTROL
INE
I
C
WCR-40 & WCR-29
J
1
200'+175'T
ACC EL
ACC EL
760'+18L
N
WCR-40 & US -85
LEGEND
Study Area Key Intersection
Project Access Intersection
Stop Controlled Approach
Improvement
f--100' Turn Lane Length (feet)
1
MRS a
i mmievymorn �
MB OM NM In ON j
Intersection Count Sheets
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and SH 60
File Name : 1 WCR 40 and SH 60 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 1
Groups
Printed- Automobiles
-
Bicycle
and
Pedestrian
WCR
Eastbound
40
WCR
Westbound
40
SH
Northbound
60
SH
Southbound
60
Start
Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
07:00 AM
2
0 2
0
4
2 0 2
0
4
0
42
1
0
43
0
104
4
0
108
159
07:15
AM
5
1
2
0
8
1 0 1
0
2
1
58 1
0
60
0
101
0
0
101
171
07:30 AM
5
0 0
0
5
0 1
0
0
1
0
64
0
0
64
0
93 4
0
97
167
07:45
AM
1
0 1
0
2
1
3 0
0
4
0
59 0
0
59
1
54
1
0
56
121
Total
13
1
5
0
19
4
4 3
0
11
1
223 2
0
226
1
352 9
0
362
618
08:00 AM
08:15 AM
08:30 AM
08:45 AM
3
5
2
1
0
0
0
0
0
0
1
0
0
0
0
0
3
5
3
1
5 0 0 0 5
0 0 0 0 0
0 0 1 0 1
0 0 0 0 0
1 48
0 57
2 53
0 54
0 0 49
2 0 59
0 0 55
0 0 54
0 89
0 57
0 82
0 69
3 0 92
0 0 57
0 0 82
1 0 70
149
121
141
125
Total
11 0 1 0
12
5 0 1 0 6
3 212 2 0 217
0 297 4 0 301
536
Grand
Apprch
Total
%
24
77.4
1
3.2
6 0
19.4 0
31
9 4 4 0
52.9 23.5 23.5 0
17
4
0.9
435 4
98.2 0.9
0
0
443
1 649
0.2 97.9
13 0
2 0
663
1154
Total
%
2.1
0.1
0.5 0
2.7
0.8 0.3 0.3 0
1.5
0.3
37.7 0.3 0
38.4
0.1 56.2 1.1
0
57.5
Automobiles
24
1
6 0
31
9 4 4 0
17
4
435 4
0
443
1 649
13 0
663
1154
% Automobiles
100
100
100 0
100
100 100
100 0
100
100
100 100
0
100
100
100
100
0
100
100
Bicycle and Pedestrian
0 0 0 0
0
0 0 0 0
0
0
0 0 0
0
0 0 0 0
0
0
Bicycle and
0 0 0 0
0
0 0 0 0
0
0
0 0 0
0
0 0 0 0
0
0
Pedestrian
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and SH 60
File Name : 1 WCR 40 and SH 60 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 2
o
0_
U
To
5
H
C
C
Q
N O N
X) LO
T CO
M
T
C'7
T O
N
T
N
N
N
O
T
co O
co
O O
O
H
E
0= 1
SH 60
Out In
463
0
463
663
0
663
Total
1126
0
1126
13
649
1
0
0
0
0
0
13
649
1
0
Right Thru
-sir
Left Peds
North
5/16/2024 07:00 AM
5/16/2024 08:45 AM
Automobiles
Bicycle and Pedestrian
L
Left Thru Right Peds
4
435
4
0
0
0
0
0
4
435
4
0
664
0
664
Out
X1'13
0
/1/13
In
SH 60
1107
0
1107
Total
T2
H
4 7
C
r
CD
CD
C1
Cn
- N O -N
- N CD -N
CD Ca C9
CD
CD CD
O-)
O O)
CD ---.1
N
co
N
o Co
_ 0
= M
-.
CD
o
a}
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and SH 60
File Name : 1 WCR 40 and SH 60 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 3
WCR
Eastbound
40
WCR
Westbound
40
Northbound
SH
60
SH
Southbound
60
Start Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM
07:15 AM
07:30 AM
07:45 AM
2 0 2 0
5 1 2 0
5 0 0 0
1
0 1
0
4
8
5
2
2 0 2 0 4
1 0 1 0 2
0 1 0 0 1
1
3
0 0
4
0 42
1 58
0 64
0 59
1 0 43
1 0 60
0 0 64
59
0 0
0 104 4
0 101 0
0 93 4
1 54 1
0 108
0 101
0 97
56
0
Total Volume
App. Total
13 1 5 0 19
68.4 5.3 26.3 0
4 4 3 0 11
36.4 36.4 27.3
0
1 223 2 0 226
0.4 98.7 0.9
0
1 352 9
0.3 97.2 2.5
0 362
0
159
171
167
121
618
PHF
.650 .250 .625 .000 .594
.500 .333 .375 .000 -688
.250 .871 .500 .000 -883
.250 .846 .563 .000 -838
.904
SH 60
Out In Total
CC
U
O
co
co
T
M
T
T
LC)
C)
D
I -
cn
-cs
0_
239
362
601
9
352
1
a
Right Thru
Left Peds
Peak Hour Data
A.
North
Peak Hour Begins at 07:00 AM
Automobiles
Bicycle and Pedestrian
Left Thru Right Peds
1
223
2
a
ik cQ
J
,
TH
J
V
o
0_
cn
W
Y
Q
O
c
rh
361
226
587
Out In Total
SH 60
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and SH 60
R
D
C
Ridgeview Data
Collection
Image 1
File Name : 1 WCR 40 and SH 60 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 4
The number of pedestrians shown on this report is representative of the crossing on the
approaching leg, i.e. pedestrians crossing the north side of the intersection are counted
as pedestrians in the southbound crosswalk, as that is the approaching leg that they are
crossing (see figure below). Diagonal crossings are counted on the two legs that will get
the pedestrian to the same end point. Diagonals can be counted separately if
discussed prior to count.
Counted as 1 Ped in
Southbound Column
Counted as 1 Ped in
Northbound Column
Southbound
Traffic
11
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Northtn:Lin f
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R
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Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and SH 60
File Name : 1 WCR 40 and SH 60 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 1
Groups
Printed- Automobiles
-
Bicycle
and
Pedestrian
WCR
Eastbound
40
WCR
Westbound
40
SH
Northbound
60
SH
Southbound
60
Start
Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
04:00
PM
2
0 1
0
3
0 2 1
0
3
1
126
1
0
128
0
87 3
0
90
224
04:15
PM
0
1
2
0
3
0 0 1
0
1
1
123 0
0
124
1
68 2
0
71
199
04:30
PM
0
1
1
0
2
0 0 0
0
0
0
118
0
0
118
1
69 4
0
74
194
04:45
PM
2
1
1
0
4
1
0 1
0
2
1
135
1
0
137
0
80 1
0
81
224
Total
4
3 5
0
12
1
2 3
0
6
3
502 2
0
507
2
304
10
0
316
841
05:00 PM
05:15 PM
05:30 PM
05:45 PM
10
2
8
2
1
0
0
1
3
2
2
2
0
0
0
0
14
4
10
5
1 1
4
0
6
0 0 0 0 0
1 0
3
0
4
0 0 1 0 1
4 133 1 0
1 121
1 131 2
1 120
0 0
0
0 0
138
122
134
121
0
1
1
0
63 2
94
88
56 3
0
1 0
0 0
0
65
96
89
59
223
222
237
186
Total
22 2 9
0
33
2
1
8
0
11
7 505 3 0 515
2 301 6 0 309
868
Grand
Apprch
Total
%
26 5 14
57.8 11.1 31.1
0
0
45
3 3 11
17.6 17.6 64.7
0
0
17
10
1007 5 0
1 98.5 0.5 0
1022
4
0.6
605 16
96.8 2.6
0
0
625
1709
Total
%
1.5 0.3 0.8 0
2.6
0.2 0.2 0.6 0
1
0.6 58.9 0.3 0
59.8
0.2
35.4 0.9 0
36.6
Automobiles
26 5 14
0
45
3 3 11
0
17
10
1007 5 0
1022
4
605 16
0
625
1709
% Automobiles
100 100 100
0
100
100 100 100
0
100
100
100 100 0
100
100
100 100
0
100
100
Bicycle and Pedestrian
0 0 0 0
0
0 0 0 0
0
0 0 0 0
0
0
0 0 0
0
0
Bicycle and
0 0 0 0
0
0 0 0 0
0
0 0 0 0
0
0
0 0 0
0
0
Pedestrian
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and SH 60
File Name : 1 WCR 40 and SH 60 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 2
o
i
U
To
5
H
C
C
Q
'Kt o dr
� �
� CD
t
Cr) CD
N
rn
N
� o
CO
LC) o
ur)
7I -o
T
-,-
0 O
O
E
1
SH 60
Out In
1044
0
1011
625
0
625
Total
1669
0
1669
16
605
4
0
0
0
0
0
16
605
4
0
Right Thru
-i.-
Left Peds
North
5/16/2024 04:00 PM
5/16/2024 05:45 PM
Automobiles
Bicycle and Pedestrian
L
Left Thru Right Peds
10
1007
5
0
0
0
0
0
10
1007
5
0
622
0
622
Out
1022
0
1022
In
1644
0
1644
Total
T
a
Vr
H
7
r
m
CD
CD
C1
Cn
_i..Q_i.
W CD CJJ
CO Ca CO
0
0 Q
o-1
CD ---.1
co
CD
Co
O
2
-0
= M
-IS.
C]
o
a}
SH 60
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and SH 60
File Name : 1 WCR 40 and SH 60 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 3
WCR
Eastbound
40
WCR
Westbound
40
Northbound
SH
60
SH
Southbound
60
Start Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM
05:00 PM
05:15 PM
05:30 PM
2 1 1
10
2 0 2 0
8 0 2
0
1 3 0
0
4
14
4
10
1 0 1 0 2
1 1 4
0 0 0
1
0 6
0 0
0 3 0
4
1 135
4 133
1 121
1 131
1 0 137
1 0 138
0 0 122
0 134
2
0 80 1 0 81
0 63 2 0 65
1 94 1 0 96
1 88 0 0 89
Total Volume
App. Total
22 2 8
0 32
68.8 6.2 25 0
3 1 8 0 12
25 8.3 66.7
0
7 520 4
1.3 97.9 0.8
0 531
0
2 325 4
0.6 98.2 1.2
0 331
0
224
223
222
237
906
PHF
.550 .500 .667 .000 .571
.750 .250 .500 .000 .500
.438 .963 .500 .000 .962
.500 .864 .500 .000 .862
.956
0C
U
T6
O
H
C
O
cv
co
N
N
N
N
T
CO
O
D
H
cn
-c;
0_
SH 60
Out In Total
550
331
881
4
325
2
a
Right Thru
Left Peds
Peak Hour Data
A.
North
Peak Hour Begins at 04:45 PM
Automobiles
Bicycle and Pedestrian
Left Thru Right Peds
7
520
4
a
H
4----7
V
o
0_
cn
CO
CO
W
0
N
iv
0
O
c
336
531
867
Out In Total
SH 60
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and SH 60
R
D
C
Ridgeview Data
Collection
Image 1
File Name : 1 WCR 40 and SH 60 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 4
The number of pedestrians shown on this report is representative of the crossing on the
approaching leg, i.e. pedestrians crossing the north side of the intersection are counted
as pedestrians in the southbound crosswalk, as that is the approaching leg that they are
crossing (see figure below). Diagonal crossings are counted on the two legs that will get
the pedestrian to the same end point. Diagonals can be counted separately if
discussed prior to count.
Counted as 1 Ped in
Southbound Column
Counted as 1 Ped in
Northbound Column
Southbound
Traffic
11
-
ir-nR
�L _uuC`'
nnnn.�
n uuuLTC
Northtn:Lin f
i rdlfic
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and WCR 29
File Name : 2 WCR 40 and WCR 29 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 1
Groups
Printed- Automobiles
-
Bicycle
and
Pedestrian
WCR
Eastbound
40
WCR
Westbound
40
WCR
Northbound
29
WCR
Southbound
29
Start
Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
07:00 AM
0
1
0
0
1
0 1
0
0
1
1 1
0
0
2
0
1
0
0
1
5
07:15
AM
2
1
0
0
3
0 3 0
0
3
1 1
0
0
2
0
0 1
0
1
9
07:30 AM
0
2 0
0
2
0 4
0
0
4
0 2 0
0
2
1
1
1
0
3
11
07:45
AM
0
2 0
0
2
0 1
0
0
1
0 3 0
0
3
0
0 1
0
1
7
Total
2
6 0
0
8
0 9 0
0
9
2 7 0
0
9
1
2 3
0
6
32
08:00 AM
08:15 AM
08:30 AM
08:45 AM
1
0
0
0
0
1
0
0
0
0
0
1
0
0
0
0
1
1
0
1
0 0 0 0 0
0 2 0 0 2
0 1 0 0 1
0 0 0 0 0
0 3 0 0 3
0 4 0 0 4
0 2 0 0 2
0 0 0 0 0
0 1 2 0 3
0 1 0 0 1
0 0 0 0 0
0 1 0 0 1
7
8
3
2
Total
1 1 1 0
3
0 3 0 0 3
0 9 0 0 9
0 3 2 0 5
20
Grand Total
3 7 1
0
11
0
12
0
0
12
2 16 0
0
18
1 5 5 0
11
52
Apprch
%
27.3 63.6 9.1
0
0
100
0
0
11.1 88.9 0
0
9.1 45.5 45.5 0
Total
%
5.8 13.5 1.9
0
21.2
0
23.1 0
0
23.1
3.8 30.8 0
0
34.6
1.9
9.6 9.6 0
21.2
Automobiles
3 7 1
0
11
0
12
0
0
12
2 16 0
0
18
1 5 5 0
11
52
% Automobiles
100 100 100
0
100
0
100
0
0
100
100 100
0
0
100
100
100 100 0
100
100
Bicycle and Pedestrian
0 0 0 0
0
0
0 0
0
0
0 0 0
0
0
0 0 0 0
0
0
Bicycle and
0 0 0 0
0
0
0 0
0
0
0 0 0
0
0
0 0 0 0
0
0
Pedestrian
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and WCR 29
File Name : 2 WCR 40 and WCR 29 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 2
o
i
U
-000
-5-'
C' 7 C'7
H
C
48
T C)
T
T
1-
d') CD
T
rn
T
M CD
co
IN --o
N.
r O
7 -
CD CD
CD
Out
19
0
19
WCR 29
In Total
11
0
11
30
0
30
5
5
1
0
0
0
0
0
5
5
1
0
Right Thru
-i.-
Left Peds
North
5/16/2024 07:00 AM
5/16/2024 08:45 AM
Automobiles
Bicycle and Pedestrian
S
Left Thru Right Peds
2
16
0
0
0
0
0
0
2
16
0
0
6
0
6
Out
18
0
18
24
0
24
In Total
WCR 29
T2
H
7
C
CD
-0
CD
/CL
U}
O O O
N CD N
CD CD Ca
CD
CD O
CO
O 00
N
O N
O
2
- 0
= M
CD
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and WCR 29
File Name : 2 WCR 40 and WCR 29 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 3
WCR
Eastbound
40
WCR
Westbound
40
Northbound
WCR
29
WCR
Southbound
29
Start Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM
07:30 AM
07:45 AM
08:00 AM
2
1 0 0
0 2 0 0
0 2 0 0
1
0 0 0
3
2
2
1
0 3 0 0 3
0 4 0 0 4
0 1 0 0 1
0 0
0 0
0
1
0
0
1 0 0 2
2 0 0 2
3
0 0
0 3 0 0
3
3
0 0 1 0 1
1 1 1 0 3
0 0 1 0 1
0 1
2
0
3
Total Volume
App. Total
3 5 0 0 8
37.5 62.5 0 0
0 8 0 0 8
0 100 0 0
1 9
10 90
0 0 10
0 0
1 2 5 0 8
12.5 25 62.5 0
9
11
7
7
34
PHF
.375 .625 .000 .000 .667
.000 .500 .000 .000 .500
.250 .750 .000 .000 .833
.250 .500 .625 .000 .667
.773
OC
U
TO
O
H
O
N
N
CO
M
LO
O
C)
D
H
cn
-c;
0_
WCR 29
Out In Total
12
8
20
5
2
1
a
Right Thru
Left Peds
Peak Hour Data
A.
