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Home My WebLink About20031511.tiff PLANNED UNIT DEVELOPMENT CHANGE OF ZONE APPLICATION d r PLANNING DEPARTMENT USE ONLY: Case Number Application Fee: Zoning District Receipt Number Date Application Checked By: Planner Assigned to Case: TO BE COMPLETED BY THE APPLICANT: (Print or type only except for required signatures). 1(we), the undersigned, hereby request hearings before the Weld County Planning Commission and the Board of County Commissioners concerning the proposed PUD rezoning of the following described unincorporated area of Weld County. LEGAL DESCRIPTION: 'SEE A-TrAct+,ur-our A (If additional space is required, attach an additional sheet of this same size or a copy of the deed) PARCEL NUMBER: / Z ..Q '7 21 n.nnn Ad,.(12 digit number-found on TAX ID. or obtained at the Assessor's Office) NAME OF PROPOSED PUD SUBDIVISION L,YD4I≤ (,L PACIFIC- enMivliPa MARK EXISTING ZONING C 4 PROPOSED ZONING Pub - bs)ousrtii44- --"" TOTAL ACREAGE 35.01 +-- OVERLAY DISTRICTS kJ/A PROPOSED DEVELOPMENT GUIDE SUBMITTAL (Specific or Conceptual) PROPERTY OWNERS OF AREA PROPOSED FOR PUD REZONING: NAME L"/ON5 &to PACIFIC, LLL es A Sorn„1s� PHONE 1 3o3 924- 7,b352,ADDRESS NAME 2a'-I .11\1'Mt(� Lew t If 7, La) 7Li Cit L'OOL & PHONE ADDRESS APPLICANT OR AUTHORIZED AGENT (if different than above `) NAME ADDRESS • HOME TELEPHONE BUSINESS TELEPHONE If agent is different from the property owner, please submit written documentation from the property owner authorizing said agent to represent the owner. ed/1 7/66:ien- l+gnature: Owner or Authorized Agent ylf dy (L ni� L �-c 6 EXHIBIT 8 1 2003-1511 Swift and Associates Town Planning • Urban Design ■ Civil Engineering Letter of Transmittal DATE: October 10,2000 TO: Kim Ogle Weld County Planning Department 1555 N. 17th Ave. Greeley,CO 80631 FROM: Chris Huffer RE: Lyons 66 Pacific Change of Zone Application Submittal ENCLOSURES: 1. 25—PUD Change of Zone vicinity map,plat,and landscaping plans 2. 1- $2000.00 Change of Zone application fee. 3. 25—Conceptual Development Guides 4. 1 —Water Supply Information Summary 5. 25—Preliminary Drainage Reports (for Development Guide) 6. 25—Traffic Impact Studies (for Development Guide) 7. 25—Surrounding property owners report 8. 25—Mineral Rights Owners certificate 9. 25—General letters of correspondence 10. 25—Change of Zone Application forms (one original) COMMENTS: Swift and Associates is pleased to submit the Change of Zone Application for Lyons 66 Pacific Commerce Park on behalf of Lyons 66 Pacific,LLC and John Davis. Each of the above listed items is included in 25 separate packets for your review. This application addresses issues raised from the Sketch Plan process as well as the Change of Zone application requirements. This application is requesting a variance from the requirement of submitting the On-Site Improvements agreement as well and the Off-Site Improvements agreement until the Final Plan submittal. This request is being made because of uncertainty as to the full extent of improvements required by CDOT CDOT is in the process of reviewing the widening of 1-25 and State Highway 66 which directly impact this project. This submittal represents the best information available at this time. The issues raised during the Sketch Plan process were addressed in the following manner: COMPLIANCE WITH COMPREHINSIVE PLAN P.Goa12—The traffic study has been completed and is included with this submittal. CDOT has been contacted and the access permit process will begin with comments being received from this submittal. The Water Supply Information Summary has been completed and is included with this submittal. The proposed water line extention agreement has been signed by the owner but Little Thompson Water District has not signed as of this date. The fully executed agreement will be forwarded to the County prior to the public hearing The"Intent to serve"letter from Little Thompson Water District is also included with each packet. The "Intent to Serve"letter from St. Vrain Sanitation District is included as well as the Main Line Extension agreement that was signed prior to the current owner purchasing the property. This agreement was 421 21"Avenue, Longmont, CO, 80501 (303) 772-7052; FAX 651-7226 -2_ October 10,2000 included with the sale of the property to Lyons 66 Pacific,LLC. Street and Utility Access Standards- Two meetings have been held inconjunction with CDOT and Weld County Department of Public Works regarding WCR 9.5. The traffic report reflects the outcome of these meetings. The frontage road ROW has been increased to 72 feet as per the CDOT letter. The Access approval process will begin with CDOT with the receipt of comments from the county regarding this application. Section 2.1 The proposed asphalt type is now indicated on the plans. The private road meets the requirements of the county for a Local Commercial access if the County may take maintenance in the future. Section 2.4 The pedestrian circulation has been reexamined to include walking paths for all lots to have access to the open space.This will require a pedestrian crossing across the Frontage Road which will be addressed with CDOT in the future. MUD Policy 6.10 Total infrastructure improvements have not yet been determined and we request the ability to review this item in future submittals. MUD Policy 6.22 The Preliminary Drainage Study has been included as part of the Development Guide. The developer is currently working with the ditch lateral owners to come to a satisfactory agreement for preserving or abandoning the existing ditch. A letter from John Davis to Louis Rademacher is included. OG.Policy 1.1 HS Resources has been contacted and a copy of the letter has been included. I nfortunately,no response has been granted. The developer would like to accommodate the future drilling needs of HS Resources and we request that negotiations can continue until the public hearing P.Goal 2 The utlity plans will be forwarded to Mountain View Fire Department for their review. We are still in the process of getting a letter indicating approval of the road systems but will be complete prior to public hearing Sec.2.6 The easements have been placed on the plat for your review OPEN SPACE AND LANDSCAPING PUD Policy 4.2 Access to the open space has been reevaluated and two separate pedestrian paths have been proposed. These paths with the pedestrian crossing of the frontage road will supply access. The detention area will be seeded and maintained by the Owners Association and will be open to pedestrian use. Section 4.4.1.2 The landscape plan for the project has been added as a separate sheet and includes more detail. The Owners Association will own and maintain all landscape in the outlots and individual lot owners will care for the landscape within their lot. Section 2.6 The surrounding land uses include the John Deere Dealership to the east and the Valley 66 Business park to the north. Both of these uses are industrial in nature with outside storage. The Rademacher farm is to the south. A Right to Farm covenant will he included with the covenants regarding the business park. Sect.2.6.4 The Longmont Soil Conservaiton District has been contacted as well as Ron Broda to compile a noxious weed control plan. This will be included with future submittals. Sect.4.4.1.3 The Town of Mead has been contacted but lack of response and a decision by the Weld County Attorney the project will proceed in the county. These were the bulk of the comments received June 26 of this year. Thank you for your time and consideration of this submittal and if you have any questions,you can reach me at(3(13) 772-7052. Since ,,^ Chris Huffer 04/09/2001 12: 44 3039267659 BOULDER PACIFIC INC PAGE 02/02 Hpr Lw Oi 09; 18p rtano8 Lamb 870-632-0997 Apr 04 01 05_41p HONK P• 1 (690) 223-0988 p,2 Affidavit Aclmowledgembehalf'on matters ent that Thomas E.Bonn,A[CP is authorized to act on my pertaining to Longs Peak Equipment Co., Inc. and Lyons 66 Pacific,LLC is noted below by David P. Lamb, Principal. 4)vcjeirjoh__ 9-5-0( P. Lamb,Principal Date Longs_Peak Equipment Co., Inc. (OMIT Apr 03 01 09: 48a H0NN (9701 223-0798 p, 1 Professional Planning Consulting 16�'ti,NCO ost; F.C,JL,,, CO 3i�>I> (570).223-1961 Thomas E.Norm,MCP 5-At..d.ronngj 1Co,r March 28, 2001 John Davis Lyons 66 Pacific,LLC 1210 Commerce Ct.Unit 36 Lafayette,CO 80026 Subject:Proposed I-25 Frontage Road Alignment Dear Mr. Davis: After a review of sheet 2of3 of the Lyons 66 Pacific Commerce Park Change of Zone Plan dated 10-10-00,my client,David Lamb,Longs Peak Equipment Co. Inc., is prepared to advise you that we are in support your application with Weld County. It will be necessary to meet in the future with all parties including CDOT and the County to discuss the specific requirements and responsibilities for the future improvements. It is clear that a substantial right-of way is being requested from the Longs Peak Equipment Co. Inc. property. It should be understood that while we are willing to proceed conceptually,a formal agreement related to costs of improvements, securing any rights needed to access the Frontage Road across Lot 15,and full disclosure of any State and County requirements that may encumber the property will be required. Let us move forward with the understanding that we are in support of your plan and in conceptual agreement with the road alignment unless future requirements unacceptably limit the use of,and access to the existing operations and potential future development south of the existing buildings on the Longs Peak Equipment Co. Inc. property. Sincerely, Thomas E. Honn,AICP Owner' Representative Cc: David P. Lamb,Principal Longs Peak Equipment Co. Inc. —Bridging the Development Process— EXHIBIT 141 STATE OF COLORADO �.. DEPARTMENT OF TRANSPORTATION mg, Region 4 OG� !C S OT 1420 2nd Street y ��>w Greeley,Colorado 80631 J, A (970)353-1232 444, '5;;,D v� /79 4/�� Weld County, 125 EFR eQQj �0 Lyons 66 Pacific Commerce Pk SE Corner of I25/SH 66 March 15,2001 $ E of Longmont Kim Ogle and Diane Houghtaling Weld County Planning Services 1555 N. 17th Avenue Greeley, CO 80632 RE: Lyons 66 Pacific Commerce Park—John Davis(Case Number Z-555) Dear Kim and Diane: Please be informed that CDOT has agreed to the alignment of our 125 East Frontage Road as shown on the attached drawing. We are currently working with Mr. Davis and his representatives on finalizing the construction drawings for this site. If you should have any questions, please do not hesitate to contact me. Sincerely, 0(attej-Les, _1 0 Gloria Hice-Idler Assistant Access Manager (970)350-2148 xc: file WNW MAR-08-01 11 :04 AM SWIFT & ASSOCIATES 303 651 7226 P. 04 / / // / i / / / / / / % / / D rf 9t n N I I ¢ w MAR-08-01 10 :59 AM SWIFT & ASSOCIATES 303 651 7226 P. 02 Swift and Associates C - 421 21st Avenue, Suite 212 Longmont, Colorado 80501 (303) 772-7052 .r eON. (303) 651-7226 FAX MEMORANDUM To: Kim Ogle, Diane Houghtaling From: JJ Kinsfather, E.I.T. Date: 3-7-01 Re: Lyons 66 Pacific Commerce Park, CDOT referral Kim and Diane, As you know, John Davis and I have been working closely with CDOT over the past several months to resolve issues regarding the proposed alignment of the 1-25 frontage road through Mr. Davis' project. At this time, I have been given verbal confirmation from CDOT representatives that the attached sketch represents an alignment and geometric design acceptable to COOT. Gloria Hice-Idler, the CDOT case manager for this project, has told us that she will deliver a referral to Weld County Planning and Engineering with regard to this alignment on or before March 14" It is the desire of Mr. Davis and myself to meet with you on the 15" of March to submit a revised Re-Zone submittal package reflecting these changes. We would like to meet on the 15"' of March in order to give your staff sufficient time to review the For named recipient's use only. May not be reproduced or used for any other purpose without express permission from Swift & Assoc. MAR-08-01 10 :59 AM SWIFT & ASSOCIATES 303 651 7226 P. 03 materials prior to our intended date of appearing before the Planning commission on the 176 of April. 1 send the attached sketch to you now so that you may have an opportunity to review it prior to our meeting on the 15th• Should you have any questions, please feel free to give me a call at (303) 772-7052. JJ Kinsfather, E.I.T. cc: Gloria Hice-Idler, CDOT MAR-02-01 10 :59 AM SWIFT & ASSOCIATES 303 651 7226 p_ 04 ( / //i / i /, L ' M is I n I I I � 4/ 01/31/2001 11: 32 3039267659 BOULDER PACIFIC INC PAGE 01/02 Boulder Pacific Inc. Fax Sheet To: 4-rA7 Fax No: ?7U - Sail- (at/ g Date://g//e, From:M) AGre:o �'"f � 4-1€4442_, � '�'"ie" yo-.ci. a 1210 Commerce Crt#3 ^ eo Lafayette, CO. Ph: (303)926-7858 Fax: (303)926-78S9 ity aner-t EXHIBIT 01/31/2001 11:32 3039267859 BOULDER PACIFIC INC PAGE 02/02 Jan-26-01 02_2S PM SWIFT & ASSOCIATES 303 651 7226 P.01 s - o H d � 0 S 1 c o d T. c L Si) w c it ti ea I 1- 0 q V • - I o 7 s A w 1 ox i 1 -o. I ./f i i �� L 01/25/2001 12:46 3039267859 BOULDER PACIFIC INC PAGE 01/02 Boulder Pacific Inc. Fax Sheet Date: / vo, 9Ja- 30y- Y98 From:/�,.,,�',/..,J o Subject: yeti-74 h�u�ec 1210 Commerce Crt.#3 Lafayette,CO. Ph:(303)926-7858 Pax: (303)926-7859 EXHIBIT Imo_ 01/25/2001 12: 46 3039267859 BOULDER PACIFIC INC PAGE 02/02 4 Y D 4 d a O z \ D r o \ O en O ��\ en Report Date: 04/09/99 12:00PM WELD COUNTY TREASURER Page: 1 CERTIFICATE OF TAXES DUE CERT#: 6104 HEDULE NO: R4767886 ORDER NO: 8046545 ASSESSED TO: VENDOR NO: 12 LOVEMONT INVESTMENT CO TRANSNATION TITLE CIO HORTON-CAVEY REALTY CO 1113 10TH AVE 9600 E ARAPAHOE RD #260 ENGLEWOOD, CO 80111 GREELEY CO 80631 LEGAL DESCRIPTION: 25608-A PT NW4 26 368 BEG N4 COR SEC SOD13'W 40 TO N LN HWY 66 589025'W 1270.76' TO TRUE POB S89D25'W 530.18' TO R/1V 124I-25 585059'W 499.81' S16DW 1088.8' SOD25'W 206.43' N89D25'E 1325.64' NOD13'E 1279.94'TO BEG FICA FARMERS MART PARCEL: 120726000034 SITUS ADD: TAX YEAR CHARGE TAX AMOUNT ENT AMOUNT ADV,PEN,MISC TOTAL DUE 1998 TAX 157.33 0.00 0.00 157.33 TOTAL TAXES 15733 TAX YEAR ASSESSMENT ASMT AMOUNT NT AMOUNT ADV,PEN,MISC TOTAL DUE TOTAL ASMT 0.00 TAX YEAR TAX LIEN SALE TLS AMOUNT IN T AMOUNT REDEMPT FEE TOTAL DUE TOTAL STATEMENT 0.00 GRAND TOTAL DUE GOOD THROUGH 04/09/1999 157.33 ORIGINAL TAX BILLING FOR 1998 TAX DISTRICT 1357- Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 22.038 67.22 Land 10522 3050 SCHOOL DIST RED 49.635 151.39 Exempt 0 0 NCW WATER 1.000 3.05 Improve 0 0 SVW WATER 0.357 1.09 ---- — 4TW WATER 0.000 0.00 Total 10522 3050 MTN VIEW FIRE(BOND 0.878 2.68 ST VRASN SAN 19.990 60.97 WELD LIBRARY 1.449 4.42 MOUNTAIN VIEW FERE 7.817 23.84 103.164 314.66 - TAXES FOR 1998 FEE FOR THIS CERTIFICATE 10.00 ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAYFS BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES. CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY AND MOBILE HOMES-AUGUST 2, REAL PROPERTY-AUGUST 2. TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIERS CHECK. SPECIAL TAXING DISTRICTS AND THE BOUNDARIES OF SUCH DISTRICTS MAY BE ON FILE WITH THE BOARD OF COUNTY COMMISSIONERS,THE COUNTY CLERK,OR THE COUNTY ASSESSOR. This certificate does not include land or improvements assessed under a separate schedule number,personal property taxes, transfer tax or misc. tax collected on behalf of other entities,special or local improvement district assessments or mobile homes,unless specifically mentioned. I, the undersigned,do hereby certify that the entire amount of taxes due upon the above described parcels of real property and all outstanding sales for unpaid taxes as shown by the records in my office from which the same ma still be redeemed with the amount required for redemption are as noted herein.In witness whereof,I have hereunto set / /��t TREASURER, WELD COUNTY,ARTHUR L. WILLIS II,BY y a P.O. Box 458 Greeley, CO.80632 (970)353-3845 ext.3290 LYONS 66 PACIFIC COMMERCE PARK Development Guide October 6, 2000 - Prepared By: Swift and Associates 421 21"Ave. Suite 212 Longmont, CO 80501 For: John Davis Lyons 66 Pacific, LLC 1210 Commerce Court Unit#36 Unicorp Lafayette, CO 80026 I- Environmental Impact Plan The impacts to the site and surrounding properties will be the same as can be expected for any mixed-use development of this type. Nothing out of the ordinary is being contemplated for the site. The issues outlined in the PUD Ordinance 197 section 6.3.1 will be addressed in the following manner: 1. Noise and vibrations will be kept to a minimum. Any use that is out of the ordinary will be contained or isolated as needed. 2. Smoke, dust and odors will be kept to a minimum. Any use that produces these types of pollutants will be required to abate the nuisance in a generally acceptable manner. Scrubbers or other acceptable environmental exhaust control may alleviate odors and smoke. During construction best management practices will be utilized to control — dust and erosion. 3. All lights will be directional to alleviate glare offsite. 4. The proposed landscaping with good architectural control will alleviate visual and aesthetic impacts of the project. Taller buildings will need to be mindful of existing view corridors of the surrounding properties. 5. No electrical interference is anticipated. 6. No water pollution agents are expected on the site. Little Thompson Water district will provide drinking water to the site. Users that have the potential to create water pollution will be responsible for any reclamation required if the pollution occurs. 7. St. Vrain Sanitation District will provide for wastewater disposal. If a use produces waste that is not allowed in the sanitary sewer, that user will provide for the disposal of their waste. 8. The development is not displacing any wetland habitat. — 9. Erosion will be kept to a minimum by the development and the installation of more dense vegetation than exists currently. During construction, best management practices will be followed to decrease erosion and sedimentation. 10. There will be some fill required onsite to raise some building pads and for construction of the access to Highway 66. During construction, best management practices will be utilized to minimize the effects of excavating, filling and grading on — the neighboring sites. 11. No dredging and minimal drilling are expected due to the development of this property. The rerouting and improvement of some of the existing ditches are required. The developer is committed to working with the neighboring property owners to insure that the ditch realignments work in their favor. The developer has been in contact with the ditch lateral owner and has come to agreement on the proposed concept. Final agreement will be made in conjunction with final plans. The State drainage ditch will also be relocated to divert water to the proposed detention area. 12. No significant air pollution is expected from the development of this property. — 13. The individual users will dispose of the solid wastes they generate. 14. Minimal wildlife populates the site. The wildlife-observed on the parcel consisted of small birds and mammals that could still populate the landscape buffer and ROW areas as they do today. 15. Existing vegetation on the site is sparse and the landscaping plan calls for native grasses to be utilized as the primary ground cover. 16. No radioactive material or radiation is expected on site. II - Service Provision Impacts The impacts to the service providers will be the same as can be expected for any mixed- use development of this size and type. Nothing out of the ordinary is being contemplated for the site. The issues outlined will be addressed in the following manner: A. Schools — Because no residential component is being considered at this time, no additional students will be generated from this development. The site is not designated to have a school in the vicinity by the Comprehensive Plan. B. Law Enforcement—Weld County Sheriff's Department is currently providing service. Because the surrounding uses are similar to what is being proposed, it is not expected that an increase in Law Enforcement will be required. C. Fire Protection—The property lies within the Mountain View Fire Protection District. They have expressed the ability to serve the property if all of the applicable codes are met. All of these issues will be addressed with final engineering drawings, which will be reviewed by the Fire Department. D. Ambulance— Service is currently provided by Weld County Dispatch out of Dacono. Because the surrounding uses are similar to what is being proposed, it is not expected that an increase in Ambulance Protection will be needed. • E. Transportation - Colorado Department of Transportation has requested the developer construct the future frontage road for I-25 through the property and connect with State Highway 66 along the eastern boundary. This road would become the main access to the development along with the proposed private loop road. It is — the intent of the design to have as few lots as possible access the frontage road and load the majority of lots from the loop road. The frontage road will need to be built to CDOT specifications and will have a 72' ROW with two travel lanes, a center turn lane and acceleration and deceleration lanes on both sides. Curb and gutter along the frontage road will convey storm drainage. The loop road will be designed to Weld County Local Employment/Regional Commercial standards. This allows 60 feet of ROW: two 12-foot travel lanes, a I2-foot center turn lane and 6 ft