North
Peak Hour Begins at 07:15 AM
Automobiles
Bicycle and Pedestrian
Left Thru Right Peds
1
9
a
a
V
o
O_
cn
O
CO
C7)
a
Q
CO
Y
O
c
0
= Il
O
2
10
12
Out In Total
WCR 29
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and WCR 29
R
D
C
Ridgeview Data
Collection
Image 1
File Name : 2 WCR 40 and WCR 29 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 4
The number of pedestrians shown on this report is representative of the crossing on the
approaching leg, i.e. pedestrians crossing the north side of the intersection are counted
as pedestrians in the southbound crosswalk, as that is the approaching leg that they are
crossing (see figure below). Diagonal crossings are counted on the two legs that will get
the pedestrian to the same end point. Diagonals can be counted separately if
discussed prior to count.
!Counted as 1 Ped in
Southbound Column fr
Counted as 1 Ped in
Northbound Column
Southbound
Traffic
11
-
ir-nR
�L _uuC`'
nnnn.�
n uuuLTC
Northh.uri;i
i rdlfic
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and WCR 29
File Name : 2 WCR 40 and WCR 29 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 1
Groups
Printed- Automobiles
-
Bicycle
and
Pedestrian
WCR
Eastbound
40
WCR
Westbound
40
WCR
Northbound
29
WCR
Southbound
29
Start
Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
04:00
PM
2
1
1
0
4
0 1
0
0
1
1
3 0
0
4
0
1
3
0
4
13
04:15
PM
1
2 0
0
3
0 0 0
0
0
0 1
0
0
1
0
1
2
0
3
7
04:30
PM
3
1
0
0
4
0 1
0
0
1
0 3 0
0
3
0
0 1
0
1
9
04:45
PM
0
0 0
0
0
0 2 0
0
2
0 2 0
0
2
0
0 0
0
0
4
Total
6
4
1
0
11
0 4 0
0
4
1
9 0
0
10
0
2 6
0
8
33
05:00 PM
05:15 PM
05:30 PM
05:45 PM
0
1
1
1
3
0
2
2
0
0
0
0
0
0
0
0
3
1
3
3
0 1 0 0 1
0 0 0 0 0
0 2 0 0 2
1 0 0 0 1
0 1 0 0 1
1 0 0 0 1
1 0 0 0 1
0 1 0 0 1
0 0 1 0 1
0 0 0 0 0
0 0 0 0 0
0 0 1 0 1
6
2
6
6
Total
3 7 0 0
10
1 3 0 0 4
2 2 0 0 4
0 0 2 0 2
20
Grand
Apprch
Total
%
9 11
42.9 52.4
4.8
1
0
0
21
1
12.5
7 0
87.5 0
0
0
8
3 11
21.4 78.6
0
0
0
0
14
0
0
2 8 0
20 80 0
10
53
Total
%
17 20.8 1.9
0
39.6
1.9
13.2 0
0
15.1
5.7 20.8 0
0
26.4
0
3.8 15.1 0
18.9
Automobiles
9 11
1
0
21
1
7 0
0
8
3 11
0
0
14
0
2 8 0
10
53
% Automobiles
100
100
100
0
100
100
100 0
0
100
100 100
0
0
100
0
100 100 0
100
100
Bicycle and Pedestrian
0 0 0 0
0
0 0 0
0
0
0 0 0
0
0
0
0 0 0
0
0
Bicycle and
0 0 0 0
0
0 0 0
0
0
0 0 0
0
0
0
0 0 0
0
0
Pedestrian
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and WCR 29
File Name : 2 WCR 40 and WCR 29 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 2
o
i
U
- C3)O C3) 00
o�
H
C
48
T CD
N
T
N
CO a
T
CO
T
rn 0
rn
T O
T
T
1-
1- 0
1-
O 0
0
Lt
H
E
lz 1
Out
20
0
20
WCR 29
In Total
10
0
10
30
0
30
8
2
0
0
0
0
0
0
8
2
0
0
Right Thru
-sir
Left Peds
North
5/16/2024 04:00 PM
5/16/2024 05:45 PM
Automobiles
Bicycle and Pedestrian
S
Left Thru Right Peds
3
11
0
0
0
0
0
0
3
11
0
0
4
0
4
Out
14
0
14
18
0
18
In Total
WCR 29
T 2
H
4 7
C
C
CD
000
--.1 O --.1
0
0
0 O
0
CO
0 CO
_L.
CD
_L
0 CD
W
O
2
- 0
= M
0
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and WCR 29
File Name : 2 WCR 40 and WCR 29 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 3
WCR
Eastbound
40
WCR
Westbound
40
Northbound
WCR
29
WCR
Southbound
29
Start Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM
04:15 PM
04:30 PM
04:45 PM
2 1 1 0
1 2 0 0
3
1 0 0
0 0 0 0
4
3
4
0
0 1 0 0 1
0 0 0 0 0
0 1 0 0 1
0
2
0 0
2
1
0
0
3 0 0 4
1 0 0 1
3 0 0 3
0 2 0 0
2
0 1 3 0 4
0 1 2 0 3
0 0 1 0 1
0 0 0 0
0
Total Volume
App. Total
6 4 1 0 11
54.5 36.4 9.1 0
0 4 0 0 4
0 100 0 0
1 9
10 90
0 0 10
0 0
0 2 6 0 8
0 25 75 0
13
7
9
4
33
PHF
.500 .500 .250 .000 .688
.000 .500 .000 .000 .500
.250 .750 .000 .000 .625
.000 .500 .500 .000 .500
.635
CC
U
T6
O
H
O
N
N
T
T
Co
T
T
T
C)
D
2C- -—►
I —
cn
^�
LL
WCR 29
Out In Total
15
8
23
6
2
a
a
Right Thru
Left Peds
Peak Hour Data
A.
North
Peak Hour Begins at a4:aa PM
Automobiles
Bicycle and Pedestrian
Left Thru Right Peds
1
9
a
a
H
4---7
V
o
0_
cn
O
Y
a
Q
Y
CO
O
c
3
10
13
Out In Total
WCR 29
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and WCR 29
R
D
C
Ridgeview Data
Collection
Image 1
File Name : 2 WCR 40 and WCR 29 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 4
The number of pedestrians shown on this report is representative of the crossing on the
approaching leg, i.e. pedestrians crossing the north side of the intersection are counted
as pedestrians in the southbound crosswalk, as that is the approaching leg that they are
crossing (see figure below). Diagonal crossings are counted on the two legs that will get
the pedestrian to the same end point. Diagonals can be counted separately if
discussed prior to count.
Counted as 1 Ped in
Southbound Column
Counted as 1 Ped in
Northbound Column
Southbound
Traffic
11
-
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n uuuLTC
Northtn:Lin f
i rdlfic
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and US 85
File Name : 3 WCR 40 and US 85 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 1
Groups
Printed- Automobiles
-
Bicycle
and
Pedestrian
WCR
Eastbound
40
WCR
Westbound
40
Northbound
US
85
US
Southbound
85
Start
Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
07:00 AM
0
0 0
0
0
0 1
2
0
3
0
155
1
0
156
3
231
0
0
234
393
07:15
AM
1
0 1
0
2
1 1
8
0
10
0
139 3
0
142
3
227 2
0
232
386
07:30 AM
0
1
2
0
3
0 0 9
0
9
0
163
2
0
165
5
236 5
0
246
423
07:45
AM
1
2 0
0
3
1
0 5
0
6
0
151
1
0
152
4
186
2
0
192
353
Total
2
3 3
0
8
2 2 24
0
28
0
608 7
0
615
15
880 9
0
904
1555
08:00 AM
08:15 AM
08:30 AM
08:45 AM
0
1
0
0
0
0
1
0
1
0
0
0
0
0
0
0
1
1
1
0
0 0 4 0 4
2 0 6 0 8
2 2 4 0 8
1 0 8 0 9
0
0
0
0
126
83
139
122
2 0 128
4 0 87
3 0 142
4 0 126
3 140
4 144
4 154
6 109
0 0 143
2 0 150
0 0 158
0 0 115
276
246
309
250
Total
1 1 1 0
3
5 2 22 0 29
0 470 13 0 483
17 547 2 0 566
1081
Grand
Apprch
Total
%
3 4 4
27.3 36.4 36.4
0
0
11
7 4
12.3 7
46
80.7
0
0
57
0
0
1078 20 0
98.2 1.8 0
1098
32 1427 11
2.2 97.1 0.7
0
0
1470
2636
Total
%
0.1 0.2 0.2 0
0.4
0.3 0.2
1.7
0
2.2
0
40.9 0.8 0
41.7
1.2 64.1 0.4 0
55.8
Automobiles
3 4 4
0
11
7 4
46
0
57
0
1078 20 0
1098
32 1427 11
0
1470
2636
% Automobiles
100
100
100
0
100
100 100
100
0
100
0
100 100 0
100
100 100 100
0
100
100
Bicycle and Pedestrian
0 0 0 0
0
0 0
0 0
0
0
0 0 0
0
0 0 0 0
0
0
Bicycle and
0 0 0 0
0
0 0
0 0
0
0
0 0 0
0
0 0 0 0
0
0
Pedestrian
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and US 85
File Name : 3 WCR 40 and US 85 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 2
cfl o cfl
N N
O
C
U
T
T
u7
T
CO O
71-o
�o
O O
Lt
N
J
' 1
US 85
Out In
1127
0
1127
1470
0
1470
Total
2597
0
2597
11
1427
32
0
0
0
0
0
11
1427
32
0
Right Thru
Left Peds
North
5/16/2024 07:00 AM
5/16/2024 08:45 AM
Automobiles
Bicycle and Pedestrian
r -D
Left Thru Right Peds
0
1078
20
0
0
0
0
0
0
1078
20
0
1438
0
1438
Out
1098
0
1098
In
US 85
2536
0
2536
Total
7
r
CD
07
O 07
O -N
o�
Q
Q Q
U1
07
U1
O 07
_L
Q CO
W
O
C
r -r
M
O
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and US 85
File Name : 3 WCR 40 and US 85 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 3
WCR
Eastbound
40
WCR
Westbound
40
Northbound
US
85
US
Southbound
85
Start Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM
07:15 AM
07:30 AM
07:45 AM
0 0 0 0
1 0 1 0
0 1
1
2
2
0
0 0
0
2
3
3
0 1 2 0
1 1 8 0
0 0
1
0
9
5
0
0
3
10
9
6
0 155
0 139
0 163
0 151
1 0
3
2
1
0
0
0
156
142
165
152
3 231
3 227 2
5 236
4 186
5
2
0 0
0
0
0
234
232
246
192
Total Volume
App. Total
2 3 3
25 37.5 37.5
0
0
8
2 2 24
7.1 7.1 85.7
0
0
28
0 608 7
0 98.9 1.1
0 615
0
15 880
1.7 97.3
9 0 904
1 0
393
386
423
353
1555
PHF
.500 .375 .375 .000 .667
.500 .500 .667 .000 .700
.000 .933 .583 .000 .932
.750 .932 .450 .000 -919
.919
CC
U
T6
45
H
O
07
T
CO
N
co
co
C)
D
H
cn
-cs
0_
US 85
Out In Total
634
904
1538
9
880
15
0
Right Thru
Left Peds
Peak Hour Data
A.
North
Peak Hour Begins at 07:00 AM
Automobiles
Bicycle and Pedestrian
Left Thru Right Peds
0
608
7
0
H
4-7
V
o
0_
cn
N
N
N
c_n
N
Q
N
co
cm
(so
O
c
_c")
= Il
ca
885
615
1500
Out In Total
US 85
Gil crest, CO
Strear Property Soil Mine
AM Peak
WCR 40 and US 85
R
D
C
Ridgeview Data
Collection
Image 1
File Name : 3 WCR 40 and US 85 AM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 4
The number of pedestrians shown on this report is representative of the crossing on the
approaching leg, i.e. pedestrians crossing the north side of the intersection are counted
as pedestrians in the southbound crosswalk, as that is the approaching leg that they are
crossing (see figure below). Diagonal crossings are counted on the two legs that will get
the pedestrian to the same end point. Diagonals can be counted separately if
discussed prior to count.
!Counted as 1 Ped in
Southbound Column fr
Counted as 1 Ped in
Northbound Column
Southbound
Traffic
11
-
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nnnn.�
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Northh.uri;i
i rdlfic
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and US 85
File Name : 3 WCR 40 and US 85 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 1
Groups
Printed- Automobiles
-
Bicycle
and
Pedestrian
WCR
Eastbound
40
WCR
Westbound
40
Northbound
US
85
US
Southbound
85
Start
Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
04:00
PM
1
0 0
0
1
1
1
3
0
5
0
271
0
0
271
4
132
0
0
136
413
04:15
PM
2
0 0
0
2
1 0 3
0
4
0
250 0
0
250
4
183
0
0
187
443
04:30
PM
1
0 1
0
2
1
0 2
0
3
0
222 1
0
223
4
169
2
0
175
403
04:45
PM
1
0 0
0
1
0 1
2
0
3
2
256 0
0
258
4
152
0
0
156
418
Total
5
0 1
0
6
3 2 10
0
15
2
999 1
0
1002
16
636 2
0
654
1677
05:00 PM
05:15 PM
05:30 PM
05:45 PM
3
0
2
2
1
0
0
0
0
1
0
0
0
0
0
0
4
1
2
2
1 0 4 0 5
0 0 6 0 6
0 1 1 0 2
0 0 3 0 3
0 261
0 295
0 263
0 252
0 0 261
1 0 296
0 0 263
1 0 253
3 145
0 193
3 173
1 124
1 0 149
1 0 194
1 0 177
0 0 125
419
497
444
383
Total
7 1 1 0
9
1 1 14 0 16
0 1071
2 0 1073
7 635 3 0 645
1743
Grand Total
12 1
2 0
15
4 3 24 0
31
2 2070 3 0
2075
23 1271 5 0
1299
3420
Apprch
%
80 6.7 13.3 0
12.9 9.7 77.4 0
0.1 99.8 0.1 0
1.8 97.8 0.4 0
Total
%
0.4 0 0.1 0
0.4
0.1 0.1 0.7 0
0.9
0.1 60.5 0.1 0
60.7
0.7 37.2 0.1 0
38
Automobiles
12 1
2 0
15
4 3 24 0
31
2 2070 3 0
2075
23 1271 5 0
1299
3420
% Automobiles
100
100
100
0
100
100 100
100 0
100
100
100 100
0
100
100 100 100
0
100
100
Bicycle and Pedestrian
0 0 0 0
0
0 0 0 0
0
0 0 0 0
0
0 0 0 0
0
0
Bicycle and
0 0 0 0
0
0 0 0 0
0
0 0 0 0
0
0 0 0 0
0
0
Pedestrian
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and US 85
File Name : 3 WCR 40 and US 85 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 2
C
0=
U
LC) CD In
N N
T
CD CD
T
0
T
N O
T
N
T
T
0
T
N O
N
CD CD
0= 1
US 85
Out In
2106
0
2106
1299
0
1299
Total
3405
0
3405
5
1271
23
0
0
0
0
0
5
1271
23
0
Right Thru
Left Peds
North
5/16/2024 04:00 PM
5/16/2024 05:45 PM
Automobiles
Bicycle and Pedestrian
r -D
Left Thru Right Peds
2
2070
3
0
0
0
0
0
2
2070
3
0
1277
0
1277
Out
2075
0
2075
In
US 85
3352
0
3352
Total
Tg
4 7
Vr
r
CD
N N
-P O -P
W O CO
-Po-P
Q
Q Q
N
V
CO
O
CO
O
C
M
0
R
D
C
Ridgeview Data
Collection
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and US 85
File Name : 3 WCR 40 and US 85 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 3
WCR
Eastbound
40
WCR
Westbound
40
Northbound
US
85
US
Southbound
85
Start Time
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Left
Thru
Right
Peds
App. Total
Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM
05:00 PM
05:15 PM
05:30 PM
1 0 0 0
3 1 0 0
0 0 1 0
2 0 0 0
1
4
1
2
0 1 2 0 3
1 0 4 0 5
0 0 6 0
0 1
1
0
6
2
2 256
0 261
0 295
0 263
0 0 258
0 0 261
1 0 296
0 0 263
4 152
3 145
0 193
3 173
0
1
1
1
0 156
0 149
0 194
0 177
Total Volume
App. Total
6 1 1 0 8
75 12.5 12.5 0
1 2 13 0 16
6.2 12.5 81.2
0
2 1075 1
0.2 99.7 0.1
0 1078
0
10 663 3
1.5 98.1 0.4
0 676
0
418
419
497
444
1778
PHF
.500 .250 .250 .000 .500
.250 .500 .542 .000 .667
.250 .911 .250 .000 .910
.625 .859 .750 .000 .871
.894
US 85
Out In Total
CC
U
=
O
T
CO
CO
N-
1 -
C)
D
I -
cn
ti
1094
676
1770
3
663
Right Thru
10
0
Left Peds
Peak Hour Data
A.