wide pedestrian walks on both sides. All roads will be asphalt and off street parking will be provided with in each lot. All roads will be designed to carry fire-fighting apparatus (60,000 Ibs)and multi-axle vehicles that will be using the frontage road. Hwy 66 is classified as an NRA highway by CDOT. At a minimum, CDOT will require a deceleration lane on eastbound Hwy 66 and the new intersection to be signalized. CDOT is in the process of reviewing the widening of 1-25 and Highway 66 therefore many details have not been resolved at this time. CDOT has granted the project a verbal approval to start the Access Permit process. The developer respectfully requests a postponement of the off site improvements agreement until final plan submittal to allow for negotiations with CDOT. F. Traffic Impact Analysis Report— LSC Transportation Consultants, Inc. has prepared a traffic report for this project showing the existing conditions, the impact of this development, and the future impact of the surrounding area. This report is included with this submittal under separate cover. G. Storm Drainage— Swift and Associates has prepared a drainage report that is included under separate cover. H. Utility Provisions— Each utility provider has been contacted and each has stated they can provide adequate supply to the property. It is still uncertain whether KN Energy or Public Service will provide gas to the development. Each expressed the ability to serve the property adequately. Letters are attached. I. Water Provisions - Water will be supplied by Little Thompson Water District and a — letter from Mike Cook indicating ability to supply is included with this submittal. A new transmission line has been installed to the south of the property that can supply this development. An 8 inch main line will be constructed onsite adjacent to the road system to supply each lot. Exact alignment and configuration is still under negotiation with Little Thompson Water District. J. Sewage Disposal Provisions — St. Vrain Sanitation district will supply sewer system — to this development. A letter from the district is included with this submittal as well as the main line extension agreement purchased with the property. A new sewer line has been installed on the east boundary of this development that will provide service. — An 8 inch main will come from the east and parallel the roadways to provide service to each lot. III— Landscaping Elements A. The landscape map is included with this submittal. B. The intent of the landscaping in the Business Park is to create a pleasant environment visually as well as physically. As is described in the MUD regulations the perimeter of the property has landscape setbacks from the highway that will be planted with evergreen and deciduous trees. The setback along I-25 is 50 feet and 25 feet along — Highway 66. The internal roads are lined with landscape setbacks of 20 feet and also include evergreen and deciduous trees. These setbacks screen the uses from traffic, the highways and each other. Due to the existing relief of the land it is very difficult — — to use berms to screen the subdivision from the highways. The intersection of 1-25 and Hwy 66 is approximately 23 feet above the existing grade of the site. Using landscaping and the existing irrigation ditch around the perimeter can accomplish — • some effective screening. Each lot will meet the landscaping requirements of the MUD and PUD regulations when they develop. C. The landscaping adjacent to I-25, the open space in the southeast corner and the two — pedestrian paths (shown on the landscape plan)will be owned, managed and maintained by the Owners Association. The Association will contract with a landscape maintenance provider who will mow, replace dead vegetation, and keep — the common open space maintained. The landscape included as a landscape easement within the lots will be the responsibility of the lot owner but the Owners Association will have the ability to enforce the care and maintenance of this landscaping. — D. The developer respectfully requests the postponement of the on-site improvements agreement until the Final Plan submittal. E. The commitment to serve letter from Little Thompson Water District includes the ability to irrigate the expected landscape for the project. IV- Site Design The property is characterized an irrigation lateral running on the west and northern boundaries as well as a state highway drainage ditch traversing the southern portion. Highway 66 creates the — northern boundary and the I-25 Frontage Road is the eastern boundary. The John Deere dealership is directly east and the Rademacher farm is the southern boundary. The property — gently slopes from the northwest to the southeast. The ditch lateral on the north and west boundaries separates the drainage from the highway to the property. In the northwest corner the Highway 66 overpass creates a large embankment with steep slopes that continues east for approximately two thirds the length of the property. The property is currently zoned C4. which would allow hotel and commercial establishments but not the light industrial and office components. To create a successful mixed use project with each of these components the PUD Zoning is required. The property is also located within the MUD — which designates the area as Employment Center(high intensity) which is the intent of this project. The site is designed so that the industrial component will be in the northwest corner of the property near the 1-25 and Highway 66 intersection. Trees along the highways will screen this area so that commuters will see the green foliage of the mature trees instead of the tops of the buildings. The northeast and central lots are designated as restaurant/commercial type lots with one large lot for an express hotel. The hotel will provide convenient lodging for the other companies in the area having out of town visitors. The one or two restaurants and convenience store will provide amenities not found in the immediate area. These can also be amenities to the existing businesses to the north and east. The southern portion of the development will have three larger lots for research and development or office type facilities and the site detention pond. These will be separated from the other uses by the frontage road. The complex can work well as • an integrated whole with each use complementing the other. A majority of this development will be separated from the adjacent users by highway ROW that will be landscaped. The two lots that abut the adjacent properties will be required to landscape along the adjacent lot lines to create a visual screen and separation. The lots adjacent to the Rademacher Farm are not expected to create any conflicts and the existing privacy fence on the Rademacher property is not intended to be removed. — The property is not located within a flood hazard, geologic hazard or airport overlay district. —Common Open Space Usage The common open space delineated in this plan falls into two different categories. The landscaped open space can be either in a landscape easement within a lot or common open space within an outlot. The outlots are for the detention pond and the landscaping along I-25 and the pedestrian paths. These areas will be owned and maintained by the owners association for the development. This landscaping will be installed by the developer and will be completed around — the same time as the adjacent buildings or sooner. We respectfully request a postponement of the submittal of the On-site Improvements Agreement until the developer has time to organize the rules and regulations of the Owners Association. VI— Signage The signs for the development will comply with all of the sign regulations of PUD Ordinance 197 Sec. 6.3.6. The Sign Standards will be completed with the covenants for the property and will be submitted to the Planning Department with the Final Plan submittal. The standard street signs are — expected for the development and no project identification signs are being contemplated at this time. VII- MUD Impact The development is within the MUD according to the Structural Land Use Map and is designated as Employment Center(high intensity). The proposed uses are service and employment base related, fitting well into the Employment Center category. It is the intent of this development to meet all of the required elements of the MUD. The project meets the 20%open space requirement with appropriate landscaping. It is expected that the 85%maximum lot coverage will be met or exceeded by the developing lots and landscaping regulations will be met in each individual site plan review. The roadway corridors have the specified setbacks for landscaping as depicted on the Landscaping Plan. The transportation regulations have been taken into account with the Traffic Study and proposed roads within the subdivision. The frontage road meets CDOT requirements for width and required lanes while the loop road is classified as a Local Employment/Regional Commercial road with a 60 foot Right-of-Way. The sign regulations will be taken into account when the Sign Standards are written. All Utility Infrastructure and Public Gacility Regulations will be adhered to. Mountain View Fire Protection District will be contacted for all fire flow and access requirements. VII— Intergovernmental Agreement Impacts When the process was started with Weld County no IGA's existed for the property. While going through the Sketch Plan process Ordinance 215 was adopted by the county which would encompass this development. The County Attorney had decided that this project would be "grand-fathered"and not be subject to Ordinance 215. Swift and Associates Town Planning • Urban Design • Civil Engineering David P. Lamb Longs Peak Equipment Company, Inc. 4322 Highway 66 Longmont, Colorado 80504 September 29. 