North
Peak Hour Begins at 04:45 PM
Automobiles
Bicycle and Pedestrian
S
Left Thru Right Peds
2
1075
1
0
H
4-7
7D
0_
cn
W
N
N
a
iv
a
c
rh
= Il
ca
665
1078
1743
Out In Total
US 85
Gil crest, CO
Strear Property Soil Mine
PM Peak
WCR 40 and US 85
R
D
C
Ridgeview Data
Collection
Image 1
File Name : 3 WCR 40 and US 85 PM
Site Code : KHA 667
Start Date : 5/16/2024
Page No : 4
The number of pedestrians shown on this report is representative of the crossing on the
approaching leg, i.e. pedestrians crossing the north side of the intersection are counted
as pedestrians in the southbound crosswalk, as that is the approaching leg that they are
crossing (see figure below). Diagonal crossings are counted on the two legs that will get
the pedestrian to the same end point. Diagonals can be counted separately if
discussed prior to count.
Counted as 1 Ped in
Southbound Column
Counted as 1 Ped in
Northbound Column
Southbound
Traffic
11
-
ir-nR
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nnnn.�
n uuuLTC
Northtn:Lin f
i rdlfic
Traffic Projections
CDOT OTIS: Strear Property Soil Mine
ROUTE
REFPT
ENDREFPT
LENGTH
UPDATEYR
AADT
YR20FACTOR
ANNUAL GROWTH RATE
DHV
DD
LOCATION
085C
253.809
256.857
3.046
2022
19000
1.42
1.77%
11.5
57
ON SH 85 NE/O SH 60 HOUSTON
085C
256.857
258.599
1.722
2022
20000
1.41
1.73%
11.5
57
ON SH 85 N E/O ASH ST CR 31 G I LCR EST
060B
16.573
20.203
3.615
2022
6800
1.53
2.15%
11
57
ON SH 60 N/O SH 85
AVG
1.45
1.88%
Intersection Capacity Analysis Outputs
Strear Property Soil Mine Existing
1: S H -60 & WC R-40
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 0.7
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 13
Future Vol, veh/h 13
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control
T
40111
1 5 4
1 5 4
4
1
3 1 223
3 1 223
t r
2 1 352 9
2 1 352 9
Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None
- None
- None
- None
Storage Length
- 600
- 125 - 550
Veh in Median Storage, # - 0
0
0
0
Grade, % - 0
0
0
0
Peak Hour Factor 90 90 90 90 90
90 90 90 90 90 90 90
Heavy Vehicles, % 10 10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 14 1 6 4 4 3 1 248
2 1 391 10
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 646 646 391 645 654 249 401
0 0 250 0 0
Stage 1 393 393
- 251 251
Stage 2 252 252
- 394 403
Critical Hdwy
7.2 6.6 6.3 7.2 6.6 6.3 4.2
- 4.2
Critical Hdwy Stg 1 6.2 5.6
- 6.2 5.6
Critical Hdwy Stg 2 6.2 5.6
- 6.2 5.6
Follow-up Hdwy
3.59 4.09 3.39 3.59 4.09 3.39 2.29
- 2.29
Pot Cap -1 Maneuver 374
380 640 374 376 771 1115
- 1270
Stage 1 616 592
- 736 685
Stage 2 735 684
- 615 586
Platoon blocked, %
Mov Cap -1 Maneuver 367
380 640 369 375 771 1115
- 1270
Mov Cap -2 Maneuver 367 380
- 369 375
Stage 1 615 591
- 735 684
Stage 2 726 683
- 608 585
Approach EB
WB
NB
SB
HCM Control Delay, s/v14.15
13.55
0.04
0.02
HCM LOS
B
B
M
inor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1115
- 414 433 1270
HCM Lane V/C Ratio 0.001
- 0.051 0.028 0.001
HCM Control Delay (s/veh) 8.2
- 14.2 13.6 7.8
HCM Lane LOS A
B B A
HCM 95th %tile Q(veh) 0
- 0.2 0.1 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 1
Strear Property Soil Mine Existing
2: WCR-29 -2 9& WCR-40
-4 0
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 5.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 3
Future Vol, veh/h 3
T
40111
5 0 0
5 0
0
8
0 1
0 1
9 0 1
9 0 1
2 5
2 5
Conflicting Peds, #/hr 0
0 0
0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized
- None
- None
- None
- None
Storage Length
Veh in Median Storage, # -
0
0
0
0
Grade,
0
0
0
0
Peak Hour Factor 77
77 77
77 77 77 77 77 77 77 77 77
Heavy Vehicles, % 10
10 10
10 10 10 10 10 10 10 10 10
Mvmt Flow 4
6 0
0 10 0 1 12 0 1 3 6
Major/Minor Major1
Major2
Minor1
Minor2
Conflicting Flow All 10 0 0 6 0 0 26
25 6 31 25 10
Stage 1
- 14 14
10 10
Stage 2
12 10 - 20 14
Critical Hdwy 4.2
- 4.2
- 7.2 6.6 6.3 7.2 6.6 6.3
Critical Hdwy Stg 1
- 6.2 5.6 - 6.2 5.6
Critical Hdwy Stg 2
- 6.2 5.6 - 6.2 5.6
Follow-up Hdwy 2.29
- 2.29
- 3.59 4.09 3.39 3.59 4.09 3.39
Pot Cap -1 Maneuver 1558
- 1563
- 964 853 1053 958 853 1048
Stage 1
- 985 868 - 990 871
Stage 2
- 989 871 - 978 868
Platoon blocked, %
Mov Cap -1 Maneuver 1558
- 1563
- 953 851 1053 942 851 1048
Mov Cap -2 Maneuver
- 953 851 - 942 851
Stage 1
- 983 866 - 990 871
Stage 2
- 979 871 - 963 866
Approach EB
WB
NB
SB
HCM Control Delay, s/v 2.74
0
9.25
8.72
HCM LOS
A
A
Minor Lane/Major Mvmt
NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h)
860 675
- 1563
- 978
HCM Lane V/C Ratio
0.015 0.003
- 0.011
HCM Control Delay (s/veh)
9.2 7.3 0
0
- 8.7
HCM Lane LOS
A
A A
A
A
HCM 95th %tile Q(veh)
0 0
0
0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 2
Strear Property Soil Mine Existing
3: US -85 & WC R-40
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
T
40111
7 15 880 9
Traffic Vol, veh/h 2 3 3 2 2 24
0 608
Future Vol, veh/h 2 3 3 2 2
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
24 0 608 7 15 880 9
RT Channelized - - Stop
- Stop
- None
- None
Storage Length
- 125 - 250 75 - 250
Veh in Median Storage, # - 1
1
0
0
Grade, % - 0
0
0
0
Peak Hour Factor 92
92 92 92 92
92 92 92 92 92 92 92
Heavy Vehicles, % 10
10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 2
3 3 2 2
26 0 661 8 16 957 10
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All
1321 1658 478 1173 1660 330 966 0 0 668 0 0
Stage 1
989 989
- 661 661
Stage 2
332 668
- 513 999
Critical Hdwy
7.7 6.7 7.1 7.7 6.7 7.1 4.3
- 4.3
Critical Hdwy Stg 1
6.7 5.7
- 6.7 5.7
Critical Hdwy Stg 2
6.7 5.7
- 6.7 5.7
Follow-up Hdwy
3.6 4.1 3.4 3.6 4.1 3.4 2.3
- 2.3
Pot Cap -1 Maneuver 107
89 512 138 89 642 661
- 865
Stage 1
250 306
- 399 439
Stage 2
634 435
- 492 302
Platoon blocked, %
Mov Cap -1 Maneuver 100
88 512 132 87 642 661
- 865
Mov Cap -2 Maneuver 193 198
- 258 199
Stage 1 245 300
- 399 439
Stage 2 605 435
- 475 297
Approach EB
WB
NB
SB
HCM Control Delay, s/v17.72
11.14
0
0.15
HCM LOS
C
B
M
inor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 661
ME
- 292 617 865
HCM Lane V/C Ratio
- 0.03 0.049 0.019
HCM Control Delay (s/veh) 0
- 17.7 11.1 9.2
HCM Lane LOS A
C B A
HCM 95th %tile Q(veh) 0
- 0.1 0.2 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 3
Strear Property Soil Mine Existing
1: S H -60 & WC R-40
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 0.9
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 22
Future Vol, veh/h 22
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control
2 8 3
2 8 3
1
ID) rIEN
8 7 520
8 7 520
t r
4 2 325 4
4 2 325 4
Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized
- None - None
- None
- None
Storage Length - - - - - - 600
- 125 - 550
Veh in Median Storage, # - 0 0
0
0
Grade,
0
0
Peak Hour Factor 96 96 96 96 96
96 96
96 96 96 96 96
Heavy Vehicles, % 10 10 10 10 10
10 10
10 10 10 10 10
Mvmt Flow 23 2 8 3 1
8 7 542
4 2 339 4
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 899 903 339 902 905 544 343
0 0 546 0 0
Stage 1 343 343 - 558 558
Stage 2 557 560
- 344 347
Critical Hdwy
7.2 6.6 6.3 7.2 6.6 6.3 4.2
- 4.2
Critical Hdwy Stg 1 6.2 5.6
- 6.2 5.6
Critical Hdwy Stg 2 6.2 5.6
- 6.2 5.6
Follow-up Hdwy
3.59 4.09 3.39 3.59 4.09 3.39 2.29
- 2.29
Pot Cap -1 Maneuver 251
269 686 250 268 524 1173
- 984
Stage 1 656 624
- 500 499
Stage 2 501 498
- 655 621
Platoon blocked, %
Mov Cap -1 Maneuver 244
267 686 243 266 524 1173
- 984
Mov Cap -2 Maneuver 244 267
- 243 266
Stage 1 655 622
- 497 496
Stage 2 489 495
- 644 620
Approach EB
WB
NB
SB
HCM Control Delay, s/v18.86
14.73
0.11
0.05
HCM LOS
C
B
M
inor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1173
- 293 383 984
HCM Lane V/C Ratio 0.006
- 0.114 0.033 0.002
HCM Control Delay (s/veh) 8.1
- 18.9 14.7 8.7
HCM Lane LOS A
C B A
HCM 95th %tile Q(veh) 0
- 0.4 0.1 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 1
Strear Property Soil Mine Existing
2: WC R-29 & WC R-40 Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 6.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations T
Traffic Vol, veh/h 6 4 1 0
Future Vol, veh/h 6 4 1 0
4
0 1
0 1
9 0 0 2 6
9 0 0 2 6
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized
- None - - None - - None - - None
Storage Length
Veh in Median Storage, # - 0 - - 0
0 - - 0
Grade,
0 - - 0
Peak Hour Factor 64 64 64 64 64 64 64 64 64 64 64 64
Heavy Vehicles, % 10 10 10 10 10 10 10 10 10 10 10 10
Mvmt Flow 9 6 2 0 6 0 2 14 0 0 3 9
Major/Minor
Major1 Major2 Minor1 Minor2
Conflicting Flow All 6 0 0 8 0 0 34 32 7 38 33 6
Stage 1
- 26 26 - 6 6
Stage 2 - - - - - - 8 6 - 32 27
Critical Hdwy 4.2 - - 4.2 - - 7.2 6.6 6.3 7.2 6.6 6.3
Critical Hdwy Stg 1 - - - - - - 6.2 5.6 - 6.2 5.6
Critical Hdwy Stg 2 - - - - - - 6.2 5.6 - 6.2 5.6
Follow-up Hdwy 2.29 - - 2.29 - - 3.59 4.09 3.39 3.59 4.09 3.39
Pot Cap -1 Maneuver 1564
- 1562 - - 953 845 1052 947 844 1053
Stage 1 - - - - - - 972 858 - 995 875
Stage 2 - - - - - - 993 875 - 964 857
Platoon blocked, %
Mov Cap -1 Maneuver 1564
- 1562 - - 936 840 1052 925 839 1053
Mov Cap -2 Maneuver - - - - - - 936 840 - 925 839
Stage 1 - - - - - - 966 853 - 995 875
Stage 2 - - - - - - 981 875 - 943 852
Approach
EB WB
NB SB
HCM Control Delay, s/v 3.99 0 9.32 8.68
HCM LOS
A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h) 849 944
- 1562 - - 990
HCM Lane V/C Ratio 0.018 0.006 - - - - - 0.013
HCM Control Delay (s/veh) 9.3 7.3 0
0 - - 8.7
HCM Lane LOS
A A A - A - - A
HCM 95th %tile Q(veh) 0.1 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 2
Strear Property Soil Mine Existing
3: US -85 & WC R-40
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 6
Future Vol, veh/h 6
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop
2
ID) tt 7 11 Att
13 2 1075 1 10 663 3
13 2 1075 1 10 663 3
Free Free Free Free Free Free
RT Channelized - - Stop
- Stop
- None
- None
Storage Length
- 125 - 250 75 - 250
Veh in Median Storage, # - 1
1
0
0
Grade, % - 0
0
0
0
Peak Hour Factor 89 89 89 89 89
89 89 89 89 89 89 89
Heavy Vehicles, % 10 10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 7 1 1 1 2
15 2 1208 1 11 745 3
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 1377 1981 372 1608 1983 604 748 0 0 1209 0 0
Stage 1 767 767
- 1212 1212
Stage 2 610 1213
- 396 771
Critical Hdwy
7.7 6.7 7.1 7.7 6.7 7.1 4.3
- 4.3
Critical Hdwy Stg 1 6.7 5.7
- 6.7 5.7
Critical Hdwy Stg 2 6.7 5.7
- 6.7 5.7
Follow-up Hdwy
3.6 4.1 3.4 3.6 4.1 3.4 2.3
- 2.3
Pot Cap -1 Maneuver 97
55 602 65 55 422 806
- 530
Stage 1 343 391
- 181 238
Stage 2 430 237
- 580 389
Platoon blocked, %
Mov Cap -1 Maneuver 90
54 602 62 54 422 806
- 530
Mov Cap -2 Maneuver 207 152
- 144 156
Stage 1 336 382
- 180 237
Stage 2 410 237
- 565 381
Approach EB
WB
NB
SB
HCM Control Delay, s/v21.79
14.64
0.02
0.18
HCM LOS
C
B
Minor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 806
ME
- 223 392 530
HCM Lane V/C Ratio 0.003
- 0.04 0.046 0.021
HCM Control Delay (s/veh) 9.5
- 21.8 14.6 11.9
HCM Lane LOS A
C B B
HCM 95th %tile Q(veh) 0
- 0.1 0.1 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 3
Strear Property Soil Mine 2025 Background
1: S H -60 & WC R-40
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 0.7
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 13
Future Vol, veh/h 13
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control
T
40111
1 5 4
1 5 4
4
1
3 1 227
3 1 227
t r
2 1 359 9
2 1 359 9
Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None
- None
- None
- None
Storage Length
- 600
- 125 - 550
Veh in Median Storage, # - 0
0
0
0
Grade, % - 0
0
0
0
Peak Hour Factor 90 90 90 90 90
90 90 90 90 90 90 90
Heavy Vehicles, % 10 10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 14 1 6 4 4 3 1 252
2 1 399 10
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 658 658 399 657 667 253 409
0 0 254 0 0
Stage 1 401 401
- 256 256
Stage 2 257 257
- 402 411
Critical Hdwy
7.2 6.6 6.3 7.2 6.6 6.3 4.2
- 4.2
Critical Hdwy Stg 1 6.2 5.6
- 6.2 5.6
Critical Hdwy Stg 2 6.2 5.6
- 6.2 5.6
Follow-up Hdwy
3.59 4.09 3.39 3.59 4.09 3.39 2.29
- 2.29
Pot Cap -1 Maneuver 367
374 634 367 370 766 1108
- 1265
Stage 1 610 587
- 732 681
Stage 2 731 681
- 609 581
Platoon blocked, %
Mov Cap -1 Maneuver 360
373 634 362 369 766 1108
- 1265
Mov Cap -2 Maneuver 360 373
- 362 369
Stage 1 609 587
- 731 681
Stage 2 722 680
- 602 581
Approach EB
WB
NB
SB
HCM Control Delay, s/v14.32
13.69
0.04
0.02
HCM LOS
B
B
Minor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1108
- 407 426 1265
HCM Lane V/C Ratio 0.001
- 0.052 0.029 0.001
HCM Control Delay (s/veh) 8.3
- 14.3 13.7 7.8
HCM Lane LOS A
B B A
HCM 95th %tile Q(veh) 0
- 0.2 0.1 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 1
Strear Property Soil Mine 2025 Background
2: WCR-29 -2 9& WCR-40
-4 0
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 5.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 3
Future Vol, veh/h 3
T
40111
5 0 0
5 0
0
8
0 1
0 1
9 0 1
9 0 1
2 5
2 5
Conflicting Peds, #/hr 0
0 0
0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized
- None
- None
- None
- None
Storage Length
Veh in Median Storage, # -
0
0
0
0
Grade,
0
0
0
0
Peak Hour Factor 77
77 77
77 77 77 77 77 77 77 77 77
Heavy Vehicles, % 10
10 10
10 10 10 10 10 10 10 10 10
Mvmt Flow 4
6 0
0 10 0 1 12 0 1 3 6
Major/Minor Major1
Major2
Minor1
Minor2
Conflicting Flow All 10 0 0 6 0 0 26
25 6 31 25 10
Stage 1
- 14 14
10 10
Stage 2
12 10 - 20 14
Critical Hdwy 4.2
- 4.2
- 7.2 6.6 6.3 7.2 6.6 6.3
Critical Hdwy Stg 1
- 6.2 5.6 - 6.2 5.6
Critical Hdwy Stg 2
- 6.2 5.6 - 6.2 5.6
Follow-up Hdwy 2.29
- 2.29
- 3.59 4.09 3.39 3.59 4.09 3.39
Pot Cap -1 Maneuver 1558
- 1563
- 964 853 1053 958 853 1048
Stage 1
- 985 868 - 990 871
Stage 2
- 989 871 - 978 868
Platoon blocked, %
Mov Cap -1 Maneuver 1558
- 1563
- 953 851 1053 942 851 1048
Mov Cap -2 Maneuver
- 953 851 - 942 851
Stage 1
- 983 866 - 990 871
Stage 2
- 979 871 - 963 866
Approach EB
WB
NB
SB
HCM Control Delay, s/v 2.74
0
9.25
8.72
HCM LOS
A
A
Minor Lane/Major Mvmt
NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h)
860 675
- 1563
- 978
HCM Lane V/C Ratio
0.015 0.003
- 0.011
HCM Control Delay (s/veh)
9.2 7.3 0
0
- 8.7
HCM Lane LOS
A
A A
A
A
HCM 95th %tile Q(veh)
0 0
0
0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 2
Strear Property Soil Mine 2025 Background
3: US -85 & WC R-40
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
T
40111
rr 4,s kit r
Traffic Vol, veh/h 2 3 3 2 2 24
0 619
7 15 897 9
Future Vol, veh/h 2
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
3 3 2 2 24 0 619 7 15 897 9
RT Channelized
- Stop
- Stop
- None - None
Storage Length
- 125 - 250 75 - 250
Veh in Median Storage, # - 1
1
Grade,
0
0
Peak Hour Factor 92
92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 10
10 10 10 10 10 10 10 10 10 10 10
Mvmt Flow 2
3 3 2 2 26 0 673 8 16 975 10
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 1345 1688 488 1195 1690 336 985 0 0 680 0 0
Stage 1 1008 1008
- 673 673
IMP
Stage 2 338 680
- 522 1017
Critical Hdwy 7.7 6.7 7.1 7.7 6.7 7.1 4.3
- 4.3
Critical Hdwy Stg 1 6.7 5.7
- 6.7 5.7
Critical Hdwy Stg 2 6.7 5.7
- 6.7 5.7
Follow-up Hdwy 3.6 4.1 3.4 3.6 4.1 3.4 2.3
- 2.3
Pot Cap -1 Maneuver 102
85 505 133 85 637 650
- 856
Stage 1 243 299
- 393 433
Stage 2 629 430
- 486 296
Platoon blocked, %
Mov Cap -1 Maneuver
95 84 505 128 84 637 650
- 856
Mov Cap -2 Maneuver 188 194
- 253 195
Stage 1 239 294
- 393 433
Stage 2 600 430
- 468 291
Approach EB
WB
NB
SB
HCM Control Delay, s/v18.03
11.22
0
0.15
HCM LOS
C
B
Minor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 650
- 285 609 856
HCM Lane V/C Ratio
- 0.031 0.05 0.019
HCM Control Delay (s/veh) 0
18 11.2 9.3
HCM Lane LOS A
C B A
HCM 95th %tile Q(veh) 0
- 0.1 0.2 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 3
Strear Property Soil Mine 2025 Background
1: S H -60 & WC R-40
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 0.9
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 22
Future Vol, veh/h 22
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control
2 8 3
2 8 3
1
ID) rIEN
8 7 530
8 7 530
4 2 331 4
4 2 331 4
Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized
- None - None
- None
- None
Storage Length - - - - - - 600
- 125 - 550
Veh in Median Storage, # - 0 0
0
0
Grade,
0
0
Peak Hour Factor 96 96 96 96 96
96 96
96 96 96 96 96
Heavy Vehicles, % 10 10 10 10 10
10 10
10 10 10 10 10
Mvmt Flow 23 2 8 3 1
8 7 552
4 2 345 4
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 916 920 345 919 922 554 349
0 0 556 0 0
Stage 1 349 349 - 569 569
IMO
Stage 2 567 571
- 350 353
Critical Hdwy
7.2 6.6 6.3 7.2 6.6 6.3 4.2
- 4.2
Critical Hdwy Stg 1 6.2 5.6
- 6.2 5.6
Critical Hdwy Stg 2 6.2 5.6
- 6.2 5.6
Follow-up Hdwy
3.59 4.09 3.39 3.59 4.09 3.39 2.29
- 2.29
Pot Cap -1 Maneuver 245
263 680 244 262 517 1167
- 975
Stage 1 651 620
- 493 493
Stage 2 494 492
- 650 617
Platoon blocked, %
Mov Cap -1 Maneuver 238
261 680 237 260 517 1167
- 975
Mov Cap -2 Maneuver 238 261
- 237 260
Stage 1 650 618
- 490 490
Stage 2 482 489
- 639 616
Approach EB
WB
NB
SB
HCM Control Delay, s/v19.24
14.93
0.1
0.05
HCM LOS
C
B
Minor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1167
- 286 375 975
HCM Lane V/C Ratio 0.006
- 0.117 0.033 0.002
HCM Control Delay (s/veh) 8.1
- 19.2 14.9 8.7
HCM Lane LOS A
C B A
HCM 95th %tile Q(veh) 0
- 0.4 0.1 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 1
Strear Property Soil Mine 2025 Background
2: WC R-29 & WC R-40 Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 6.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations T
Traffic Vol, veh/h 6 4 1 0
Future Vol, veh/h 6 4 1 0
4
0 1
0 1
9 0 0 2 6
9 0 0 2 6
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized
- None - - None - - None - - None
Storage Length
Veh in Median Storage, # - 0 - - 0
0 - - 0
Grade,
0 - - 0
Peak Hour Factor 64 64 64 64 64 64 64 64 64 64 64 64
Heavy Vehicles, % 10 10 10 10 10 10 10 10 10 10 10 10
Mvmt Flow 9 6 2 0 6 0 2 14 0 0 3 9
Major/Minor
Major1 Major2 Minor1 Minor2
Conflicting Flow All 6 0 0 8 0 0 34 32 7 38 33 6
Stage 1
- 26 26 - 6 6
Stage 2 - - - - - - 8 6 - 32 27
Critical Hdwy 4.2 - - 4.2 - - 7.2 6.6 6.3 7.2 6.6 6.3
Critical Hdwy Stg 1 - - - - - - 6.2 5.6 - 6.2 5.6
Critical Hdwy Stg 2 - - - - - - 6.2 5.6 - 6.2 5.6
Follow-up Hdwy 2.29 - - 2.29 - - 3.59 4.09 3.39 3.59 4.09 3.39
Pot Cap -1 Maneuver 1564
- 1562 - - 953 845 1052 947 844 1053
Stage 1 - - - - - - 972 858 - 995 875
Stage 2 - - - - - - 993 875 - 964 857
Platoon blocked, %
Mov Cap -1 Maneuver 1564
- 1562 - - 936 840 1052 925 839 1053
Mov Cap -2 Maneuver - - - - - - 936 840 - 925 839
Stage 1 - - - - - - 966 853 - 995 875
Stage 2 - - - - - - 981 875 - 943 852
Approach
EB WB
NB SB
HCM Control Delay, s/v 3.99 0 9.32 8.68
HCM LOS
A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h) 849 944
- 1562 - - 990
HCM Lane V/C Ratio 0.018 0.006 - - - - - 0.013
HCM Control Delay (s/veh) 9.3 7.3 0
0 - - 8.7
HCM Lane LOS
A A A - A - - A
HCM 95th %tile Q(veh) 0.1 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 2
Strear Property Soil Mine 2025 Background
3: US -85 & WC R-40
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 6
Future Vol, veh/h 6
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
n
1 1 1 2 13
1 1 1 2 13
t At 7 att r
2 1095 1 10 675 3
2 1095 1 10 675 3
RT Channelized
- Stop
- Stop
- None
- None
Storage Length
- 125 - 250 75 - 250
Veh in Median Storage, # - 1
1
0
0
Grade,
0
0
0
0
Peak Hour Factor 89
89 89 89 89 89 89 89 89 89 89 89
Heavy Vehicles, % 10
10 10 10 10 10 10 10 10 10 10 10
Mvmt Flow 7
1 1 1 2 15 2 1230 1 11 758 3
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 1402 2017 379 1637 2019 615 762 0 0 1231 0 0
Stage 1 781 781
- 1235 1235
Stage 2 621 1236
- 402 784
Critical Hdwy
7.7 6.7 7.1 7.7 6.7 7.1 4.3
- 4.3
Critical Hdwy Stg 1 6.7 5.7
- 6.7 5.7
Critical Hdwy Stg 2 6.7 5.7
- 6.7 5.7
Follow-up Hdwy
3.6 4.1 3.4 3.6 4.1 3.4 2.3
- 2.3
Pot Cap -1 Maneuver 93
53 596 61 52 415 796
- 519
Stage 1 337 385
- 175 232
Stage 2 423 231
- 575 384
Platoon blocked, %
Mov Cap -1 Maneuver 86
51 596 59 51 415 796
- 519
Mov Cap -2 Maneuver 202 148
- 139 152
Stage 1 330 377
- 174 231
Stage 2 403 231
- 559 375
Approach EB
WB
NB
SB
HCM Control Delay, s/v22.22
14.85
0.02
0.18
HCM LOS
C
B
Mi
nor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)
796
- 218 383 519
HCM Lane V/C Ratio
0.003
- 0.041 0.047 0.022
HCM Control Delay (s/veh) 9.5
- 22.2 14.9 12.1
HCM Lane LOS
A
C B B
HCM 95th %tile Q(veh)
0
- 0.1 0.1 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 3
Strear Property Soil Mine 2025 Total
1: S H -60 & WC R-40
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 13
Future Vol, veh/h 13
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control
T
40111
1 5 9
1 5 9
4
1
8 1 227
8 1 227
t r
7 6 359 9
7 6 359 9
Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None
- None
- None
- None
Storage Length
- 600
- 125 - 550
Veh in Median Storage, # - 0
0
0
0
Grade, % - 0
0
0
0
Peak Hour Factor 90 90 90 90 90
90 90 90 90 90 90 90
Heavy Vehicles, % 10 10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 14
1 6 10 4 9 1 252
8 7 399 10
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 669 674 399 671 681 256 409
0 0 260 0 0
Stage 1 412 412
- 258 258
Stage 2 257 262
- 413 422
Critical Hdwy
7.2 6.6 6.3 7.2 6.6 6.3 4.2
- 4.2
Critical Hdwy Stg 1 6.2 5.6
- 6.2 5.6
Critical Hdwy Stg 2 6.2 5.6
- 6.2 5.6
Follow-up Hdwy 3.59 4.09 3.39 3.59 4.09 3.39 2.29
- 2.29
Pot Cap -1 Maneuver 361 366 634 359 363 763 1108
- 1259
Stage 1 601 581
- 729 680
Stage 2 731 677
- 601 575
Platoon blocked, %
Mov Cap -1 Maneuver 350
364 634 353 361 763 1108
- 1259
Mov Cap -2 Maneuver 350 364
- 353 361
Stage 1 598 577
- 728 679
Stage 2 717 676
- 591 572
Approach EB
WB
NB
SB
HCM Control Delay, s/v14.56
13.51
0.04
0.13
HCM LOS
B
B
Mi
nor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1108
- 397 446 1259
HCM Lane V/C Ratio 0.001
- 0.053 0.052 0.005
HCM Control Delay (s/veh) 8.3
- 14.6 13.5 7.9
HCM Lane LOS A
B B A
HCM 95th %tile Q(veh) 0
- 0.2 0.2 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 1
Strear Property Soil Mine 2025 Total
2: WCR-29 -2 9& WCR-40
-4 0
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 3.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 3
15 0
0 19 0 1 9 0 1 2 5
Future Vol, veh/h 3 15 0 0 19 0 1 9 0 1 2 5
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized
- None
- None
- None
- None
Storage Length
Veh in Median Storage, # - 0
0
0
0
Grade,
0
0
0
0
Peak Hour Factor 77 77 77 77 77 77 77 77 77 77 77 77
Heavy Vehicles, % 10 10 10 10 10 10 10 10 10 10 10 10
Mvmt Flow 4 19 0 0 25 0 1 12 0 1 3 6
Major/Minor Major1
Major2
Minor1
Minor2
Conflicting Flow All 25 0 0 19 0 0 53 52 19 58 52 25
Stage 1
- 27 27
25 25
Stage 2
- 26 25
33 27
Critical Hdwy 4.2
- 4.2
- 7.2 6.6 6.3 7.2 6.6 6.3
Critical Hdwy Stg 1
- 6.2 5.6 - 6.2 5.6
Critical Hdwy Stg 2
- 6.2 5.6 - 6.2 5.6
Follow-up Hdwy 2.29
- 2.29
- 3.59 4.09 3.39 3.59 4.09 3.39
Pot Cap -1 Maneuver 1539
- 1546
- 926 824 1036 919 824 1029
Stage 1
- 970 857 - 973 859
Stage 2
- 971 859 - 963 857
Platoon blocked, %
Mov Cap -1 Maneuver 1539
- 1546
- 915 822 1036 904 822 1029
Mov Cap -2 Maneuver
- 915 822 - 904 822
Stage 1
- 967 855 - 973 859
Stage 2
- 962 859 - 947 855
Approach EB
WB
NB
SB
HCM Control Delay, s/v 1.22
0
9.4
8.82
HCM LOS
A
A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h)
830 300
- 1546
- 953
HCM Lane V/C Ratio
0.016 0.003
- 0.011
HCM Control Delay (s/veh) 9.4 7.3 0
0
- 8.8
HCM Lane LOS
A A A
A
A
HCM 95th %tile Q(veh)
0 0
0
0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 2
Strear Property Soil Mine 2025 Total
3: US -85 & WC R-40
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 0.5
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 7
Future Vol, veh/h 7
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control
T
40111
3 8 2
3 8 2
2
ID) tt 41''
24 6 619 7 15 897 14
24 6 619 7 15 897 14
Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - Stop
- Stop
- None
- None
Storage Length
- 125
- 250 75 - 250
Veh in Median Storage, # - 1
1
0
0
Grade, % - 0
0
0
0
Peak Hour Factor 92
92 92 92 92
92 92 92 92 92 92 92
Heavy Vehicles, % 10
10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 8
3 9 2 2
26 7 673 8 16 975 15
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 1358 1701 488 1208 1709 336 990
0 0 680 0 0
Stage 1 1008 1008
- 686 686
Stage 2 351 693
- 522 1023
Critical Hdwy 7.7 6.7 7.1 7.7 6.7 7.1 4.3
- 4.3
Critical Hdwy Stg 1 6.7 5.7
- 6.7 5.7
Critical Hdwy Stg 2 6.7 5.7
- 6.7 5.7
Follow-up Hdwy 3.6 4.1 3.4 3.6 4.1 3.4 2.3
- 2.3
Pot Cap -1 Maneuver 100
84 505 130 83 637 647
- 856
Stage 1 243 299
- 386 427
Stage 2 617 424
- 486 294
Platoon blocked, %
Mov Cap -1 Maneuver
92 81 505 122 80 637 647
- 856
Mov Cap -2 Maneuver 186 191
- 245 189
Stage 1 239 294
- 382 423
Stage 2 583 419
- 463 289
Approach EB
WB
NB
SB
HCM Control Delay, s/v17.64
11.27
0.1
0.15
HCM LOS
C
B
Mi
nor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 647
- 304 605 856
HCM Lane V/C Ratio 0.01
- 0.064 0.05 0.019
HCM Control Delay (s/veh) 10.6
- 17.6 11.3 9.3
HCM Lane LOS B
C B A
HCM 95th %tile Q(veh) 0
- 0.2 0.2 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 3
Strear Property Soil Mine 2025 Total
4: WC R-40 & Project Access
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 3.9
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 10
8 14
11 10
10
Future Vol, veh/h 10
8 14 11 10 10
Conflicting Peds, #/hr
0 0 0 0± 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None
- None - None
Storage Length
0
Veh in Median Storage, # - 0 0
0
Grade,
0 0
0
Peak Hour Factor 92
92 92 92 92 92
Heavy Vehicles, % 10
10 10 10 10 10
Mvmt Flow 11
9 15 12 11 11
Major/Minor Major1
Major2 Minor2
Conflicting Flow All 27 0
0 52 21
Stage 1
21
Stage 2
- 30
Critical Hdwy 4.2
- 6.5 6.3
Critical Hdwy Stg 1
- 5.5
Critical Hdwy Stg 2
- 5.5
Follow-up Hdwy 2.29
- 3.59 3.39
Pot Cap -1 Maneuver 1536
- 937 1034
Stage 1
- 981
Stage 2
- 972
Platoon blocked, %
Mov Cap -1 Maneuver 1536
- 931 1034
Mov Cap -2 Maneuver
- 931
Stage 1
- 974
Stage 2
- 972
Approach EB
WB
SB
HCM Control Delay, s/v 4.09
0
8.76
HCM LOS
A
Minor Lane/Major Mvmt
EBL EBT WBT WBR SBLn1
Capacity (veh/h)
1000
- 979
HCM Lane V/C Ratio
0.007
- 0.022
HCM Control Delay (s/veh) 7.4 0
- 8.8
HCM Lane LOS
A A
A
HCM 95th %tile Q(veh)
0
- 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 4
Strear Property Soil Mine 2025 Total
1: S H -60 & WC R-40
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 1.2
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 22
Future Vol, veh/h 22
2 8 8
2 8 8 1
ID) 114 .11 t r
13 7 530
13 7 530
9 7 331 4
9 7 331 4
Conflicting Peds, #/hr 0 0 0 0 L 0
Sign Control
0 0 0 0 0 0 0
Stop Stop Stop Stop Stop Stop
Free Free Free Free Free Free
RT Channelized
- None
- None
- None
- None
Storage Length
- 600 - - 125 - 550
Veh in Median Storage, # - 0
0
0
0
Grade,
0
0
0
0
Peak Hour Factor 96
96 96 96 96
96 96 96 96 96 96 96
Heavy Vehicles, % 10
10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 23
2 8 8 1
14 7 552 9 7 345 4
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 927 935 345 932 935 557 349
0 0 561 0 0
Stage 1 359 359
- 571 571