2000 Dear Mr. Lamb. John Davis of Lyons 66 Pacific, LLC is in the process of developing the 35 acres at the southeast corner of the intersection of Interstate 25 and State Highway 66. This property is directly adjacent and west of your property containing the John Deere dealership. Swift and Associates has been retained by Mr. Davis to complete the Weld County development process and the necessary engineering for the project. In discussions with CDOT. a new alignment of the I-25 Frontage Road will be required. I believe you have seen a copy of the Sketch plan showing the new alignment, but if not please let me know and I can deliver a copy to you. The plans to improve the frontage road include a new intersection at Highway 66 that would be in line with Mead Street to the north. In order for this alignment to be made, you would need to grant right-of-way for the frontage road on the northwesterly portion of your property. Also. the current plan anticipates your access to Highway 66 being changed so that the entrance to your property would be from the new frontage road. We would like this letter to represent your acceptance of the development progressing in this manner so we can demonstrate to the county that our proposal is feasible. As always,you will be provided with a copy of the plans at your request. We would appreciate your signature on this page demonstrating your understanding and acceptance of our preliminary plan. We appreciate your willingness to work with us on the realignment of the frontage road and look forward working with you in the future. If you have any questions or concerns you can reach me at(303) 772-7052. Sincere-.G v Chris Huffer John Davis Date David P. Lamb Date Lyons 66 Pacific, LLC Longs Peak Equipment Company. Inc. 421 21", Suite 212, Longmont, Co, 80501 (303)772-7052; FAX 651-7226 LSC TRANSPORTATION CONSULTANTS, INC. 1889 York Street Denver, CO 80206 (303) 333-1105 FAX(303) 333-1107 E-mail: Isc@lscden.com TRANSPORTATION Web Site: http://www.lscden.cony CONSULTANTS, INC. September 27, 2000 Mr. John Davis Boulder Pacific Inc. c/o Chris Huffer Swift & Associates 421 21" , Suite 212 Longmont, CO 80501 Re: I-25/State Highway 66 Commercial Weld County, Colorado (LSC #001200) Dear Mr. Davis: We are pleased to submit our report of the traffic impacts of the proposed the I-25/State High- _ way 66 Commercial development located in the southeast quadrant of the I-25/State High- way 66 interchange in Weld County,Colorado. This study first provides a summary of existing and future roadway and traffic conditions in the vicinity of the proposed site. It then provides estimates of the amount and directional distribution of traffic that will be generated by the proposed development as well as estimates of existing plus project-generated traffic volumes on the surrounding road system. Finally, the impacts of the project generated traffic are evaluated and recommendations are made regarding roadway improvements. The remainder of this report presents our findings concerning the traffic impacts of the proposed develop- ment. Existing and Proposed Roadways Figure 1, enclosed, illustrates the proposed site location. This site is within the jurisdiction of Weld County, Colorado and the Colorado Department of Transportation and this report has been prepared in accordance with their requirements. The proposed site will have access onto State Highway 66 from the I-25 Frontage Road. As Figure 1 shows, a segment of the 1-25 Frontage Road is proposed to be relocated to the east of its current location to align with the existing Mead Street/State Highway 66 intersection. Figure 1 also depicts existing lane geometry and traffic controls on the adjacent roadway system. State Highway 66 is currently a two-lane roadway with east/west continuity through Weld County. 1-25 is a four-lane interstate highway with north/south continuity throughout the State of Colorado. There is an existing diamond interchange at the intersection of State High- way 66 and I-25. The I-25 frontage road is a two-lane roadway with north/south continuity Mr. William T. Welch Page 2 September 27, 2000 throughout Weld County. County Road 11 is a two-lane roadway with north/south continuity from State Highway 66 on the north to County Road 28 on the south. Estimated Traffic Generation The amount of traffic that will be generated by the proposed development has been estimated based upon rates found in Trip Generation, 6th edition, 1997, published by the Institute of Transportation Engineers(ITE). Table 1 shows estimated traffic generation for these land uses. A floor area ratio of 15 percent was assumed for the areas designated as business park and a density of approximately four dwelling unit per acre was assumed for the areas designated residential. As Table 1 shows, this area of the MUD is expected to generate approximately 41,624 trips (20,812 entering and 20,812 exiting) during an average weekday. During the morning peak-hour, a total of 2,575 vehicle-trips would enter the MUD area while 1,073 would exit. During the evening peak-hour, a total of 1,552 vehicle-trips would enter the MUD area while 2,591 would exit. Table 2 shows estimated traffic generation for the proposed site. As indicated in Table 2, the I-25/State Highway 66 Commercial development will generate approximately 6,281 trips during an average weekday(about 3,141 entering and 3,141 exiting vehicle-trips in a 24-hour period). During the morning peak-hour, a total of 535 vehicle-trips would enter the site while — 129 vehicles would exit. During the evening peak-hour, a total of 208 vehicle-trips would enter the site, while 529 vehicle-trips would exit the site. Estimated Future Background Traffic Figures 2 and 3 illustrate Year 2000 and Year 2020 background weekday morning and evening peak-hour turning movement traffic projections in the vicinity of the site. The I-25 frontage road was shifted to the east to the proposed location and traffic from the existing frontage road intersection and the Mead Street/State Highway 66 intersection located to the east of the frontage road was combined in order to generate projected Year 2000 background traffic volumes. The Year 2020 traffic projections were derived by applying a 10 percent growth factor (approximately 0.5 percent annual growth rate)to the existing ramp traffic and through traffic on State Highway 66 and adding in traffic that is expected to be generated by buildout of the Weld County Mixed Use Development (MUD) area. Figure 4 shows the proposed land uses for the area of the MUD that will contribute traffic to the roadways in the vicinity of the site and Figure 5 shows the assumed access for the different areas of the MUD. Estimated Traffic Distribution and Assignment One of the most important factors to be considered when evaluating the traffic impacts of this development is the directional distribution of site-generated traffic onto the surrounding road- way system. A number of factors influence this distribution including the relative location of the site with respect to the area it will serve, existing traffic patterns in the vicinity, and the site's specific access plan. Figures 6 and 7 illustrate the projected distribution of traffic to be generated by the I-25/State Highway 66 Commercial development for Years 2000 and 2020, respectively. In Year 2000, it is estimated that 45 percent of project-generated traffic will Mr. William T. Welch Page 3 September 27, 2000 utilize State Highway 66 to the west of the site, 20 percent will utilize I-25 to the north of the site, 20 percent will utilize I-25 to the south of the site, ten percent will utilise SH 66 to the east of the site, and five percent will utilize the I-25 Frontage Road to the south of the site. In Year 2020, it is estimated that 35 percent of project-generated traffic will utilize SH 66 to the west of the site, 15 percent will utilize I-25 to the north of the site, 15 percent will utilize I-25 to the south of the site, ten percent will utilize State Highway 66 to the east of the site, and the remaining trips will be attracted to other developments in the MUD or internal trips. Figures 8 and 9 illustrate the assignment of project-generated peak-hour traffic to the roadway network for Years 2000 and 2020, respectively. Figures 10 and 11 depict the combination of background traffic and project-generated traffic for Years 2000 and 2020, respectively. Estimated Traffic Impacts In order to assess the traffic impacts of the proposed development, related capacity analyses have been performed which compare projected background traffic operating conditions with those reflecting the addition of project-generated traffic. The methodology used is that presented in the nationally accepted 1997 Highwau Capacity Manual, published by the Trans- portation Research Board of the National Academy of Sciences. The concept of Level of Service (LOS) is used as a basis for computing combinations of roadway operating conditions. By definition, six different Levels of Service are used (A, B, C, D, E, and F) with "A" being a relatively free-flow condition and "E" representing the "capacity" of a given intersection or traffic movement. The morning and evening peak-hours have been analyzed, since they are the time of maximum impact upon the street network. Figures 12 and 13 show the lane geometry and traffic control that were assumed for the LOS analysis for Years 2000 and 2020, respectively. Table 3 summarizes the results of the morning and evening peak-hour LOS analyses for the proposed development (actual computer analysis printouts are enclosed) and the following discusses the results of the capacity analysis for each intersection. Southbound I-25 Ramps/State Highway 66: The southbound approach of this unsignalized intersection will operate at a failing Level of Service (LOS "F") with the Year 2000 background plus site-generated traffic. This intersection is expected to meet peak-hour traffic signal "warrants"with the added traffic from the proposed development and therefore it was analyzed as a signalized intersection. In Year 2000, this intersection will operate at a very good Level of Service(LOS"B") as a signalized intersection with the background plus site-generated traffic and the proposed lane geometry. In Year 2020, this intersection will operate at a good Level of Service (LOS "C" or better) with both the background and background plus site-generated traffic and the proposed lane configuration. Northbound 1-25 Ramps/State Highway 66: The northbound approach of this unsignalized intersection is expected to operate at a failing Level of Service (LOS "F") with both the Year 2000 background and background plus site-generated traffic. This intersection is expected to meet peak-hour traffic signal "warrants"with the added traffic from the proposed develop- ment and therefore it was analyzed as a signalized intersection. In Year 2000,this intersection will operate at a good Level of Service (LOS "C" or better) as a signalized intersection with the background plus site-generated traffic and the proposed lane geometry. In Year 2020, this Mr. William T. Welch Page 4 September 27, 2000 intersection will operate at an acceptable Level of Service (LOS "D" or better) with both the background and background plus site-generated traffic and the proposed lane configuration. Frontage Road/State Highway 66:This proposed signalized intersection is projected to operate at a good Level of Service (LOS "C" or better) during both peak-hours through Year 2020 for both the background and background plus site-generated traffic with the proposed lane configuration. County Road 9.5/State Highway 66: This proposed signalized intersection is projected to operate at a good Level of Service (LOS "C") during both peak-hours through Year 2020 for both the background and background plus site-generated traffic with the proposed lane configuration. County Road 11/State Highway 66: This proposed signalized intersection is projected to operate at a very good Level of Service (LOS "B") during both peak-hours through Year 2020 for both the background and background plus site-generated traffic with the proposed lane configuration. Figure 11 illustrates the broader, "average daily traffic" impacts that the development would have on the surrounding roadway system in the Year 2020. As shown, these impacts are _ expressed in terms of traffic generated by the proposed development as an increment of total projected traffic. The anticipated Year 2020 roadway capacities are also shown. Recommendations As previously stated, Figures 12 and 13 show the proposed traffic control and lane geometry for the roadways and intersections in the vicinity of the site. The following lists the recommended improvements. 