IMP
Stage 2 567 576
- 360 364
Critical Hdwy
7.2 6.6 6.3 7.2 6.6 6.3 4.2
- 4.2
Critical Hdwy Stg 1 6.2 5.6
- 6.2 5.6
Critical Hdwy Stg 2 6.2 5.6
- 6.2 5.6
Follow-up Hdwy
3.59 4.09 3.39 3.59 4.09 3.39 2.29
- 2.29
Pot Cap -1 Maneuver 241
257 680 239 257 515 1167
- 971
Stage 1 643 613
- 492 492
Stage 2 494 490
- 642 610
Platoon blocked, %
Mov Cap -1 Maneuver 230
254 680 231 254 515 1167
- 971
Mov Cap -2 Maneuver 230 254
- 231 254
Stage 1 638 608
- 489 489
Stage 2 477 487
- 627 606
Approach EB
WB
NB
SB
HCM Control Delay, s/v19.71
16.19
0.1
0.18
HCM LOS
C
C
M
inor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)
1167
- 278 345 971
HCM Lane V/C Ratio
0.006
- 0.12 0.067 0.008
HCM Control Delay (s/veh) 8.1
- 19.7 16.2 8.7
HCM Lane LOS
A
C C A
HCM 95th %tile Q(veh)
0
- 0.4 0.2 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 1
Strear Property Soil Mine 2025 Total
2: WC R-29 & WC R-40 Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 3.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h
Future Vol, veh/h
6 15 1 0 14 0 1
6 15 1 0 14 0 1
9 0 0 2 6
9 0 0 2 6
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized
- None - - None - - None - - None
Storage Length
Veh in Median Storage, # - 0 - - 0
0 - - 0
Grade,
0 - - 0
Peak Hour Factor 64 64 64 64 64 64 64 64 64 64 64 64
Heavy Vehicles, % 10 10 10 10 10 10 10 10 10 10 10 10
Mvmt Flow 9 23 2 0 22 0 2 14 0 0 3 9
Major/Minor
Major1 Major2 Minor1 Minor2
Conflicting Flow All 22 0 0 25 0 0 66 65 24 71 66 22
Stage 1
- 43 43 - 22 22
Stage 2 - - - - - - 23 22 - 49 44
Critical Hdwy 4.2 - - 4.2 - - 7.2 6.6 6.3 7.2 6.6 6.3
Critical Hdwy Stg 1 - - - - - - 6.2 5.6 - 6.2 5.6
Critical Hdwy Stg 2 - - - - - - 6.2 5.6 - 6.2 5.6
Follow-up Hdwy 2.29 - - 2.29 - - 3.59 4.09 3.39 3.59 4.09 3.39
Pot Cap -1 Maneuver 1543
- 1539 - - 907 811 1030 901 810 1033
Stage 1 - - - - - - 951 844 - 976 861
Stage 2 - - - - - - 974 861 - 944 843
Platoon blocked, %
Mov Cap -1 Maneuver 1543
- 1539 - - 890 806 1030 880 805 1033
Mov Cap -2 Maneuver - - - - - - 890 806 - 880 805
Stage 1 - - - - - - 945 838 - 976 861
Stage 2 - - - - - - 962 861 - 923 838
Approach
EB WB
NB SB
HCM Control Delay, s/v 2 0 9.51 8.78
HCM LOS
A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h) 813 485
- 1539 - - 964
HCM Lane V/C Ratio 0.019 0.006 - - - - - 0.013
HCM Control Delay (s/veh) 9.5 7.3 0
0 - - 8.8
HCM Lane LOS
A A A - A - - A
HCM 95th %tile Q(veh) 0.1 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 2
Strear Property Soil Mine 2025 Total
3: US -85 & WC R-40
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h
Future Vol, veh/h
Conflicting Peds, #/hr 0 0 0 0L 0 0
Sign Control Stop Stop Stop Stop Stop Stop
T
40111
1 7 1
1 7 1
13
2 13
t At 7 att r
7 1095 1 10 675 8
7 1095 1 10 675 8
0 0 0 0 0 0
Free Free Free Free Free Free
RT Channelized
- Stop
- Stop
- None
- None
Storage Length
- 125 - 250 75 - 250
Veh in Median Storage, # - 1
1
0
0
Grade,
0
0
0
0
Peak Hour Factor 89
89 89 89 89 89
89 89 89 89 89 89
Heavy Vehicles, % 10
10 10 10 10 10
10 10 10 10 10 10
Mvmt Flow 12
1 8 1 2 15
8 1230 1 11 758 9
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 1413 2028 379 1648 2036 615 767 0 0 1231 0 0
Stage 1 781 781
- 1246 1246
Stage 2 632 1247
- 402 790
Critical Hdwy
7.7 6.7 7.1 7.7 6.7 7.1 4.3
- 4.3
Critical Hdwy Stg 1 6.7 5.7
- 6.7 5.7
Critical Hdwy Stg 2 6.7 5.7
- 6.7 5.7
Follow-up Hdwy
3.6 4.1 3.4 3.6 4.1 3.4 2.3
- 2.3
Pot Cap -1 Maneuver 91
52 596 60 51 415 792
- 519
Stage 1 337 385
- 172 229
Stage 2 416 228
- 575 381
Platoon blocked, %
Mov Cap -1 Maneuver 84
50 596 57 49 415 792
- 519
Mov Cap -2 Maneuver 199 146
- 136 149
Stage 1 330 377
- 170 226
Stage 2 394 226
- 553 373
Approach EB
WB
NB
SB
HCM Control Delay, s/v 18.4
14.94
0.06
0.17
HCM LOS
C
B
Minor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)
792
- 290 380 519
HCM Lane V/C Ratio
0.01
- 0.074 0.047 0.022
HCM Control Delay (s/veh) 9.6
- 18.4 14.9 12.1
HCM Lane LOS
A
C B B
HCM 95th %tile Q(veh)
0
- 0.2 0.1 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 3
Strear Property Soil Mine 2025 Total
4: WC R-40 & Project Access
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 4.1
Movement
EBL EBT WBT WBR SBL SBR
Lane Configurations
14
Traffic Vol, veh/h 10
11 11
10 11
10
Future Vol, veh/h 10
11 11 10 11 10
Conflicting Peds, #/hr
0 0 0 0± 0 0
Sign Control
Free Free Free Free Stop Stop
RT Channelized - None
- None - None
Storage Length
0
Veh in Median Storage, # - 0 0
0
Grade,
0 0
0
Peak Hour Factor 92
92 92 92 92 92
Heavy Vehicles, % 10
10 10 10 10 10
Mvmt Flow 11
12 12 11 12 11
Major/Minor Major1
Major2 Minor2
Conflicting Flow All 23 0
0 51 17
Stage 1
17
Stage 2
- 34
Critical Hdwy 4.2
- 6.5 6.3
Critical Hdwy Stg 1
- 5.5
Critical Hdwy Stg 2
- 5.5
Follow-up Hdwy 2.29
- 3.59 3.39
Pot Cap -1 Maneuver 1542
- 938 1039
Stage 1
- 985
Stage 2
- 969
Platoon blocked, %
Mov Cap -1 Maneuver 1542
- 931 1039
Mov Cap -2 Maneuver
- 931
Stage 1
- 978
Stage 2
- 969
Approach EB
WB
SB
HCM Control Delay, s/v 3.5
0
8.76
HCM LOS
A
Minor Lane/Major Mvmt
EBL EBT WBT WBR SBLn1
Capacity (veh/h)
857
- 979
HCM Lane V/C Ratio
0.007
- 0.023
HCM Control Delay (s/veh) 7.4 0
- 8.8
HCM Lane LOS
A A
A
HCM 95th %tile Q(veh)
0
- 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 4
Strear Property Soil Mine 2029 Background
1: S H -60 & WC R-40
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 0.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 14
Future Vol, veh/h 14
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control
T
40111
1 5 4
1 5 4
4
1
3 1 245
3 1 245
t r
2 1 386 10
2 1 386 10
Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None
- None
- None
- None
Storage Length
- 600
- 125 - 550
Veh in Median Storage, # - 0
0
0
0
Grade, % - 0
0
0
0
Peak Hour Factor 90 90 90 90 90
90 90 90 90 90 90 90
Heavy Vehicles, % 10 10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 16 1 6 4 4 3 1 272
2 1 429 11
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 708 708 429 707 718 273 440
0 0 274 0 0
Stage 1 431 431
- 276 276
Stage 2 277 277
- 432 442
Critical Hdwy
7.2 6.6 6.3 7.2 6.6 6.3 4.2
- 4.2
Critical Hdwy Stg 1 6.2 5.6
- 6.2 5.6
Critical Hdwy Stg 2 6.2 5.6
- 6.2 5.6
Follow-up Hdwy
3.59 4.09 3.39 3.59 4.09 3.39 2.29
- 2.29
Pot Cap -1 Maneuver 339
350 609 340 345 747 1079
- 1244
Stage 1 587 569
- 714 668
Stage 2 713 667
- 587 563
Platoon blocked, %
Mov Cap -1 Maneuver 333
349 609 335 345 747 1079
- 1244
Mov Cap -2 Maneuver 333 349
- 335 345
Stage 1 587 569
- 713 667
Stage 2 704 666
- 580 562
Approach EB
WB
NB
SB
HCM Control Delay, s/v15.16
14.31
0.03
0.02
HCM LOS
C
B
Minor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1079
- 376 399 1244
HCM Lane V/C Ratio 0.001
- 0.059 0.031 0.001
HCM Control Delay (s/veh) 8.3
- 15.2 14.3 7.9
HCM Lane LOS A
C B A
HCM 95th %tile Q(veh) 0
- 0.2 0.1 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 1
Strear Property Soil Mine 2029 Background
2: WC R-29 & WC R-40 Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 5.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations T
Traffic Vol, veh/h
3 5 0 0 9 0 1 10 0 1 2 5
Future Vol, veh/h
3 5 0 0 9 0 1 10 0 1 2 5
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized
- None - - None - - None - - None
Storage Length
Veh in Median Storage, # - 0 - - 0
Grade,
0 - - 0
Peak Hour Factor 77 77 77 77 77 77 77 77 77 77 77 77
Heavy Vehicles, % 10 10 10 10 10 10 10 10 10 10 10 10
Mvmt Flow 4 6 0 0 12 0 1 13 0 1 3 6
Major/Minor
Major1 Major2 Minor1 Minor2
Conflicting Flow All 12 0 0 6 0 0 27 26 6 32 26 12
Stage 1
- 14 14 - 12 12
Stage 2 - - - - - - 13 12 - 21 14
Critical Hdwy 4.2 - - 4.2 - - 7.2 6.6 6.3 7.2 6.6 6.3
Critical Hdwy Stg 1 - - - - - - 6.2 5.6 - 6.2 5.6
Critical Hdwy Stg 2 - - - - - - 6.2 5.6 - 6.2 5.6
Follow-up Hdwy 2.29 - - 2.29 - - 3.59 4.09 3.39 3.59 4.09 3.39
Pot Cap -1 Maneuver 1557
- 1563 - - 963 852 1053 955 852 1046
Stage 1 - - - - - - 985 868 - 989 870
Stage 2 - - - - - - 987 870 - 978 868
Platoon blocked, %
Mov Cap -1 Maneuver 1557
- 1563 - - 951 850 1053 938 850 1046
Mov Cap -2 Maneuver - - - - - - 951 850 - 938 850
Stage 1 - - - - - - 983 866 - 989 870
Stage 2 - - - - - - 978 870 - 961 866
Approach
EB WB
NB SB
HCM Control Delay, s/v 2.74 0 9.27 8.73
HCM LOS
A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h) 858 675
- 1563 - - 976
HCM Lane V/C Ratio 0.017 0.003 - - - - - 0.011
HCM Control Delay (s/veh) 9.3 7.3 0
0 - - 8.7
HCM Lane LOS
A A A - A - - A
HCM 95th %tile Q(veh) 0.1 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 2
Strear Property Soil Mine 2029 Background
3: US -85 & WC R-40
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
T
40111
rT 4,s kit r
Traffic Vol, veh/h 2 3 3 2 2 26
0 667
8 16 966 10
Future Vol, veh/h 2 3 3 2 2
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control
26 0 667 8 16 966 10
Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - Stop
- Stop
- None - - None
Storage Length
- 125 - 250 75 - 250
Veh in Median Storage, # - 1
1
0
0
Grade, % - 0
0
0
0
Peak Hour Factor 92 92 92 92 92
92 92 92 92 92 92 92
Heavy Vehicles, % 10
10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 2
3 3 2 2
28 0 725 9 17 1050 11
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All
1448 1818 525 1286 1821 363 1061 0 0 734 0 0
Stage 1 1085 1085
- 725 725
Stage 2
364 734
- 561 1096
Critical Hdwy
7.7 6.7 7.1 7.7 6.7 7.1 4.3
- 4.3
Critical Hdwy Stg 1
6.7 5.7
- 6.7 5.7
Critical Hdwy Stg 2
6.7 5.7
- 6.7 5.7
Follow-up Hdwy
3.6 4.1 3.4 3.6 4.1 3.4 2.3
- 2.3
Pot Cap -1 Maneuver
85 71 477 113 70 612 607
- 816
Stage 1
218 275
- 365 409
Stage 2
606 405
- 460 271
Platoon blocked, %
Mov Cap -1 Maneuver
79 69 477 108 69 612 607
- 816
Mov Cap -2 Maneuver 168 175
- 231 177
Stage 1 213 269
- 365 409
Stage 2 575 405
- 441 265
Approach EB
WB
NB
SB
HCM Control Delay, s/v19.48
11.54
0
0.15
HCM LOS
C
B
Minor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 607
ME
- 257 583 816
HCM Lane V/C Ratio
- 0.034 0.056 0.021
HCM Control Delay (s/veh) 0
- 19.5 11.5 9.5
HCM Lane LOS A
C B A
HCM 95th %tile Q(veh) 0
- 0.1 0.2 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 3
Strear Property Soil Mine 2029 Background
1: S H -60 & WC R-40
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 24
Future Vol, veh/h 24
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control
2 9 3
2 9 3
1
1
9 8 571
9 8 571
t r
4 2 357 4
4 2 357 4
Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None
- None
- None
- None
Storage Length
- 600
- 125 - 550
Veh in Median Storage, # - 0
0
0
0
Grade, % 0
0
0
0
Peak Hour Factor 96 96 96 96
96
96 96
96 96 96 96 96
Heavy Vehicles, % 10 10 10 10
10
10 10
10 10 10 10 10
Mvmt Flow 25 2 9 3
1
9 8 595
4 2 372 4
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All
988 992 372 991 994 597 376
0 0 599 0 0
Stage 1 376 376
- 614 614
Stage 2 612 616
- 377 380
Critical Hdwy
7.2 6.6 6.3 7.2 6.6 6.3 4.2
- 4.2
Critical Hdwy Stg 1 6.2 5.6
- 6.2 5.6
Critical Hdwy Stg 2 6.2 5.6
- 6.2 5.6
Follow-up Hdwy
3.59 4.09 3.39 3.59 4.09 3.39 2.29
- 2.29
Pot Cap -1 Maneuver 219
238 657 218 238 488 1140
- 940
Stage 1 629 603
- 466 471
Stage 2 467 470
- 628 600
Platoon blocked, %
Mov Cap -1 Maneuver 211
236 657 211 235 488 1140
- 940
Mov Cap -2 Maneuver 211 236
- 211 235
Stage 1 628 601
- 463 467
Stage 2 454 466
- 616 599
Approach EB
WB
NB
SB
HCM Control Delay, s/v21.25
15.63
0.11
0.05
HCM LOS
C
C
Minor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1140
- 258 352 940
HCM Lane V/C Ratio 0.007
- 0.141 0.038 0.002
HCM Control Delay (s/veh) 8.2
- 21.2 15.6 8.8
HCM Lane LOS A
C C A
HCM 95th %tile Q(veh) 0
- 0.5 0.1 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 1
Strear Property Soil Mine 2029 Background
2: WCR-29 -2 9& WCR-40
-4 0
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 6.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 7
Future Vol, veh/h 7
T
40111
4 1 0
4 1 0
4
444
0 1 10
0 1 10
0 0 2 7
0 0 2 7
Conflicting Peds, #/hr 0
0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized
- None
- None
- None
- None
Storage Length
Veh in Median Storage, # -
0
0
0
0
Grade,
0
0
0
0
Peak Hour Factor 64
64 64 64 64 64 64 64 64 64 64 64
Heavy Vehicles, % 10
10 10 10 10 10 10 10 10 10 10 10
Mvmt Flow 11
6 2 0 6 0 2 16 0 0 3 11
Major/Minor Major1
Major2
Minor1
Minor2
Conflicting Flow All 6 0 0 8 0 0 37 35 7 42 36 6
Stage 1
- 29 29
6 6
Stage 2
8 6 - 36 30
Critical Hdwy 4.2
- 4.2
- 7.2 6.6 6.3 7.2 6.6 6.3
Critical Hdwy Stg 1
- 6.2 5.6 - 6.2 5.6
Critical Hdwy Stg 2
- 6.2 5.6 - 6.2 5.6
Follow-up Hdwy 2.29
- 2.29
- 3.59 4.09 3.39 3.59 4.09 3.39
Pot Cap -1 Maneuver 1564
- 1562
- 949 842 1052 941 841 1053
Stage 1
- 968 855 - 995 875
Stage 2
- 993 875 - 960 855
Platoon blocked, %
Mov Cap -1 Maneuver 1564
- 1562
- 929 836 1052 917 835 1053
Mov Cap -2 Maneuver
- 929 836 - 917 835
Stage 1
- 961 849 - 995 875
Stage 2
- 979 875 - 935 849
Approach EB
WB
NB
SB
HCM Control Delay, s/v 4.27
0
9.36
8.67
HCM LOS
A
A
Minor Lane/Major Mvmt
NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h)
844 1010
- 1562
- 996
HCM Lane V/C Ratio
0.02 0.007
- 0.014
HCM Control Delay (s/veh)
9.4 7.3 0
0
- 8.7
HCM Lane LOS
A
A A
A
A
HCM 95th %tile Q(veh)
0.1 0
0
0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 2
Strear Property Soil Mine 2029 Background
3: US -85 & WC R-40
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 0.3
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 7
Future Vol, veh/h 7
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop
2
t at 7 att r
14 2 1180 1 11 728 3
14 2 1180 1 11 728 3
Free Free
Free Free Free Free
RT Channelized - - Stop
- Stop
- None
- None
Storage Length
- 125 - 250 75 - 250
Veh in Median Storage, # - 1
1
0
0
Grade, % - 0
0
0
0
Peak Hour Factor 89 89 89 89 89
89 89 89 89 89 89 89
Heavy Vehicles, % 10 10 10 10 10
10 10 10
10 10 10 10
Mvmt Flow 8 1 1 1 2
16 2 1326
1 12 818 3
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 1511 2174 409 1765 2176 663 821
0 0 1327 0 0
Stage 1 843 843
- 1330 1330
Stage 2 669 1331
- 434 846
Critical Hdwy
7.7 6.7 7.1 7.7 6.7 7.1 4.3
- 4.3
Critical Hdwy Stg 1 6.7 5.7
- 6.7 5.7
Critical Hdwy Stg 2 6.7 5.7
- 6.7 5.7
Follow-up Hdwy
3.6 4.1 3.4 3.6 4.1 3.4 2.3
- 2.3
Pot Cap -1 Maneuver 77
42 570 49 41 385 754
- 476
Stage 1 308 360
- 152 207
Stage 2 395 207
- 549 358
Platoon blocked, %
Mov Cap -1 Maneuver 70
40 570 47 40 385 754
- 476
Mov Cap -2 Maneuver 181 131
- 121 135
Stage 1 300 350
- 152 207
Stage 2 374 207
- 532 349
Approach EB
WB
NB
SB
HCM Control Delay, s/v24.62
15.74
0.02
0.19
HCM LOS
C
C
M
inor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 754
ME
- 194 354 476
HCM Lane V/C Ratio 0.003
- 0.052 0.054 0.026
HCM Control Delay (s/veh) 9.8
- 24.6 15.7 12.8
HCM Lane LOS A
C C B
HCM 95th %tile Q(veh) 0
- 0.2 0.2 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 3
Strear Property Soil Mine 2029 Total
1: S H -60 & WC R-40
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 14
Future Vol, veh/h 14
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
T
40111
1 5 9
1 5 9
4
1
8 1 245
8 1 245
t r
7 6 386 10
7 6 386 10
RT Channelized - - None
- None
- None
- None
Storage Length
- 600
- 125 - 550
Veh in Median Storage, # - 0
0
0
0
Grade, % - 0
0
0
0
Peak Hour Factor 90 90 90 90 90
90 90 90 90 90 90 90
Heavy Vehicles, % 10 10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 16 1 6 10 4 9 1 272 8 7 429 11
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All
719 724 429 721 732 276 440
0 0 280 0 0
Stage 1 442 442
- 278 278
Stage 2 277 282
- 443 453
Critical Hdwy
7.2 6.6 6.3 7.2 6.6 6.3 4.2
- 4.2
Critical Hdwy Stg 1 6.2 5.6
- 6.2 5.6
Critical Hdwy Stg 2 6.2 5.6
- 6.2 5.6
Follow-up Hdwy
3.59 4.09 3.39 3.59 4.09 3.39 2.29
- 2.29
Pot Cap -1 Maneuver 334
342 609 332 339 744 1079
- 1238
Stage 1 579 563
- 711 666
Stage 2 713 663
- 579 556
Platoon blocked, %
Mov Cap -1 Maneuver 323
340 609 326 337 744 1079
- 1238
Mov Cap -2 Maneuver 323 340
- 326 337
Stage 1 576 560
- 710 665
Stage 2 699 663
- 569 553
Approach EB
WB
NB
SB
HCM Control Delay, s/v15.43
14.12
0.03
0.12
HCM LOS
C
B
Minor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1079
- 367 418 1238
HCM Lane V/C Ratio 0.001
- 0.061 0.056 0.005
HCM Control Delay (s/veh) 8.3
- 15.4 14.1 7.9
HCM Lane LOS A
C B A
HCM 95th %tile Q(veh) 0
- 0.2 0.2 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 1
Strear Property Soil Mine 2029 Total
2: WCR-29 -2 9& WCR-40
-4 0
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 3.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
14
Traffic Vol, veh/h 3
15 0
0 20 0 1 10 0 1 2 5
Future Vol, veh/h 3
15 0 0 20 0 1 10 0 1 2 5
Conflicting Peds, #/hr 0
0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized
- None
- None
- None
- None
Storage Length
Veh in Median Storage, # -
0
0
0
0
Grade,
0
0
0
0
Peak Hour Factor 77
77 77 77 77 77 77 77 77 77 77 77
Heavy Vehicles, % 10
10 10 10 10 10 10 10 10 10 10 10
Mvmt Flow 4
19 0 0 26 0 1 13 0 1 3 6
Major/Minor Major1
Major2
Minor1
Minor2
Conflicting Flow All 26
0 0 19 0 0 55 53 19 60 53 26
Stage 1
- 27 27
26 26
Stage 2
- 27 26 - 34 27
Critical Hdwy 4.2
- 4.2
- 7.2 6.6 6.3 7.2 6.6 6.3
Critical Hdwy Stg 1
- 6.2 5.6 - 6.2 5.6
Critical Hdwy Stg 2
- 6.2 5.6 - 6.2 5.6
Follow-up Hdwy 2.29
- 2.29
- 3.59 4.09 3.39 3.59 4.09 3.39
Pot Cap -1 Maneuver 1538
- 1546
- 924 823 1036 917 823 1027
Stage 1
- 970 857 - 971 858
Stage 2
- 970 858 - 962 857
Platoon blocked, %
Mov Cap -1 Maneuver 1538
- 1546
- 913 821 1036 900 821 1027
Mov Cap -2 Maneuver
- 913 821 - 900 821
Stage 1
- 967 855 - 971 858
Stage 2
- 961 858 - 945 855
Approach EB
WB
NB
SB
HCM Control Delay, s/v 1.22
0
9.42
8.83
HCM LOS
A
A
Minor Lane/Major Mvmt
NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h)
828 300
- 1546
- 951
HCM Lane V/C Ratio
0.017 0.003
- 0.011
HCM Control Delay (s/veh)
9.4 7.3 0
0
- 8.8
HCM Lane LOS
A
A A
A
A
HCM 95th %tile Q(veh)
0.1 0
0
0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 2
Strear Property Soil Mine 2029 Total
3: US -85 & WC R-40
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 0.5
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 7
Future Vol, veh/h 7
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop
T
40111
3 8 2
3 8 2
2
ID) tt 41''
26 6 667 8 16 966 15
26 6 667 8 16 966 15
Free Free Free Free Free Free
RT Channelized
- Stop
- Stop
- None
- None
Storage Length
- 125 - 250 75 - 250
Veh in Median Storage, # - 1
1
0
0
Grade,
0
0
0
0
Peak Hour Factor 92
92 92 92 92
92 92 92 92 92 92 92
Heavy Vehicles, % 10
10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 8
3 9 2 2
28 7 725
9 17 1050 16
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 1461 1832 525 1299 1839 363 1066
0 0 734 0 0
Stage 1 1085 1085
- 738 738
Stage 2 377 747
- 561 1101
Critical Hdwy
7.7 6.7 7.1 7.7 6.7 7.1 4.3
- 4.3
Critical Hdwy Stg 1 6.7 5.7
- 6.7 5.7
Critical Hdwy Stg 2 6.7 5.7
- 6.7 5.7
Follow-up Hdwy
3.6 4.1 3.4 3.6 4.1 3.4 2.3
- 2.3
Pot Cap -1 Maneuver
84 69 477 111 68 612 604
- 816
Stage 1 218 275
- 358 403
Stage 2 595 400
- 460 270
Platoon blocked, %
Mov Cap -1 Maneuver
76 67 477 103 66 612 604
- 816
Mov Cap -2 Maneuver 166 173
- 224 171
Stage 1 213 269
- 354 399
Stage 2 559 395
- 436 264
Approach EB
WB
NB
SB
HCM Control Delay, s/v19.12
11.6
0.1
0.15
HCM LOS
C
B
M
inor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)
604
- 274 578 816
HCM Lane V/C Ratio
0.011
- 0.071 0.056 0.021
HCM Control Delay (s/veh) 11
- 19.1 11.6 9.5
HCM Lane LOS
B
C B A
HCM 95th %tile Q(veh)
0
- 0.2 0.2 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 3
Strear Property Soil Mine 2029 Total
4: WC R-40 & Project Access
Timing Plan: AM -Peak
Intersection
Int Delay, s/veh 3.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
14
Traffic Vol, veh/h 10
9 15
11 10
10
Future Vol, veh/h 10
9 15 11 10 10
Conflicting Peds, #/hr
0 0 0 0± 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None
- None - None
Storage Length
0
Veh in Median Storage, # - 0 0
0
Grade,
0 0
0
Peak Hour Factor 92
92 92 92 92 92
Heavy Vehicles, % 10
10 10 10 10 10
Mvmt Flow 11
10 16 12 11 11
Major/Minor Major1
Major2 Minor2
Conflicting Flow All 28 0
0 54 22
Stage 1
22
Stage 2
- 32
Critical Hdwy 4.2
- 6.5 6.3
Critical Hdwy Stg 1
- 5.5
Critical Hdwy Stg 2
- 5.5
Follow-up Hdwy 2.29
- 3.59 3.39
Pot Cap -1 Maneuver 1535
- 935 1032
Stage 1
- 980
Stage 2
- 971
Platoon blocked, %
Mov Cap -1 Maneuver 1535
- 928 1032
Mov Cap -2 Maneuver
- 928
Stage 1
- 973
Stage 2
- 971
Approach EB
WB
SB
HCM Control Delay, s/v 3.87
0
8.77
HCM LOS
A
Minor Lane/Major Mvmt
EBL EBT WBT WBR SBLn1
Capacity (veh/h)
947
- 977
HCM Lane V/C Ratio
0.007
- 0.022
HCM Control Delay (s/veh) 7.4 0
- 8.8
HCM Lane LOS
A A
A
HCM 95th %tile Q(veh)
0
- 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 4
Strear Property Soil Mine 2029 Total
1: S H -60 & WC R-40
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 1.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 24
Future Vol, veh/h 24
2 9 8
2 9
8 1
ID) rIEN t r
14 8 571 9 7 357 4
14 8 571 9 7 357 4
Conflicting Peds, #/hr 0 0 0 0 L 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
0 0 0 0 0 0 0
RT Channelized
- None
- None
- None
- None
Storage Length
- 600
- 125 - 550
Veh in Median Storage, # - 0
0
0
0
Grade,
0
0
0
0
Peak Hour Factor 96
96 96 96 96
96 96 96 96 96 96 96
Heavy Vehicles, % 10
10 10 10 10
10 10 10 10 10 10 10
Mvmt Flow 25
2 9 8 1
15 8 595 9 7 372 4
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All 998 1007 372 1004 1007 599 376 0 0 604 0 0
Stage 1 386 386
- 616 616
Stage 2 612 621
- 388 391
Critical Hdwy
7.2 6.6 6.3 7.2 6.6 6.3 4.2
- 4.2
Critical Hdwy Stg 1 6.2 5.6
- 6.2 5.6
Critical Hdwy Stg 2 6.2 5.6
- 6.2 5.6
Follow-up Hdwy
3.59 4.09 3.39 3.59 4.09 3.39 2.29
- 2.29
Pot Cap -1 Maneuver 215
233 657 213 233 487 1140
- 936
Stage 1 621 596
- 464 469
Stage 2 467 467
- 620 594
Platoon blocked, %
Mov Cap -1 Maneuver 204
230 657 205 230 487 1140
- 936
Mov Cap -2 Maneuver 204 230
- 205 230
Stage 1 616 592
- 461 466
Stage 2 449 464
- 605 589
Approach EB
WB
NB
SB
HCM Control Delay, s/v21.81
17.2
0.11
0.17
HCM LOS
C
C
Minor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)
1140
- 250 319 936
HCM Lane V/C Ratio
0.007
- 0.146 0.075 0.008
HCM Control Delay (s/veh) 8.2
- 21.8 17.2 8.9
HCM Lane LOS
A
C C A
HCM 95th %tile Q(veh)
0
- 0.5 0.2 0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 1
Strear Property Soil Mine 2029 Total
2: WCR-29 -2 9& WCR-40
-4 0
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 4.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 7
Future Vol, veh/h 7
15
44
0 14 0 1 10
0 14 0 1 10
0 0 2 7
0 0 2 7
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized
- None
- None
- None
- None
Storage Length
Veh in Median Storage, # - 0
0
0
0
Grade,
0
0
0
0
Peak Hour Factor 64 64 64 64 64 64 64 64 64 64 64 64
Heavy Vehicles, % 10 10 10 10 10 10 10 10 10 10 10 10
Mvmt Flow 11 23 2 0 22 0 2 16 0 0 3 11
Major/Minor Major1
Major2
Minor1
Minor2
Conflicting Flow All 22 0 0 25 0 0 70 68 24 75 69 22
Stage 1
- 46 46 - 22 22
Stage 2
- 23 22 - 53 47
Critical Hdwy 4.2
- 4.2
- 7.2 6.6 6.3 7.2 6.6 6.3
Critical Hdwy Stg 1
- 6.2 5.6 - 6.2 5.6
Critical Hdwy Stg 2
- 6.2 5.6 - 6.2 5.6
Follow-up Hdwy 2.29
- 2.29
- 3.59 4.09 3.39 3.59 4.09 3.39
Pot Cap -1 Maneuver 1543
- 1539
- 903 807 1030 896 807 1033
Stage 1
- 948 841 - 976 861
Stage 2
- 974 861 - 940 840
Platoon blocked, %
Mov Cap -1 Maneuver 1543
- 1539
- 884 802 1030 872 801 1033
Mov Cap -2 Maneuver
- 884 802 - 872 801
Stage 1
- 941 835 - 976 861
Stage 2
- 961 861 - 915 834
Approach EB
WB
NB
SB
HCM Control Delay, s/v 2.24
0
9.55
8.77
HCM LOS
A
A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h)
808 541
- 1539
- 970
HCM Lane V/C Ratio
0.021 0.007
- 0.014
HCM Control Delay (s/veh) 9.5 7.3 0
0
- 8.8
HCM Lane LOS
A A A
A
A
HCM 95th %tile Q(veh)
0.1 0
0
0
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 2
Strear Property Soil Mine 2029 Total
3: US -85 & WC R-40
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 0.5
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
T
40111
tat TT r
Traffic Vol, veh/h 12
1 7 1 2
14
7 1180
1
11 728 8
Future Vol, veh/h 12
Conflicting Peds, #/hr 0 0 0 0L 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free
1 7 1 2
14
7 1180
1 11 728 8
Free
Free Free Free Free
RT Channelized
- Stop
- Stop
- None
- None
Storage Length
- 125
- 250 75 - 250
Veh in Median Storage, # - 1
1
0
0
Grade,
0
0
0
0
Peak Hour Factor 89
89 89 89 89
89 89
89 89 89 89 89
Heavy Vehicles, % 10
10 10 10 10
10 10
10 10 10 10 10
Mvmt Flow 13
1 8 1 2
16
8 1326
1 12 818 9
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All
1522 2185 409 1776 2193 663 827
0 0 1327 0 0
Stage 1
843 843
- 1342 1342
Stage 2
680 1343
- 434 852
Critical Hdwy
7.7 6.7 7.1 7.7 6.7 7.1 4.3
- 4.3
Critical Hdwy Stg 1
6.7 5.7
- 6.7 5.7
Critical Hdwy Stg 2
6.7 5.7
- 6.7 5.7
Follow-up Hdwy
3.6 4.1 3.4 3.6 4.1 3.4 2.3
- 2.3
Pot Cap -1 Maneuver 75
41 570 48 40 385 750
- 476
Stage 1
308 360
- 150 205
Stage 2
389 205
- 549 356
Platoon blocked, %
Mov Cap -1 Maneuver 68
39 570 45 39 385 750
- 476
Mov Cap -2 Maneuver 179 129
- 118 132
Stage 1 300 350
- 148 203
Stage 2 365 202
- 526 347
Approach EB
WB
NB
SB
HCM Control Delay, s/v20.45
15.84
0.06
0.19
HCM LOS
C
C
M
inor Lane/Major Mvmt
NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)
750
- 255 351 476
HCM Lane V/C Ratio
0.01
- 0.088 0.054 0.026
HCM Control Delay (s/veh) 9.8
- 20.4 15.8 12.8
HCM Lane LOS
A
C C B
HCM 95th %tile Q(veh)
0
- 0.3 0.2 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 3
Strear Property Soil Mine 2029 Total
4: WC R-40 & Project Access
Timing Plan: PM -Peak
Intersection
Int Delay, s/veh 4
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 10
12 12
10 11
10
Future Vol, veh/h 10
12 12 10 11 10
Conflicting Peds, #/hr
0 0 0 0± 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None
- None - None
Storage Length
0
Veh in Median Storage, # - 0 0
0
Grade,
0 0
0
Peak Hour Factor 92
92 92 92 92 92
Heavy Vehicles, % 10
10 10 10 10 10
Mvmt Flow 11
13 13 11 12 11
Major/Minor Major1
Major2 Minor2
Conflicting Flow All 24 0
0 53 18
Stage 1
18
Stage 2
- 35
Critical Hdwy 4.2
- 6.5 6.3
Critical Hdwy Stg 1
- 5.5
Critical Hdwy Stg 2
- 5.5
Follow-up Hdwy 2.29
- 3.59 3.39
Pot Cap -1 Maneuver 1540
- 935 1037
Stage 1
- 984
Stage 2
- 967
Platoon blocked, %
Mov Cap -1 Maneuver 1540
- 929 1037
Mov Cap -2 Maneuver
- 929
Stage 1
- 977
Stage 2
- 967
Approach EB
WB
SB
HCM Control Delay, s/v 3.34
0
8.77
HCM LOS
A
Minor Lane/Major Mvmt
EBL EBT WBT WBR SBLn1
Capacity (veh/h)
818
- 977
HCM Lane V/C Ratio
0.007
- 0.023
HCM Control Delay (s/veh) 7.4 0
- 8.8
HCM Lane LOS
A A
A
HCM 95th %tile Q(veh)
0
- 0.1
Kimley-Horn
HCM 7th TWSC
Synchro 12 Report
Page 4
Diana Aungst
From: Kyle Regan <Kyler@civilresources.com>
Sent: Thursday, March 13, 2025 2:36 PM
To: Diana Aungst
Subject: RE: USR24-0028 Oil and Gas
This Message Is From an External Sender
This email was sent by someone outside Weld County Government. Do not click links or open attachments unless you recognize
the sender and know the content is safe.