1. In the short term, a traffic signal should be installed at the 1-25/State Highway 66 interchange. The northbound approach of this interchange appears to meet peak- hour traffic signal warrants based on the existing traffic. In addition, based on the Colorado State Highway Access Control Code, the following deceleration lanes are recommended for this interchange: • Right-turn lane for eastbound approach of southbound ramps; • Left-turn lane for westbound approach of southbound ramps; • Right-turn lane for westbound approach of southbound ramps; • Left-turn lane for eastbound approach of southbound ramps; • Left-turn lanes for northbound and southbound approaches. 2. In the short term, a traffic signal should be installed at the relocated I-25 Frontage Road/State Highway 66 intersection. This intersection does not meet traffic signal warrants based on the existing traffic, but it will meet signal warrants with the addition of the site-generated traffic. Mr. William T. Welch Page 5 September 27, 2000 3. In the long term, State Highway 66 should be widened to a four-lane divided road- way. 4. In the long term, the following deceleration lanes are recommended at the I-25 Frontage Road/State Highway 66 intersection (see Figure 15 for recommended dimensions of deceleration lanes): • Left-turn deceleration lanes for the eastbound and westbound approaches; • Right-turn deceleration lane for the eastbound approach; • Dual left-turn deceleration lanes for the northbound approach; • Left-turn deceleration lane for the southbound approach. 5. Additional long term improvements(as shown on Figure 13)are recommended for the I-25/State Highway 66 interchange, the CR 9.5/State Highway 66 intersection and the CR 11/State Highway 66 intersection. These recommended improvements are based on projected background traffic volumes and are required with or without the proposed development. Conclusions _ Based on the analyses presented herein, the following summarizes our findings relative to the traffic impacts of the proposed I-25/State Highway 66 Commercial development. I. At buildout, the proposed development is expected to generate approximately 6,281 trips during an average weekday (about 3,141 entering and 3,141 exiting vehicle- trips in a 24-hour period). During the morning peak-hour,a total of 535 vehicle-trips would enter the site while 129 vehicles would exit. During the evening peak-hour, a total of 208 vehicle-trips would enter the site,while 529 vehicle-trips would exit the site. 2. It is estimated that 45 percent of project-generated traffic will utilize State High- way 66 to the west of the site, 20 percent will utilize I-25 to the north of the site, 20 percent will utilize I-25 to the south of the site, ten percent will utilize State High- _. way 66 to the east of the site, and five percent will utilize the I-25 Frontage Road to the south of the site. In Year 2020, it is estimated that 35 percent of project- generated traffic will utilize State Highway 66 to the west of the site, 15 percent will utilize I-25 to the north of the site, 15 percent will utilize I-25 to the south of the site, ten percent will utilize State Highway 66 to the east of the site, and the remaining trips will be attracted to other developments in the MUD. 3. In the short term, a traffic signal will be warranted at the relocated 1-25 Frontage Road/State Highway 66 intersection, with the additional traffic generated by the proposed site. 4. Based on Year 2020 traffic projections,the segment of State Highway 66 between the southbound I-25 ramps and the 1-25 frontage road will be approximately 18 percent Mr. William T. Welch Page 6 September 27, 2000 over capacity. The intersection analysis shows that the I-25/State Highway 66 inter- __ change and the I-25 Frontage Road/State Highway 66 intersections will operate at acceptable Levels of Service. Furthermore, based on discussions with the Colorado Department of Transportation and Weld County,it is very unlikely that three through lanes in each direction will ever be constructed on this section of State Highway 66. 5. The traffic impacts of the proposed development are moderate and can be safely accommodated by the proposed road network. + * w We trust that this information will assist with further planning for the I-25/State Highway 66 - Commercial development. Please call if we can be of additional assistance. Respectfully submitted, LSC Transportation Consultants, Inc. - B '• e 1. 7 By: • Alex J. � �� iello, P.E. 3�; AJA/BW/wc • Enclosures: Tables 1 and 3 Figures 1 - 15 Computer Analyses .... \\Server\d\LSC\Projects\2000\001200\Report\D-2566.wpd I 't I I I I I i I I .$ l I I I I I I I • ) ) ) Table 1 Background Traffic Generation State Highway 66/1-25 Commercial Center Weld County, Colorado (LSC #001200; September, 2000) Trip Generation Rates (1) Vehicle-Trips Generated Average AM Peak Hour PM Peak Hour Average AM Peak- Hour PM Peak- Hour Trip Generating Category Quantity Weekday In Out In Out Weekday In Out In Out Block 1 Business Park 243.94 KSF 12.76 1.20 0.23 0.30 0.99 3,113 293 56 73 242 Block 1 Residential 130 DU 9.57 0.19 0.56 0.65 0.36 1,245 25 73 85 47 Block 2 Shopping Center 182.95 KSF 42.92 0.63 0.40 1.80 1.95 7,852 115 73 329 357 Block 2 Business Park 182.95 KSF 12.76 1.20 0.23 0.30 0.99 2,335 220 42 55 181 Block 2 Residential 195 DU 9.57 0.19 0.56 0.65 0.36 1,868 37 109 127 70 Block 3 Business Park 487.87 KSF 12.76 1.20 0.23 0.30 0.99 6,225 585 112 146 483 Block 3 Residential 423 DU 9.57 0.19 0.56 0.65 0.36 4,046 80 237 275 152 Block 4 Business Park 243.94 KSF . 12.76 1.20 0.23 0.30 0.99 3,113 293 56 73 242 Block 4 Residential 260 DU 9.57 0.19 0.56 0.65 0.36 2,490 49 146 169 94 Block 5 Business Park 731.81 KSF 12.76 1.20 0.23 0.30 0.99 9,338 878 168 220 725 41,624 2,575 1,073 1,552 2,591 (1) Source: "Trip Generation", Institute of Transportation Engineers,6th Edition, 1997. (2) Land Use No. 820, Shopping Center (3) KSF=Thousand Square Feet I I I I I 1 ) { I I I I I i I I ) ) ) Table 2 Proposed Site Traffic Generation State Highway 66/1-25 Commercial Center Weld County, Colorado Trip Generation Rates (1) Vehicle-Trips Generated Average AM Peak Hour PM Peak Hour Average AM Peak- Hour PM Peak- Hour Trip Generating Category Quantity Weekday In Out In Out Weekday In Out In Out Industrial Park (2) 4.6 Acres 63.11 8.44 1.73 2.20 8.27 290 39 8 10 38 Restaurant (3) 14 KSF 130.34 4.82 4.45 6.52 4.34 1,825 68 62 91 61 Office Park (4) 7.6 Acres 195.11 23.6 2.05 4.24 24.04 1,483 179 16 32 183 Office Park 6.2 Acres 195.11 23.6 2.05 4.24 24.04 1,210 146 13 26 149 Hotel (5) 115 Rooms 8.23 0.34 0.22 0.32 0.29 947 39 25 37 33 Office Park 2.7 Acres 195.11 23.6 • 2.05 4.24 24.04 527 64 6 11 65 6,281 535 129 208 529 Table 3 Intersection Levels of Service Analysis State Highway 661125 Commercial Center Weld County,Colorado — 2000 2000 2020 2020 Background Traffic Total Traffic Background Traffic Total Traffic Level of Level of Level of Level of Level of Level of Level of Level of Traffic Service Service Service Service Service Service Service Service Intersection Location Control AM PM AM PM AM PM PM PM S81-25 Ramps/SH 66 Unsignalized SB Approach D C F F — — — — EB Approach A A A A — — — — WBApproach A A A B — — — — Critical Movement Delay 27_2 20.9 — — — — NB 1-25 Ramps/SH 66 4-Way Stop NB Approach D F F F — — — — EB Approach A A A B — — — - - WB Approach A A A A — — — — Critical Movement Delay 28.1 — — — — SB 1-25 Ramps/SH 66 Signalized SB LT — — D C D D D SB RT — — D C D C D _ EBTH — — A C B C C ES RT — — A A A A A WB LT — — B D C D D WBTH — — 8 A A A A Intersection LOS — — B C B C B Intersection Delay — — 1 .2 18.6 22.8 18.5 26.1 19.4 SB 1-25 Ramos/SH 66 Signalized NB LT — — C D B C B C NBRT — — C D C 0 0 D EB LT — — B C D '0 0 D — EBTH — — B C B B C B WBTH — — A a 8 C B D WBRT — — A B A A A A Intersection LOS — — B C C C C D Intersection Delay — — 16.5 29.5 21.0 25.2 25.4 37.0 Frontage Road/SH 66 Signalized NB LT C 8 D D D NBTH • C A C C C NBRT C A C C C SE LT C 8 C D C — ^ SBTH C B C D C SBRT C B . C 0 0 EIS LT A C A A C . EBTH A C B A B EBRT A C A • A A -- WB LT B C 8 A B WBTH C D B A B WBRT B C B A 8 Intersection LOS B C B A C Intersection Delay 16.6 2 .7 1 .1 22.0 13.3 9.4 1 .4 21.8 CR 9.5/SH 66 Signalized • NB LT — — — — 0 C D C NBTH — — — — D B D B NBRT — — — — D B D B SS LT — — — — B C B C SBTH — — — — C D C C SBRT — — — — B D B C EB LT — — — — B B B B EB TH — — — — B C 8 C ER RT — — — — A A A A WB LT — — — — B B B B _- WS TH — — — — c c C C WBRT — — — — C C C C Intersection LOS — — — — C C C C Intersection Delay — — — — 20.0 21.3 20.1 23.2 CR 11/SH 66 Unsignalized NB Approach B A B A — — — — SBApproach A A A A — — — — EBApproach A A A A — — — — WB Approach A A A A — — — — -- Critical Movement Delay 11.4 9.5 12.0 9.9 — — — — CR 11/SH 66 Signalized NB LT — — — — C C NB TH — — — — C C NB RT - — — — C C SB LT — — — — C C SB TH — — — — C C -�.�- SBRT — — — — C C EB LT — — — — A A EBTH — — — — B B EBRT — — — — A A WB LT — — — — A A WBTH — — — — B B WBRT — — — — B B Intersection LOS — — — — B B Intersection Delay — — — — 17.2 1 .5 16.9 1 .3 I re I 2 — a Not To Scale ,61 0 66 1L ....D 1J��3 1., In I 362 316 54°2,3—i 012314 163 136 ell if 1 236 _ 460 xi 4752" 44.C 4IMI2 o Y 1 \ 3� I 0 Kt—) il I. SH 66 i /ii— / f to '1223i16 j`23 )a /// T— r Ng j / 231 ,61-4 4—TT 266 / // SITE ; / fi i � � Proposed New 5 I Location of 1-25 Frontage Rd. Existing Section / „ of 1-25 Frontage __ / )4 14 fi Rd. to be abandoned. 72 "3-�j ° 33e 2D, k_'1 366 451 in 3r5 litre Cu WI I ,36 9 \ 9 ."'re ?a �Ili L 335.2 \\\\2n 2 st To- _ 1;1f TS 60 0 226 0 LEGEND: Figure 1 I. = Stop Sign Site Location, Existing Traffic, Traffic 26 = AM Peak—Hour Traffic Control and Lane Geometry PM Peak—Hour Traffic iiii 3: September. 