There is a 150 foot buffer from all active wells, the plugged and abandoned wells will be marked and will be given a
30 foot buffer.
From: Diana Aungst <daungst@weld.gov>
Sent: Thursday, March 13, 2025 2:13 PM
To: Kyle Regan <Kyler@civilresources.com>
Subject: USR24-0028 Oil and Gas
Hi Kyle:
What is the plan for the treatment of the oil and gas wells on the site?
Thanks,
- ' ra'
COUNTY, CO
Diana Aungst, AICP I CFM
Principal Planner
Department of Planning Services
Desk: 970-400-3524
P.O.Box 758, 1402 N. 17th Avenue, Greeley, CO 80632 08000
Join Our Team
- -:,
IMPORTANT: This electronic transmission and any attached documents or other writings are intended only for the
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strictly prohibited.
1
EASEMENT AND RIGHT-OF-WAY AGREEMENT
THIS AGREEMENT is made and entered into as of the 9th day of February 2024, by and
between DAVID W AND KAYLEEN J HUNT whose address is 14460 COUNTY ROAD 40
PLATTEVILLE, CO 80651, hereinafter referred to as "the Grantor" and CENTRAL
COLORADO WATER CONSERVANCY DISTRICT, GROUND WATER MANAGEMENT
SUBDISTRICT OF THE CENTRAL COLORADO WATER CONSERVANCY DISTRICT,
AND WELL AUGMENTATION SUBDISTRICT OF THE CENTRAL COLOAADO WATER
CONSERVANCY DISTRICT, the address of which is 3209 West 28th Street, Greeley, CO
80634, hereinafter referred to as "the District".
WITNESSETI-I
For and in consideration of the mutual promises and covenants herein contained and the
payment by the District to Grantor of the suns of forty dollars ($40) per linear foot of the
Easement (which totals One Hundred Thirty Nine Thousand Two Hundred and Forty dollars
($139,240.00)) valuable consideration, the receipt and adequacy of which is hereby confessed
and acknowledged, the Grantor has granted and conveyed and by these presents does grant and
convey unto the District, its successors and assigns, a permanent perpetual right-of-way and non-
exclusive easement for the installation, construction, maintenance, inspection, operation,
replacement or removal of one buried pipeline 18" in diameter, and all appurtenances, as set
forth in the plans attached hereto as Exhibit "Band all underground and surface appurtenances
thereto, including metering stations, pumps, flumes and other fixtures," (the "Pipeline") in, over,
across and upon:
A twenty (20) foot wide permanent right-of-way and easement the centerline of which is
described as follows:
See attached Exhibit "A" for easement descriptions and map.
In addition, the twenty foot (20') wide permanent easement and right-of-way also
includes a forty foot (40') wide temporary construction easement, as further
described in paragraph IV herein, which is located adjacent to the permanent
easement and right-of-way and is to be used only during the initial construction of
said outlet pipeline(s).
The said easement and rights -of -way (hereinafter referred to as the "Easement") is
located on a parcel of property owned by the Grantor legally described as follows
and hereinafter referred to as the "Grantor's Property."
Central will record an as -built survey of the pipeline for the purpose of defining the
location of the Easement. See Exhibit "A" for property description. The Easement does
not extend to the installation of a well, inside or outside the Easement, or to any
infrastructure of any kind outside the Easement. The parties agree that any well
installation must be authorized by a separate, future agreement.
I. In addition to foregoing grant of easement and right-of-way by Grantor to the District, the
Grantor further grants and conveys to the District the following rights and privileges.
A. The right to install the Pipeline in a boring under the Farmers' Independent Ditch,
subject to the approval of Farmers Independent Ditch Company.
B. The right of ingress and egress to and from the Easement by means of existing
roads (whether public or private) located on the Grantor's property, if any, or in the
absence of such roads, by such other routes as the District shall determine after consultation with
Grantor to be reasonably necessary taking into consideration the minimization of damage to the
Grantor's Property. Notwithstanding the foregoing, in the event the Grantor's Property is
subdivided and in the event roads are dedicated on the plat of such property, which roads provide
adequate access to the Easement, then the District's right of ingress and egress over the Grantor's
Property to the Easement shall be limited to such dedicated roads.
C. To install, at the District's sole expense, maintain and use gates or other livestock
barriers on all fences which now cross or hereinafter cross the Easement.
D. To mark the location of the Easement with markers set in the ground provided
that any such markers remaining after the period of construction of the outlet pipeline and
appurtenances shall be placed in locations which will minimize interference with any reasonable
use of the Easement area by the Grantor.
E. All other rights necessary and incident to the full and complete use and enjoyment
of the Easement for the purposes herein granted.
II. The Grantor hereby covenants and agrees to and with the District, its successors and
assigns, that:
A. Except as otherwise provided in this subparagraph A, the Grantor, its heirs, personal
representatives, administrators, successors and assigns, shall not erect or place any
permanent building, structure, improvement, fence, tree or other landscaping on the
Easement. In the event of the placement of such obstacles on the Easement contrary
to the provisions of this subparagraph A, the District shall have the right to require the
Grantor to remove such obstacles from the Easement and, in the event the Grantor
fails to do so upon request, the District may remove such obstacles without any
liability for repair or replacement thereof. Notwithstanding the foregoing, the
Grantor, its heirs, personal representatives, administrators, successors and assigns
shall have the right, without the consent of the District, to plant grasses, crops and
other ground cover and small shrubs upon the Easement area which are usual and
customary for the full use and enjoyment of the Grantor's Property. However, the
District shall not be responsible for repair or replacement of any "exotic" plantings,
ornamental trees or similar landscaping other than usual and customary ground
covering and shrubs.
B. Grantor shall have the right to erect or place fencing upon the Easement so long as
such fencing does not cause damage to the pipeline. The District shall have the right
to remove said fencing and the duty to reinstall said fencing if such fencing is
removed for any use or operations within the Easement.
C. Grantor shall have the right to cross the Easement with one or more roads and
utilities, provided such road(s) and utility(ies) cross the easement at an angle between
45 and 135 degrees.
D. The Grantor does covenant and agree to and with the District that the Grantor is
lawfully seized of the Easement and the Grantor's Property, and that the Grantor has
a good and lawful right to convey the Easement to the District and that the Grantor
warrants the title thereto. Grantor has also attached the notarized signatures of any
other individual or entity that claims or has any type of legal or equitable interest in
the subject property.
III. The District does hereby covenant and agree to and with the Grantor as follows:
A. The District shall not fence or otherwise enclose the Easement, except during periods
of construction and repair.
B. All trenches and excavations made in the laying or repairing of the pipeline shall be
properly backfilled and as much of the original surface soils as reasonably possible
shall be placed on top. The District shall use commercially reasonable efforts to
segregate topsoil when excavating trenches. All large gravel, stones and clods will be
removed from the finished backfill. The District will finish the backfill after normal
settling of the soil so that the use and enjoyment of the Easement by the Grantor shall
be suitable for the purpose now used. The District will thereafter be responsible for
maintenance of the pipeline.
C. In the event the Grantor's Property is being used for grazing purposes, the District
agrees that during the period of construction of the pipeline, or any subsequent
alteration, removal or replacement of said pipeline, the District will leave access or
arrange for reasonable crossing over the Easement for cattle and livestock of the
Grantor and its tenants and lessees. Further, whenever it becomes necessary for the
District, its agents or contractors to cut a fence on the Grantor's Property, the District,
shall, at its option, either keep the gate closed or guarded in such a manner so as to
prevent the entrance and exit of cattle or livestock through such opening, or construct
in any one or more places substantial gates with dual locks and to furnish the Grantor
with one set of keys thereto. Before any such fence is cut by the District, the fence
shall be braced in order to prevent slackening of wires along the fence in each
direction from the District's temporary opening.
D. In the event the Grantor's Property is being used for production of any crops which
require irrigation at the time the pipeline is constructed as set forth in this Agreement,
the District agrees, unless otherwise provided, to install and operate flumes or
appropriate crossing devices across the Easement at all times during such
construction operations. The District further agrees, unless otherwise provided, not to
block dams or obstruct in any manner any irrigation canal, drainage ditches or creeks
located on the Grantor's Property and further agrees to replace or repair any levees or
banks disturbed or damaged by the activities of the District on the Grantor's property.
E. The District shall pay the fair market value for any crops, fences or livestock of the
Grantor, its tenants and lessees, which are damaged or destroyed as a result of the
construction, operation and maintenance of the pipeline.
F. To the extent allowed by law, the District shall be liable for loss or damage which
shall be caused by any wrongful exercise of the rights of ingress or egress to or from
the Easement or by wrongful or negligent acts or omission of its agents or employees
during the course of their employment on the Grantor's property. Nothing herein shall
be construed to limit or waive the District's immunity under the Governmental
Immunity Act.
IV. District and Grantor further agree as follows:
A. In addition to the permanent easement as described hereinabove, Grantor grants to
District a temporary construction easement including the right of ingress and egress on,
over and across Grantor's described property, together with the full right and authority of
District, its contractors, agents and employees to enter upon the premises with machinery,
trucks, materials, tools and other equipment which may be used or required in the
construction of the pipeline to be located on the premises.
B. This grant of temporary easement and access shall be an additional ten feet (10') in width
on each side of the above described permanent easement but this temporary easement
shall terminate, unless otherwise agreed in writing, six months after installation of any
pipeline(s) across Grantor's property. Such termination shall have no affect on District's
permanent easement.
C. District shall pay Grantor reasonable costs and expenses for any damages to any
improvements on the property caused by its use of the rights granted herein.
D. The temporary construction easement shall terminate on the first anniversary of this
Agreement.
V. It is mutually agreed between the parties hereto that:
A. Except to the extent that such rights may be inconsistent with or interfere with the rights
and privileges herein granted to the District, the Grantor shall retain the right to use and
enjoy the Easement.
B. The benefit and burdens of this Agreement shall inure to and be binding upon the
respective heirs, personal representatives, successors or assigns of the parties hereto; and
shall constitute covenants running with the title to the lands described hereinabove.
C. Whenever used herein, the singular shall include the plural and the plural the singular and
the use of any gender shall apply to all genders.
IN WITNESS WHEREOF, the parties have executed this Agreement the day and year
first above written.
,11111//11
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ATTEST:
-2d-C2ss--
By: l
Randy W. Ray, Secretary
STATE OF COLORADO
)ss.
COUNTY OF
Rfner,
B y.
Ralph T. ders, President
GRANTORS:
DAVID W HUNT
DISTRICT & SUBDISTRICTS:
CENTRAL COLORADO WATER
CONSERVANCY DISTRICT
GROUND WATER
MANAGEMENT SUBDISTRICT
OF THE CENTRAL COLORADO
WATER CONSERVANCY
DISTRICT
WELL AUGMENTATION
SUBDISTRICT OF THE
CENTRAL COLORADO WATER
CONSERVANCY DISTRICT
The foregoing instrument was acknowledged before me this
2024, by David W. and Kayleen J. Hunt.
0911 day of February
Witness my hand and official seal.
My commission expires: � -,-2az7
STATE OF COLORADO )
ss.
COUNTY OF
LYNN KRAMER
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20034018159
MY COMMISSION EXPIRES JUNE 2, 2027
The foregoing instrument was acknowledged before me thisa 74
day of February
2024, by Ralph T. Anders as President and District and Ground Water Management Subdistrict
of the Central Colorado Water Conservancy District.
Witness my hand and official seal.
My commission expires: 67
LYNN KRAMER
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20034018159
MY COMMISSION EXPIRES JUNE 2, 2027
Parcel No. 105729100002
SE 1/4&SE 1/4 of the SW 1/4 of
Section 29, Township 4 N x Range 66W,
of the 6th P.M., Weld County, Colorado
65 p
s s r L
mar.
a '
gior l
Os s s
sal•
Legend
CCWCD Augmnetation Pipeline
V.I
Permanent Easement Area
Temporary Construction Easement Area
David W. Hunt Parcel
The mapping contained within this document is intended to be used for reference purposes only and is not suitable for construction
and/or surveying purposes.
EXHIBIT A:
CCWCD AUGMENTATION
PIPELINE EASEMENT AREA
WHFRF THE rUTUaF MOWS
CIVIL RESOURCES
STRONG DESIGN. ENDURING VALUE.
MEMORANDUM
T0: Weld County Planning
FROM: Civil Resources, LLC
DATE: November 11, 2024
RE: Hunt Dirt Mine #2 Summary Fact Sheet
This memorandum discusses the proposed Hunt Dirt Mine #2 (the Site).
EXISTING CONDITIONS
• Pivot Irrigated Agriculture
MINING PLAN
DRMS permitted acreage: 276.7 Acres (+/-)
Comprised of 2 cells. North Cell 12.1 Acres. South Cell 209.4 Acres.
3:1 maximum side slopes, maximum depth of 4 feet
Mining will start in north and proceed south
Approximately 1,413,000 tons of saleable material
Annual production of 1,000,000 tons
Expected mine life of 14 years (depending on market conditions)
No onsite processing, mined material will be transported by loader, excavator, or haul truck to product stockpile then
loaded on trucks
RECLAMATION PLAN
• Site will be reclaimed concurrent with mining
• Applicant will utilize cow manure to rebuild stripped topsoil
• Site will be reclaimed back to irrigated agriculture
J:\Hunt Farms-3061Hunt Dirt Farm#2\Weld County\USR\CompletenessWine Fact Sheet.docx
8308 COLORADO BLOVD • SUITE 200 • FIRESTONE, COLORADO 80504 • PHONE: 303.833.1 41 6
FOR COMMERCIAL OR INDUSTRIAL BUILDINGS,
PLEASE COMPLETE THE FOLLOWING INFORMATION:
Business Name:
Address:
Business Owner:
Home Address:
Hunt Dirt Farm #2
19521 WCR 29
David and Kayleen Hunt
14460 WCR 40
Phone:
City, state, zip:
Phone:
970-534-0917
Platteville CO 81651
970-534-0917
City, state, zip: Platteville CO 81651
List up to three persons in the order to be called in the event of an emergency:
NAME TITLE
David Hunt
Owner
PHONE
970-534-0917
ADDRESS
14460 WCR 40, Platteville CO 80651
Business Hours: 6 AM to 6 PM
UTILITY SHUT OFF LOCATIONS:
Main Electrical:
Gas Shut Off:
Exterior Water Shutoff:
Interior Water Shutoff:
Days: Monday Through Saturday
12/15/21
12
MINL,�t
__ ..
LAND SERVICES
OIL AND GAS TITLE
P.O. Box 336337 Phone (970) 351-0733
Greeley, CO 80633 Fax (970) 351-0867
LIST OF MINERAL OWNERS AND MINERAL LESSEES for NOTIFICATION
(David W. Hunt and Kayleen J. Hunt Property)
Subject Property:
Township 4 North, Range 66 West of the 6th P.M., Weld County CO
Section 29: All that part of said Section 29 lying East and South of the right of way of the
Farmers Independent Ditch on Exhibit A hereto
Zeren Land Services, an oil and gas title research company, states that to the best of its knowledge the
following is a true and accurate list of the names and addresses of the mineral owners and mineral
leasehold owners entitled to notice under the Surface Development Notification Act, Colorado Revised
Statutes §24-65.5-101, et seq. in the Subject Property based upon the records of the Weld County
Assessor and Clerk Recorder as of September 18, 2024 at 7:45 a.m.:
Mineral Owners:
None (entitled to notice)
Dated this 25th day of September, 2024.
Mineral Leasehold Owners:
Noble Energy, Inc.
Attn: Rockies Business Unit
2001 16th Street, Suite 900
Denver, CO 80202
PDC Energy Inc.
(fka Merit Energy Company)
(fka SRC Energy, Inc.)
1099 18th Street, Suite 1500
Denver, CO 80202
ZEREN LAND SERVICES
,4
--
By; Cynthia A. E. Zeren,ICOL
Certified Professional 6ndman #4044
Page 1 of 3
At the request of Civil Resources ("Client"), Zeren Land Services, an independent land consulting firm, has
prepared the foregoing list of mineral estate owners entitled to notice under the Surface Development
Notification Act, Colorado Revised Statutes §24-65.5-101, et seq.
Zeren Land Services, searched (i) the records of the Weld County Assessor relating to the Subject Property
for persons identified therein as mineral estate owners, and (ii) the records of the Weld County Clerk and
Recorder relating to the Subject Property for recorded requests for notification in the form specified in
the Surface Development Notification Act. The results of these searches are set forth above in this List of
Mineral Owners Entitled to Notice. At the date of the search, the records of the Assessor and the Clerk
and Recorder were posted through September 18, 2024 at 7:45 A.M.
Zeren Land Services, agreed to prepare this listing for the Client only if the Client agreed that the liability
of Zeren Land Services, would be strictly limited to the amount paid by the Client for such services. Zeren
Land Services, makes no warranty, express, implied or statutory, in connection with the accuracy,
completeness or sufficiency of such listing of mineral estate owners. In the event the listing proves to be
inaccurate, incomplete, insufficient or otherwise defective in any way whatsoever or for any reason
whatsoever, the liability of Zeren Land Services, shall never exceed the actual amount paid by Client to
Zeren Land Services, for the listing.
In order to induce Zeren Land Services, to provide such services, Client further agreed to indemnify and
hold Zeren Land Services, its managers, members and employees, harmless from and against all claims
by all persons (including, but not limited to Client) of whatever kind or character arising out of the
preparation and use of each such listing of mineral estate owners, to the extent that such claims exceed
the actual amount paid to Client by Zeren Land Services, for such listing. Client specifically intends that
both the foregoing limitation on liability and foregoing indemnification shall be binding and effective
without regard to the cause of the claim, inaccuracy or defect, including, but not limited to, breach of
representation, warranty or duty, any theory of tort or of breach of contract, or the fault or negligence of
any party (including Zeren Land Services) of any kind or character (regardless of whether the fault or
negligence is sole, joint, concurrent, simple or gross). Client's use of this listing evidences Client's
acceptance of, and agreement with, this limitation on liability and the indemnification.
ZEREN LAND SERVICES
Date: September 25, 2024
By. 7��
Cynthi#I. E. Zeren, as Prey dent
Page 2 of 3
Exhibit A
All that part of Section 29, Township 4 North, Range 66 West of the 6th P.M., Weld
County, Colorado, lying East and South of the right of way of the Farmers Independent
Ditch.
EXCEPTING THEREFROM that portion as conveyed to The County of Weld by Quit
Claim Deed dated August 7, 1902 and recorded August 12, 1902 in Book 163 at Page
225, described as follows: A strip of land 30 feet in Width off the entire East side of
Section 29, in Township 4 North, of Range 66 West of the 6th P.M. and
EXCEPTING THEREFROM that portion as conveyed to the County of Weld by
Warranty Deed dated November 1, 2013 and recorded December 4, 2013 as Reception
No. 3981840, described as follows: A parcel of land, located in the Northeast one -
quarter of Section 29, Township 4 North, Range 66 West of the Sixth Principal Meridian,
County of Weld, State of Colorado, said parcel being a portion of that deed filed in the
Weld County Clerks and Recorder's Office under Reception No. 2312821 and being
more particularly described as follows:
Commencing at the Northeast corner of said Section 29, Township 4 North, Range 66
West and described as shown and is based on a grid bearing of the North line of said
Northeast one -quarter as bearing S89°48'47"W a distance of 1328.87 feet to the East
one -sixteenth corner of Section 29, Township 4 North, Range 66 West also described
as shown;
Thence S00°26'40"E along the East line of said Northeast one -quarter a distance of
41.84 feet; Thence departing said line S89°33'20"W to a point on the existing
westerly right-of-way line of Weld
County Road 29 a distance of 30.00 feet, also being a point on the existing southerly
line of the Farmers Independent Ditch and being the POINT OF BEGINNING.
Thence S00°26'40"E along said westerly right-of-way line a distance of
82.68 feet; Thence S70°00'50"W a distance of 169.47 feet;
Thence N18°59'11"W a distance of 64.42 feet; Thence S73°41'24"W a distance of 58.84 feet;
Thence S85°35'38"W to a point on the existing southerly line of the Farmers
Independent Ditch a distance of 146.87 feet;
Thence along said existing southerly line of the Farmers Independent Ditch the
following three (3) courses:
Thence N60°12'32"E a distance of 25.22 feet to a point on a curve to the right;
Thence 280.39 feet along the arc of said curve whose radius is 670.93 feet, central
angle is 23°56'41" and whose chord bears N72°10'55"E a distance of 278.36 feet;
Thence N84°09'12"E a distance of 96.10 feet to the POINT OF BEGINNING.
Page 3 of 3
OWNERSHIP OF STRUCTURES ON PROPERTY
NO (PARCEL#
OWNER (MAILING ADDRESS
28 105728200010 CURETON GILCREST LLC
28 105732200044 FARMERS INDEPENDENT DITCH COMPANY
31 NIA
32 NIA
33 NIA
34 NIA
CENTRAL WELD COUNTY WATER DISTRICT
WELD COUNTY PUBLIC WORKS
UNITED POWER
PDC ENERGY
PX BOX 2400 MD 484, TULSA, OK 74102
3005'N 29TH ST GREELEY, CD 80831
22352ND AVE. GREELEY, CO 80631
1111 H ST. GREELEY, CO 80631
5DD COOPERATIVE WAY, BRIGHTON, CO 80603
1775 N SHERMAN ST. DENVER, CO 80203
STRUCTURE [Y/N1
(V) NATURAL GAS COMPRESSOR STATION, GAS LINES
(V) FARMERS INDEPENDENT DITCH
(Y) WATER LINES
(Y) WELD COUNTY ROAD 44 AND 42
(Y) OVERHEAD POWER LINES
(Y) OIL AND GAS WELLS
Notice of Inquiry
Weld County
Pre -application Case #
PRE24-0160
Date of Inquiry
11/11/2024
Municipality
Gilcrest CPA
Name of Person Inquiring
David Hunt and Kyle Regan
Property Owner
David Hunt and Kayleen Hunt
Planner
Diana Aungst
Planner Phone Number
(970) 400-3524
Planner Email Address
Daungst@weld.gov
Legal Description
S29 T4N R66W
Parcel Number
105729100002
Nearest Intersection
CR 29 & CR 40
Type of Inquiry
USR - Mine for soils (270+/- acres)
The above person met with County Planning staff about developing a parcel of land inside your designated
Intergovernmental Agreement/Coordinated Planning Agreement Boundary.
County Planner's signature
Would you like to purs a annexation of this property? NO X YES
Date of Contact /q/Z°24-ti
Comments:
Signature of Municipality Representative Title Date
i /2 a evi
Please sign and date to acknowledge that the applicant has contacted you
and return this signed form to Weld County Department of Planning Services
Weld County Planning Department
1555 N 17th Ave, Greeley, CO 80631 -- (970) 400-6100 — (970) 304-6498 Fax
20181107
Notice of Inquiry
Weld County
Pre -application Case #
PRE24-0160
Date of Inquiry
11/11/2024
Municipality
Milliken CPA
Name of Person Inquiring
David Hunt and Kyle Regan
Property Owner
David Hunt and Kayleen Hunt
Planner
Diana Aungst
Planner Phone Number
(970) 400-3524
Planner Email Address
Daungst@weld.gov
Legal Description
S29 T4N R66W
Parcel Number
105729100002
Nearest Intersection
CR 29 & CR 40
Type of Inquiry
USR - Mine for soils (270+/- acres)
The above person met with County Planning staff about developing a parcel of land inside your designated
Intergovernmental Agreement/Coordinated Planning Agreement Boundary.
County Planner's signature
Would you like to pursue annexation of this property? NO X YES
Date of Contact Dec 17, 2024
Comments:
The property is too far from the Town's municipal limits to annex at this time.
J��i�L¢JJCCrL
�-Y
Signature of Municipality Representative
Community Development Dir.
December 17, 2024
Title Date
Please sign and date to acknowledge that the applicant has contacted you
and return this signed form to Weld County Department of Planning Services.
Weld County Planning Department
1555 N 17th Ave, Greeley, CO 80631 - (970) 400-6100 - (970) 304-6498 Fax
20181107
Notice of Inquiry
Weld County
Pre -application Case #
PRE24-0160
Date of Inquiry
11/11/2024
Municipality
Platteville CPA
Name of Person Inquiring
David Hunt and Kyle Regan
Property Owner
David Hunt and Kayleen Hunt
Planner
Diana Aungst
Planner Phone Number
(970) 400-3524
Planner Email Address
Daungst@weld.gov
Legal Description
S29 T4N R66W
Parcel Number
105729100002
Nearest Intersection
CR 29 & CR 40
Type of Inquiry
USR - Mine for soils (270+/- acres)
The above person met with County Planning staff about developing a parcel of land inside your designated
Intergovernmental Agreement/Coordinated Planning Agreement Boundary.
County Planner's signature
Would you like to pursue annexation of this property? NO ri YES
Date of Contact .✓d • ?S'
Comments:
""c-7-73741 j'4/4-44‹
Signature of Municipality Representative Title Date
Please sign and date to acknowledge that the applicant has contacted you
and retum this signed form to Weld County Department of Planning Services.
Weld County Planning Department
1555 N 17th Ave, Greeley, CO 80631 — (970) 400-6100 — (970) 304-6498 Fax
20181107
Weld County Treasurer
Statement of Taxes Due
Account Number R6785251
Parcel 105729100002
Legal Description
PT NE4 AND PT S2 E OF IND DITCH 29466 EXC BEG 2461 60'S & 30'W NE COR S10020' W 11675' N10020' E11675' TO BEG
EXC COM NE COR SOOD26'E 41' SOOD26'E 82 68' S70D00'W 169 47' N 18D59'W 64 42' S73D41'W 58 84' S85D35'W 146 87'N60D 12'E
25 22' CURVE TO R (R=670 93) CHORD=N72DIO'E 278 36' N84D09'E 96 10' TO POB
Situs Address
19521 COUNTY ROAD 29 WELD
Account: R6785251
HUNT DAVID W
14460 COUNTY ROAD 40
PLATTEVILLE, CO 80651-8527
Year
2023
Charges
Tax
Billed
$6,117.20
Payments
$6,117.20
Balance
$0 00
Grand Total Due as of 12/12/2024
$0.00
Tax Billed at 2023 Rates for Tax Area 2192 - 2192
Authority
WELD COUNTY
SCHOOL DIST REl-GILCREST
NORTHERN COLORADO WATER
(NC
CENTRAL COLORADO WATER
(CC W
CENTRAL COLORADO WATER
SUBD
PLATTEVILLE-GILCREST FIRE
AIMS JUNIOR COLLEGE
HIGH PLAINS LIBRARY
Taxes Billed 2023
* Credit Levy
Mill Levy
12.0240000*
13.3020000*
l 0000000
0.8910000
1.3000000
6 7820000
6.3360000
3.1960000
Amount
$1,640.68
$1,815 07
$136 45
$121.58
$177.38
$925.40
$864.55
$436.09
44.8310000 $6,117.20
Values
AG -SPRINKLER
IRRIGATED LAND
AG -WASTE LAND
FARM/RANCH
RESIDENCE -IMPS
OTHER BLDGS.-
AGRICULTURAL
Actual Assessed
$200,779 $53,010
$240 $60
$1,075,304 $72,050
$56,876 $15,020
Total $1,333,199 $140,140
• • • -- �•••. ••��- • ••• Try nu4ursc ni ami)(117Ci:M1AFAIT f]F r114zRFNT. TAXES_SY THE _ _
Weld County Treasurer's Office
1400 N 17th Avenue
PO Box 458
Greeley, CO 80632
Phone: 970-400-3290
Pursuant to the Weld County Subdivision Ordinance,
issued by the Weld County Treasurer are evidence that
taxes related to this parcel have
the attached Statement of Taxes Due
as of this date, all current and prior year
been paid in full.
Date: '! �� FFA7
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