2000 SH 66/I-25 Commercial Center (ISC /001200) — ra 50 26B 22p i �m b) 332 311 tOO 0 2� ,o0 2J3 X rn a c O t_ Lil - 1 Not To Scale _ ) SH,... ...H 66 — 16 '11 °L 6a / SITE _ J� " 1 362 315 K 5161 I162 A{ K U 213 0 cn 20.1 1�_ 190 \N--,... 13y i p / 132 0—� r0 WI 2 ,90 to p 1 3� E0 1 LL 2 / in 3y u 201 25��Lm 3N \\\ //// -- I ]1d 36l i26 Ally ,0 - 2t CR2B N N M Figure 2 �/ — LEGEND: Year 2000 Projected 26 = AM Peak—Hour Traffic Background Traffic 231 6 PM Peak—Hour Traffic September, 2000 3H 66/1-25 Commercial Center (LSC /001200) — i15 . s 216 1 6x9250_1 .1.__si6 xi 1.16 — — 1.ssi 9 lxl 1r w1e s B6JI92�2z 16 37 1 210 0 6]6 814 71) 663 -o a1a111 — new f—e6/ems//a 0 66e]ot�tr1— 01 o 601 94 94 C 66 a L. U. N N I N 13 _ Cf o Not To Scale / SH 66 1 (Teo ° «+ SITE3MJ g l 2)] / 1 n +A+ — — J2s 33 e 1,143 1,317 -a 141 ]6 235 f Dl Er U q1 Jj� M ��. KO / ' 61 — / M �� ,++ 631 ;44 o / / le iG5- 11 Cu O >s 17 ] 196111572131 �U 6 1� In 14_f+L• it n3 n �// 'a 112_82 u� L 4 1971 3x N I 560ll1� Cu Kr�(—s e 57 10 p CR 28 • N — N Figure 3 LEGEND: Year 2020 Projected 26 = AM Peak—Hour Traffic Background Traffic atPM Peak—Hour Traffic September, 2000 SH 66/1-25 Commercial Center (ISC /001200) 1/2 Mile Business Park 1/2 Mile — Not To Scale SH 66 1/4 Mile 1/4 Mile Shopping n Business 1/4 Mile Center Park /SITE Res 1/4 Mile 1/4 Mile Business Park • Business 3/4 Residential Park Res 11/4 Open Space /z Mile Business Residential 1/4 Mile Park Res 1/3 Mile 1/6 Mile Figure 4 - Weld County Mixed Use Development Area Land Uses September, 2000 SR 66/1-25 Commercial Center (ISC /001200) _ Y O 0 . Nv f i' Y 1 U / SH 66 O O ce_ V K a a Ln O y Not To Scale f CR 28 In N SH 119 Figure 5 Weld County Mixed Use Development Area Access Plan September. 2000 SH 66/1-25 Commercial Center (LSC #001200) 20% P O 2 4 N N Not To Scale N 0 u I SH 66 w 45% II 10% / I /' ` SITE 1 ' 1 - i Proposed New Location of 1-25 Frontage Rd. Existing Section / of 1-25 Frontage Rd. to be abandoned. N N 20%1 5% Figure 6 - F LEGEND: Year 2000 Directional Distribution - Percent Directional of Site-Generated Traffic 65% Distribution September. 2000 SH 68/1-25 commercial center (ISC #001200) 15% } cn C O U- L_ n Not To Scale N N �N 5% -O O U 35% / 10% /' SITE tor. U O a O / c LL N 15% tCR 28 N Figure 7 LEGEND: Year 2020 Directional Distribution — — = Percent Directional of Site-Generated Traffic 65% Distribution September, 2000 SH 86/1-25 Commercial Center (1SC *001200) ze 341 U CI6 u — — ]T rot 42 qS i Not To Scale sH 66 II ,0l / SITE I L4' 240 5d ci ) \\\ ] 5] 4541 f-ss Klan r is;:_fry Figure 8 LEGEND: Assignment of Year 2000 26 _ AM Peak—Hour Traffic Site-Generated Traffic 31 PM Peak—Hour Traffic September, 2000 SH 66/1-25 Commercial Center (ISC /001200) 261 65 ,04 _ Wa 11 cc z, u. 2 N N N I \ N 0 re Not To Scale SH 66 SITE CC 18 — mil. ,55cc d c) _O 13 53 P a S3 21 C n 2 m LL in _ N 1 53 K4333477 .1t rit s i. CR 28 Lel — N Figure 9 LEGEND: Assignment of Year 2020 2e = AM Peak—Hour Traffic Site-Generated Traffic *Am PM Peak—Hour Traffic September. 2000 SH 66/1-25 Commercial Center (ISC /001200) ,]e 22413 k-ue 636 nt ?°10ruz / ISO 31)/ ° ,0 6 — e — a 3 Not To Scale 51156 1 ' (II ° n] ELie )ZSIT I `\\\ °�°z1]2 � �x1e e z • ; / 25 161 25/) / 2_75 _. _ am ^ I — / zos 6—i no m, a 19 x. \ r. 31 ro / x X11 ws_J+ Y 6] \ _re 1 4_2-T1 • 390 +, ]d 51x11 Cal ea 1 ,I121Y) le nifty II — Figure 10 Year I ear 2000 Projected 26 = AM Peak—Hour Traffic Total Traffic 31 PM Peak—Hour Traffic iailaa September, 2000 SH 86/1-25 Commercial Center (ISC /001200) _... i2.lss z�s em50J Lsaai026 alb — — 1..915 — 5� 1]51 trice s 5 110 0 sea (it 1mJ 11u 26 V T a do J L 7 717 e IA13 — — 9100 — ca »s1 f—ee O Sea 331 1 I 45 C an a' a. 94 O It- ti li - N N 1 \ N n 0 re Not To Scale SH 66 — I� e5,1 SITE \ - . 1.216 _ a° IX zz 'T e:Pi: =-.7- 1 3101•S02 ¢ J 180 ez% 1 1�1 14J �x 44 Lrn 521 u—f 1-11 885 / .4 ea1a5� 2n 560 O 55 5a t9a Ill 1(-21 e1 Lt iii 141j I Or is al V 5 I N 1'35°5181 7:6918'881 Ku a 24 � u K CR 28 La N Figure 11 Year LEGEND: 1 ear 2020 Projected 26 AM Peak—Hour Traffic L Total Traffic al = Peak—Hour Traffic September, 2000 SH 86/t-25 commercial Center (tic #001200) 0 in a, o --C1rO Not To Scale SH 66 � ` SITE —�—� ct U a a a 2 2 Lll CR 28 In Figure 12 LEGEND: Year 2000 Proposed Traffic S = Traffic Signal Control and Lane Geometry = Stop Sign September, 2000 SH 66/I-25 Commercial Center (LSC /001200) cc wry -n) 1-2 CSI -61 73 Not To Scale SH 66 C-47— (it SITE � U CD rn c 2 CR 28 • Figure 13 LEGEND: Year 2020 Proposed Traffic S = Traffic Signal Control and Lane Geometry I = Stop Sign September, 2000 SH 66/1-25 Commercial Center (ISC /001200) I ce 4,084/41,400/35,000 _ t 0 o 628/34,800/35,000 cp L` jil Lo N N 3,140/40,050/35,000 ! N T al Not To Scale / 628S/H166.6700/35.000 - 2,198/31,400/35,000 / SITE re 5,026/9,350/10,000 ? 0 a, — ,. , 4 (;:.„„,..-'I c - 0 u_ in 628/21,150/35.000 N CR 28 in N Figure 14 LEGEND: Year 2020 Average Project- Total Roadway Daily Traffic Impacts 350/6,755/25,000 = Generated/ Traffic/ Traffic Capacity September, 2000 SH 86/1-25 Commercial Center (LSC 9001206) i l l l I I I l l I I l l I I I l l I forri , .. , 1001 Approx. Scale 1" = 150' 200' -.- 165' --8.- 440' - - 335' •-f- 165' - State Hwy 66 1 _ — Y +C Ai te 165' 270' o 200' 0 4 N N 200' +f Figure 15 Recommended Year 2020 Lane Geometry for 1-25 Frontage Rd./SH 66 Intersection September, 2000 SH 68/1-25 Commercial Center (LSC #001200) I 1 I I I 1 I 1 1 1 1 1 I I I I 1 I 1 I) AM 2000 Thu Sep 21, 2000 09:21:32 Page 1-1 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSrC , Denver, CO AM 2000 Thu Sep 21, 2000 09:21:32 Page 4-1 Scenario Report Scenario: AM 2000 Turning Movement Report AM Command: Default Command Volume: AM 2000 Volume Northbound Southbound Eastbound Westbound Total Geometry: Default Geometry Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Impact Fee: Default Impact Fee Trip Generation: MI #1 SB I-25 Ramps/SH 66 Trip Distribution: Default Trip Distribution Base 0 0 0 66 1 161 0 362 213 192 315 0 1310 Paths: Default Paths Added 0 0 0 107 0 0 0 240 0 26 58 0 431 Routes: Default Routes Total 0 0 0 173 1 161 0 602 213 218 373 0 1741 Configuration: Default Configuration #2 NB I-25 Ramps/SH 66 Base 120 0 115 0 0 0 139 289 0 0 387 59 1109 Added 0 0 107 0 0 0 0 347 0 0 84 26 564 Total 120 0 222 0 0 0 139 636 0 0 471 85 1673 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSCC , Denver, CO AM 2000 Thu Sep 21, 2000 09:21:32 Page 2-1 #3 Frontage Road/SH 66 Base 14 10 19 29 25 190 201 338 58 28 399 93 1404 Added 110 0 13 0 0 0 0 0 454 53 0 D 630 Trip Generation Report Total 124 10 32 29 25 190 201 338 512 81 399 93 2034 Forecast for AM #7 CR 11/SH 66 Base 3 0 0 0 0 0 0 263 D 0 190 0 456 Zone Rate Rate Trips Trips Total t Of Added 0 0 D 0 0 0 0 13 0 0 53 0 66 Subzone Amount Unite In Out In Out Trips Total Total 3 0 0 0 0 0 0 276 0 0 243 0 522 6 4.60 Industrial Par 8.44 1.73 39 8 47 7.1 6 14.00 Restaurant 4.82 4.45 67 62 129 19.5 6 16.50 Office Park 23.60 2.05 389 34 423 63.8 6 115.00 Hotel 0.34 0.22 39 25 64 9.7 -- Zone 6 Subtotal 534 129 663 100.0 TOTAL 534 129 663 100.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO AM 2000 Thu Sep 21, 2000 09:21:32 Page 3-1 __ Trip Distribution Report Percent Of Trips Default To Gates 1 2 3 4 5 Zone 6 20.D 20.0 45.0 10.0 5.0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ) ) p Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSrC , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO AM 2000 Thu Sep 21, 2000 10:03:31 Page 5-1 AM 2000 Thu Sep 21, 2000 10:03:31 Page 7-1 Intersection Volume Report Impact Analysis Report Base Volume Alternative Level Of Service Intersection Base Future Change Northbound Southbound Eastbound Westbound Del/ V/ Del/ V/ in Node Intersection L -- T -- R L -- T -- R L -- T -- R L -- T -- R LOS Veh C LOS Veh C 0 1 SB I-25 Ramps/SH 66 D 27.2 0.000 F 495.3 0.000 + 0.000 V/C 1 SB I-25 Ramps 0 0 0 66 1 161 0 362 213 192 315 0 2 NB I-25 Ramps 120 0 115 0 0 0 139 289 0 0 387 0 0 2 NB I-25 Ramps/SH 66 D 28.1 0.000 F 198.8 0.000 r 0.000 V/C 3 Frontage Road 14 10 19 29 25 190 201 338 58 28 399 93 7 CR 11/SH 66 3 0 0 0 0 0 0 263 0 0 190 0 0 3 Frontage Road/SH 66 B 16.6 0.488 B 16.1 0.488 -0.421 D/V / 7 CR 11/SH 66 B 11.4 0.000 B 12.0 0.000 . 0.000 V/C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSIC , Denver, CO AM 2000 Thu Sep 21, 2000 10:03:31 Page 6-1 Intersection Volume Report '.. Future Volume Alternative Northbound Southbound Eastbound Westbound Node Intersection 1 SB I-25 Ramps 0 0 0 173 1 161 0 602 213 218 373 0 2 NB I-25 Ramps 120 0 222 0 0 0 139 636 D 0 471 0 3 Frontage Road 124 10 32 29 25 190 201 338 512 81 399 93 7 CR 11/SH 66 3 0 0 0 0 0 0 276 0 0 243 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSiC , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS4C , Denver, CO AM 2000 Thu Sep 21, 2000 09:21:33 Page B-1 AM 2000 Thu Sep 21, 2000 09:21:33 Page 9-1 Level Of Service Computation Report Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) 1997 HCM Unslgnallzed Method (Future Volume Alternative) Intersection 81 SB I-25 Ramps/SH 66 Intersection 61 SB I-25 Ramps/SH 66 Average Delay (sec/veh): 27.2 Worst Case Level Of Service: D Average Delay (sec/veh): 495.3 Worst Case Level Of Service: F Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R L - T - R I II II II I I II II II I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 11 0 0 0 0 0 1 D 0 1 0 0 0 Lanes: 0 0 D 0 0 0 0 11 0 0 0 0 0 1 0 0 1 0 0 0 I II II II I I II II II I Volume Module: - Volume Module: Base Vol: 66 1 161 362 213 192 315 Base Vol: 66 161 362 213 192 315 Growth Adj: 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.00 1.00 1.00 1.0 Initial Bse: 66 1 161 362 213 192 315 Initial Bse: 66 161 362 213 192 315 User Adj: 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.0 Added Vol: 107 0 240 0 26 58 PHF Adj: 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.0 PasserByVol: 0 0 0 0 0 0 PHF Volume: 66 1 161 362 213 192 315 Initial Fut: 173 161 602 213 218 373 Reduct Vol: 0 0 0 0 0 0 0 User Adj: '1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.00 1.00 1.00 1.0 Final Vol.: 66 1 161 362 213 192 315 PHF Adj: 1.0 1.0 1.0 1.00 1.0 1.0D 1.0 1.00 1.00 1.00 1.00 1.0 I II II II I PHF Volume: 173 161 602 213 218 373 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 Critical Gp:xxxxx xxxx xxxxx 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx Final Vol.: 173 161 602 213 218 373 FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ' Critical Gap Mod le: I II II II I Critical Gp:xxxx xxx xxxx 6.4 6. 6.2 xxxx xxxx xxxxx 4.1 xxxx xxxxx Capacity Module: FollowUpTim:xxxx xxx xxxx 3.5 4. 3.3 xxxx xxxx xxxxx 2.2 xxxx xxxxx Cnflict Vol: xxxx xxxx xxxxx 1168 1274 315 xxxx xxxx xxxxx 575 xxxx xxxxx I II II II I Potent Cap.: xxxx xxxx xxxxx 216 169 730 xxxx xxxx xxxxx 1008 xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx xxxxx 180 133 730 xxxx xxxx xxxxx 1008 xxxx xxxxx Cnflict Vol: xxxx xxxx xxxxx 1518 1624 373 xxxx xxxx xxxxx 815 xxxx xxxxx I II II II I Potent Cap.: xxxx xxxx xxxxx 133 104 670 xxxx xxxx xxxxx 821 xxxx xxxxx Level Of Service Module: Move Cap.: xxxx xxxx xxxxx 102 72 678 xxxx xxxx xxxxx 821 xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.6 xxxx xxxxx I II II II I LOS by Move: a a * • • • • * a A a • Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RI LT - LTR - RI Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.4 xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx 384 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: * a * • * • • A • * Shrd StpDel:xxxxx xxxx xxxxx xxxxx 27.2 xxxxx xxxxx xxxx xxxxx 9.4 xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RI LT - LTR - RT LT - LTR - RI Shared LOS: * * • • D a • a * A • • Shared Cap.: xxxx xxxx xxxxx xxxx 171 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx 21.2 xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 495 xxxxx xxxxx xxxx xxxxx 11.0 xxxx xxxxx ApproachLOS: • D • • Shared LOS: • • • • F * • • • B * • ApproachDel: xxxxxx 495.3 xxxxxx xxxxxx ApproachLOS: • F = n ' n i r-7 71 , . Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS4C , Denver, CO AM 2000 Thu Sep 21, 2000 09:21:33 Page 1D-1 AM 2000 Thu Sep 21, 2000 09:21:33 Page 11-1 Level Of Service Computation Report Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) 1997 RCM Unsignalized Method (Future Volume Alternative) Intersection 12 NB I-25 Ramps/SH 66 Intersection 12 NB I-25 Ramps/SH 66 Average Delay (sec/veh): 28.1 Worst Case Level Of Service: D Average Delay (sec/veh): 198.8 Worst Case Level Of Service: F -� Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound - Movement: L - T - R L - T - R L - T - R L - T - R Movement: LTR L - T - R L - T - R L - T - R - I II II II I I II II II I - Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Ignore Rights: Include Include Include Ignore Lanes: 0 0 11 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 Lanes: 0 0 11 0 D 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 120 115 139 289 387 5 Base Vol: 120 115 0 139 289 0 0 387 5 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 -Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 0.0 Initial Bse: 120 115 139 289 387 Initial Bse: 120 115 0 139 289 0 0 387 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 Added Vol: 0 107 0 0 347 0 0 84 2 PHF Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 PasserByVol: 0 0 0 0 0 0 0 0 PHF Volume: 120 115 139 289 387 Initial rut: 120 222 0 139 636 0 0 471 Reduct Vol: 0 0 0 0 0 User Adj: 1.00 1.0 1.00 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 0.0 Final Vol.: 120 115 139 289 387 PHF Adj: 1.0D 1.0 1.00 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.00 0.0 I II II II I PHF Volume: 120 222 0 139 636 0 0 471 Critical Gap Module: Reduct Vol: 0 0. 0 0 0 0 0 0 Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: 120 222 0 139 636 0 0 471 FbllawUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx critical Gap Module: I II II . II I Critical Gp: 6.4 xxx 6.2 xxxx xxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxx Capacity Module: FollowUpTim: 3.5 xxx 3.3 xxxx xxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxx Cnflict Vol: 954 xxxx 289 xxxx xxxx xxxxx 387 xxxx xxxxx xxxx xxxx xxxxx I II II II I Potent Cap.: 289 xxxx 755 xxxx xxxx xxxxx 1183 xxxx xxxxx xxxx xxxx xxxxx Capacity Module: Move Cap.: 261 xxxx 755 xxxx xxxx xxxxx 1183 xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: 1385 xxxx 636 xxxx xxxx xxxxx 471 xxxx xxxxx xxxx xxxx xxxxx I II II II I Potent Cap.: 160 xxxx 481 xxxx xxxx xxxxx 1101 xxxx xxxxx xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 143 xxxx 481 xxxx xxxx xxxxx 1101 xxxx xxxxx xxxx xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.0 xxxx xxxxx xxxxx xxxx xxxxx I II II II I LOS by Move: * • • • • • A ' • • • • Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR -AT Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.3 xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx 384 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: • • • • • * A * * • * • Shrd StpDel:xxxxx 28.1 xxxxx xxxxx xxxx xxxxx 8.4 xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: • D • • * * A * • • • Shared Cap.: xxxx 263 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: 28.1 xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx 199 xxxxx xxxxx xxxx xxxxx 8.7 xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: D * * ` Shared LOS: * F • • * * A * * • • ApproachDel: 198.8 xxxxxx xxxxxx xxxxxx ApproachLOS: F * • mm t- MITIGB - AM 2000 Thu Sep 21, 2000 15:08:03 Page 1-1 MITIGO - AM 2000 Thu Sep 21, 2000 15:08:43 Page 1-1 A Level Of Service Computation Report Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) 1997 HCM Operations Method (Future Volume Alternative) Intersection 41 SB I-25 Ramps/SH 66 Intersection 42 NB I-25 Ramps/SH 66 Cycle (sac): 100 Critical Vol./Cap. (X): 0.749 Cycle (sec): 100 Critical Vol./Cap. (X): 0.728 Loss Time (sec): 0 (Y+R • 4 sec) Average Delay (sec/veh): 1B.2 Loss Time (sac): 0 (Y+R - 4 sec) Average Delay (sec/veh): 16.5 Optimal Cycle: 57 Level Of Service: B Optimal Cycle: 53 Level Of Service: B Approach: North Bound South Bound East Bound Nest Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R L - T - R I II II II I I II II II I Control: Permitted Permitted Permitted Permitted Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Ignore Min. Green: 0 0 0 25 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 11 0 0 0 0 0 Lanes: 0 0 0 0 0 0 0 11 0 0 0 0 0 1 0 0 1 0 0 0 Lanes: 0 0 l: 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 66 1 161 362 213 192 315 Base Vol: 120 115 0 0 139 289 0 0 387 5 Growth Adj: 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 0.0 Initial Bae: 66 1 161 362 213 192 315 Initial Bee: 120 115 0 0 139 289 0 0 387 Added Vol: 107 0 0 240 0 26 58 Added Vol: 0 107 0 0 0 347 0 0 84 2 PasserByVol: 0 0 0 0 0 ' 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 Initial Fut: 173 1 161 602 213 218 373 Initial Fut: 120 222 0 0 139 636 0 0 471 User Adj: 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.0 User Adj: 1.00 1.0 1.00 1:00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 0.0 PHF Adj: 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.0 PHF Adj: 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 0.0 PHF Volume: 113 1 161 602 213 218 373 PHF Volume: 120 222 0 0 139 636 0 0 471 Reduct vol: 0 0 0 0 0 0 0 Redact Vol: 0 0 0 0 0 0 0 0 0 Reduced Vol: 173 1 161 602 213 218 373 Reduced Vol: 120 222 0 0 139 636 0 0 471 PCE Adj: 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.0 PCE Adj: 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 0.0 MLF Adj: 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.0 MLF Adj: 1.00 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 0.0 Final Vol.: 173 1 161 602 213 218 373 Final Vol.: 120 222 0 0 139 636 0 0 471 I II II II I I II II II I Saturation Flow Module: Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 - Adjustment: 1.00 1.00 1.00 0.70 0.70 0.70 1.00 0.87 0.87 0.67 0.67 1.00 Adjustment: 0.73 1.00 0.73 1.00 1.00 1.00 0.85 0.85 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 0.51 0.01 0.48 0.00 0.74 0.26 0.37 0.63 0.00 Lanes: 0.35 0.00 0.65 0.00 0.00 0.00 0.18 0.82 0.00 0.00 1.00 0.00 Final Sat.: 0 0 0 684 4 637 0 1214 430 470 803 0 Final Sat.: 484 0 895 0 0 0 289 1324 0 0 1900 0 I II II II I I II II II I Capacity Analysis Module: Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.25 0.25 0.25 0.00 0.50 0.50 0.46 0.46 0.00 Vol/Sat: 0.25 0.00 0.25 0.00 0.00 0.00 0.48 0.48 0.00 0.00 0.25 0.00 Crit Moves: **** *"* Crit Moves: *"* **** Green/Cycle: 0.00 0.00 0.00 0.34 0.34 0.34 0.00 0.66 0.66 0.66 0.66 0.00 Green/Cycle: 0.34 0,00 0.34 0.00 0.00 0.00 0.66 0.66 0.00 0.00 0.66 0.00 Volume/Cap: 0.00 0.00 0.00 0.75 0.75 0.75 0.00 0.75 0.75 0.70 0.70 0.00 Volume/Cap: 0.73 0.00 0.73 0.00 0.00 0.00 0.73 0.73 0.00 0.00 0.38 0.00 Uniform Del: 0.0 0.0 0.0 29.4 29.4 29.4 0.0 11.3 11.3 10.6 10.6 0.0 Uniform Del: 28.9 0.0 28.9 0.0 0.0 0.0 11.2 11.2 0.0 0.0 7.7 0.0 IncrenntDel: 0.0 0.0 0.0 6.9 6.9 6.9 0.0 2.9 2.9 2.7 2.7 0.0 IncrematDel: 5.7 0.0 5.7 0.0 0.0 0.0 2.6 2.6 0.0 0.0 0.2 0.0 Delay Adj: 0.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Delay Adj: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 D.00. Delay/Veh: 0.0 0.0 0.0 36.2 36.2 36.2 0.0 14.2 14.2 13.3 13.3 0.0 Delay/Veh: 34.6 0.0 34.6 0.0 0.0 0.0 13.7 13.7 0.0 0.0 7.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I, AdjDel/Veh: 0.0 0.0 0.0 36.2 36.2 36.2 0.0 14.2 14.2 13.3 13.3 0.0 AdjDel/Veh: 34.6 0.0 34.6 0.0 0.0 0.0 13.1 13.7 0.0 0.0 7.9 0.0 DesignQueue: 0 0 0 7 0 6 0 13 5 4 8 0 Des1gnQueue: 5 0 9 0 0 0 3 13 0 0 10 0 i Traffix 1.1.0607 (c) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 1.1.0607 (c) 1999 Dowling Assoc. Licensed to LSLC , Denver, CO AM 2000 Thu Sep 21, 2000 10:03:31 Page 12-1 AM 2000 Thu Sep 21, 2000 10:03:31 Page 13-1 - Level Of Service Computation Report Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) 1997 HCM Operations Method (Future Volume Alternative) Intersection 43 Frontage Road/SH 66 Intersection 03 Frontage Road/SH 66 Cycle (sec): 100 Critical Vol./Cap. (X): 0.488 Cycle (sec): 100 • Critical Vol./Cap. (X): 0.488 Loss Time (sec): 0 (YaR • 4 sec) Average Delay (aec/veh): 16.6 Loss Time (sec): 0 (Y+R - 4 sec) Average Delay (sec/veh): 16.1 Optimal Cycle: 36 Level Of Service: B Optimal Cycle: 39 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L T - R L - T - R Movement: LTR L - T - R L - T - R L - T - R I II II II I I II II II I Control: Permitted Permitted Prot+Perait Prot+Permit Control: Permitted Permitted Prot+Permit ProtePermit Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 20 0 14 20 0 0 0 0 0 0 0 Min. Green: 0 20 0 14 20 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 1 0 1 1 0 1 0 1 Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 1 0 1 1 0 1 0 1 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 14 10 19 29 25 190 201 338 58 28 399 93 Base Vol: 14 1D 19 29 25 190 201 338 58 28 399 93 Growth Mj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 14 10 19 29 25 190 201 338 58 26 399 93 Initial Bse: 14 10 19 29 25 190 201 338 58 28 399 93 User Mj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 110 0 13 0 0 0 0 0 454 53 0 0 PHF Mj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PasserayVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 14 10 19 29 25 190 201 338 58 28 399 93 Initial Fut: 124 10 32 29 25 190 201 338 512 81 399 93 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 14 10 19 29 25 190 201 338 58 28 399 93 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.60 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 124 10 32 29 25 190 201 338 512 81 399 93 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 14 10 19 29 25 190 201 338 58 28 399 93 Reduced Vol: 124 10 32 29 25 190 201 33B 512 81 399 93 I II II II I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 124 10 32 29 25 190 201 338 512 81 399 93 Adjustment: 0.83 0.90 0.90 0.77 0.71 0.77 0.54 1.00 0.85 0.49 1.00 0.85 I II II II I Lanes: 1.00 0.34 0.66 0.12 0.10 0.78 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: _ Final Sat.: 1569 591 1123 174 150 1142 1033 1900. 1615 936 1900 1615 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.18 0.89 0.89 0.17 0.77 0.71 0.55 1.00 0.85 0.52 1.00 0.85 Capacity Analysis Module: Lanes: 1.00 0.24 0.76 0.12 0.10 0.18 1.00 1.00 1.00 1.00 1.00 1.00 Vol/sat: 0.01 0.02 0.02 0.17 0.17 0.17 0.19 0.18 0.04 0.03 0.21 0.06 Final Sat.: 1482 401 1283 174 150 1140 1049 1900 1615 989 1900 1615 Crit Moves: "'• -I II II II I Green/Cycle: 0.34 0.34 0.34 0.34 0.34 0.34 0.66 0.61 0.61 0.48 0.43 0.43 Capacity Analysis Module: Volume/Cap: 0.03 0.05 0.05 0.49 0.49 0.49 0.30 0.29 D.06 0.06 0.49 0.13 Vol/Sat: 0.08 0.02 D.02 0.17 0.17 0.17 0.19 0.18 0.32 0.08 0.21 0.06 Uniform Del: 21.9 22.1 22.1 26.0 26.0 26.0 8.2 9.4 8.0 14.0 20.5 17.2 Crit Moves: "•' "" 44" _ IncremntDel: 0.0 0.0 0.0 0.8 0.8 0.8 0.2 0.1 0.0 0.1 0.5 0.1 Green/Cycle: 0.32 0.32 0.32 0.32 0.32 0.32 0.68 0.60 0.60 0.53 0.45 0.45 Delay Ad): 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Volume/Cap: 0.27 0.08 0.08 0.53 0.53 0.53 0.28 0.30 0.53 0.15 0.47 0.13 Delay/Veh: 21.9 22.1 22.1 26.8 26.8 26.8 8.4 9.6 6.1 14.0 21.0 17.3 Uniform Del: 25.6 24.0 24.0 28.1 28.1 28.1 7.1 9.1 11.7 11.9 19.3 16.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.0D 1.00 1.00 1.00 1.00 1.00 IncremntDel: 0.3 0.1 0.1 1.2 1.2 1.2 0.2 0.1 0.6 0.1 0.4 0.1 AdjDel/Veh: 21.9 22.1 22.1 26.8 26.6 26.6 6.4 9.6 0.1 14.0 21.0 17.3 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DesignQueue: 1 0 1 1 1 7 9 8 1 1 13 3 Delay/Veh: 25.9 24.1 21.1 29.3 29.3 29.3 7.4 9.9 12.3 12.1 19.7 16.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 25.9 24.1 24.1 29.3 29.3 29.3 7.4 9.9 12.3 12.1 19.7 16.3 DesignQueue: 5 0 1 1 1 7 9 8 12 4 13 3 • t Traffix 7.1.0607 IC) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSCC , Denver, CO AM 2000 Thu Sep 21, 2000 09:21:33 Page 14-1 AM 2000 Thu Sep 21, 2000 09:21:33 Page 15-1 Level Of Service Computation Report Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) 1997 HCM Unsignalized Method (Future Volume Alternative) Intersection f7 CR 11/SH 66 Intersection f7 CR 11/SH 66 Average Delay (sec/veh): 11.4 Worst Casa Level Of Service: B Average Delay (sec/veh): 12.0 Worst Case Level Of Service: B Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R L - T - R ' I II II II I I II II II I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 1 0 0 0 0 0 0 11 0 0 0 0 II 0 1 D 0 1 0 0 Lanes: 1 0 0 0 0 0 0 11 0 0 0 0 1) 0 1 0 0 1 0 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 3 263 190 Base vol: 3 0 0 263 0 190 Growth Adj: 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.00 1.0 1.00 1.0 Initial Bee: 3 263 190 Initial Ilse: 3 0 0 263 0 190 User Adj: 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Added Vol: 0 0 0 13 0 53 PHF Adj: 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 PasserByVol: 0 0 0 0 0 0 PHF Volume: 3 263 190 Initial Fut: 3 0 0 276 0 243 Reduct Vol: 0 0 0 User Adj: 1.00 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.00 1.0 1.00 1.0 Final Vol.: 3 263 190 PHF Adj: 1.00 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.00 1.0 1.00 1.0 I II II II I PHF Volume: 3 0 0 276 0 243 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 Critical Gp: 6.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: 3 0 0 276 0 243 FollowUpTim: 3.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gap Module: I II II II I Critical Gp: 6.4 xxxx xxxxx xxxx xxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxx Capacity Module: FollowUpTim: 3.5 xxxx xxxxx xxxx xxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxx Cnflict Vol: 453 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx I II II II I Potent Cap.: 568 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Capacity Module: Move Cap.: 568 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: 519 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx I II II II I Patent Cap.: 521 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx - Level Of Service Module: Move Cap.: 521 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Stopped Del: 11.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx I II II II I LOS by Mow: B • • * * * • * • • • LeVel Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del: 12.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: B • * * * * * • • Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: • * • • • • * • • • Shared Cap.: xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: 11.4 xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: B * • * Shared LOS: • • • • • * • • • • - ApproachDei: 12.0 xxxxxx xxxxxx xxxxxx ApproachlOS: B • • • C. ---77 '"n ' 7---1 '.._.1 ^j ""'7 7.-7; ,----) c ^-I r '."'l r---1 PM 2000 Thu Sep 21, 2000 09:23:13 Page 1-1 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO PM 2000 Thu Sep 21, 2000 09:23:13 Page 4-1 Scenario Report Scenario: PM 2000 Turning Movement Report PM Command: Default Command Volume: PM 2000 Volume Northbound Southbound Eastbound Westbound Total Geometry: Default Geometry Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Impact Fee: Default Impact Fee Trip Generation: PM 61 SB I-25 Ramps/SN 66 Trip Distribution: Default Trip Distribution Base 0 0 0 34 0 215 0 546 163 139 374 0 1471 Paths: Default Paths Added 0 0 0 12 0 0 0 94 0 106 238 0 480 Routes: Default Routes Total 0 0 0 76 0 215 0 640 163 245 612 0 1951 Configuration: Default Configuration 42 NB I-25 Ramps/SH 66 Base 190 10 275 0 0 0 228 352 0 0 323 120 1498 Added 0 0 42 0 0 0 0 135 0 0 344 106 627 Total 190 10 317 0 0 0 228 487 0 0 667 226 2125 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO PM 2000 Thu Sep 21, 2000 09:23:13 Page 2-1 /3 Frontage Road/SR 66 Base 37 21 52 93 19 306 200 383 25 22 301 28 1487 Added 450 0 53 0 0 0 0 0 177 21 0 0 701 Trip Generation Report Total 487 21 105 93 19 306 200 383 202 43 301 28 2188 Forecast for PM 47 CR 11/SN 66 Base 1 0 2 0 0 0 1 152 1 1 180 0 338 Zone Rate Rate Trips Trips Total 1 Of Added 0 0 0 0 0 0 0 53 0 0 21 0 74 4 Subzone Amount Units In Out In Out Trips Total Total 1 0 2 0 0 0 1 205 1 1 201 0 412 6 4.60 Industrial Par 2.20 8.27 10 38 48 6.5 6 14.00 Restaurant 6.52 4.34 91 61 152 20.6 6 16.50 Office Park 4.24 24.04 70 397 467 63.4 6 115.00 Hotel 0.32 0.29 37 33 70 9.5 Zone 6 Subtotal 208 529 737 100.0 TOTAL 208 529 737 100.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSaC , Denver, CO PM 2000 Thu Sep 21, 2000 09:23:13 Page 3-1 Trip Distribution Report Percent Of Trips Default To Gates 1 2 3 4 5 Zone 6 20.0 20.0 45.0 10.0 5.0 Traffix 7.1.0601 (c) 1999 Dowling Assoc. Licensed to LSiC , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS4C , Denver, CO P14 2000 Thu Sep 21, 2000 10:05:20 Page 5-1 PM 2000 Thu Sep 21, 2000 10:05:28 Page 7-1 Intersection Volume Report Impact Analysis Report Base Volume Alternative Level Of Service Intersection Base Future Change Northbound Southbound Eastbound Westbound Del/ V/ Del/ V/ in Node Intersection L -- T -- R L -- T -- R L -- T -- R L -- T -- R LOS Veh C LOS Veh c I 1 SB I-25 Ramps/SH 66 C 20.9 0.000 F 351.1 0.000 + 0.000 V/C 1 SB I-25 Ramps 0 0 0 34 0 215 0 546 163 139 374 0 2 NB I-25 Ramps 190 10 275 0 0 0 228 352 0 0 323 0 6 2 NB I-25 Ramps/SH 66 F 251.0 0.000 F 844.7 0.000 + 0.000 V/C 3 Frontage Road 37 21 52 93 19 306 200 383 25 22 301 28 7 CR 11/SH 66 1 0 2 0 0 0 1 152 1 1 100 0 I 3 Frontage Road/SH 66 C 20.7 0.568 C 22.0 0.689 + 1.280 D/V 8 7 CR 11/SH 66 A 9.5 0.000 A 9.9 0.000 + 0.000 V/c Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS4C , Denver, CO PM 2000 Thu Sep 21, 2000 10:05:28 Page 6-1 = Intersection Volume Report Future Volume Alternative t. Northbound Southbound Eastbound Westbound Node Intersection L -- T -- R L -- T -- R L -- T -- R L -- T -- R 1 SB I-25 Ramps 0 0 0 76 0 215 0 640 163 245 612 0 2 NB 1-25 Ramps 190 10 311 0 0 0 228 487 0 0 667 0 3 Frontage Road 487 21 105 93 19 306 200 383 202 43 301 28 7 CR 11/SH 66 1 0 2 0 0 0 1 205 1 1 201 0 c i 7:71 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS4C , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO PM 2000 Thu Sep 21, 2000 09:23:16 Page 8-1 PM 2000 Thu Sep 21, 2000 09:23:16 Page 9-1 Level Of Service Computation Report Level Of Service Computation Report -- 1997 HCM Unsignalized Method (Base Volume Alternative) 1997 HCM Unsignalized Method (Future Volume Alternative) Intersection 61 5B I-25 Ramps/SH 66 Intersection 61 SB I-25 Ramps/SH 66 Average Delay (sac/veh): 20.9 Worst Case Level Of Service: C Average Delay Isec/veh): 357.1 Worst Case Level Of Service: F Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound ' Movement: L - T - R I. - T - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R L - T - R I II II II I I II II II I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 11 0 0 0 0 0 1 0 0 1 0 0 0 Lanes: 0 0 0 0 0 0 0 1: 0 0 D 0 0 1 0 0 1 0 0 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 0 34 215 0 546 163 139 374 0 Base Vol: 34 0 215 546 163 139 374 Growth Adj: 1.00 1.0 1.0 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.0 Initial lase: 0 34 215 0 546 163 139 374 0 Initial Rae: 34 0 215 546 163 139 374 User Adj: 1.00 1.0 1.0 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: 42 0 0 94 0 106 23B PHF Adj: 1.00 1.0 1.0 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PasserByVol: 0 0 0 0 0 0 0 PHF Volume: 0 34 215 V 546 163 139 374 0 Initial Fut: 76 0 215 640 163 245 612 Reduct Vol: 0 0 0 0 0 0 • 0 0 0 User Adj: 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.0 Final Vol.: 0 34 215 0 546 163 139 374 0 PHF Adj: 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.0 I II II II I PHF Volume: 76 0 215 640 163 245 612 Critical Gap Module: Redact Vol: 0 0 0 0 0 0 0 Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx Final Vol.: 76 0 215 640 163 245 612 FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx Critical Gap Mod le: I II II II I Critical Gp:xxxx xxx xxxx 6.4 xxxx 6.2 xxxx xxxx xxxxx 4.1 xxxx xxxx Capacity Module: FOllowUplim:xxxx xxx xxxx 3.5 xxxx 3.3 xxxx xxxx xxxxx 2.2 xxxx xxxx Cnflict Vol: xxxx xxxx xxxxx 1280 xxxx 374 xxxx xxxx xxxxx 709 xxxx xxxxx I II II II 1 Potent Cap.: xxxx xxxx xxxxx 185 xxxx 677 xxxx xxxx xxxxx 899 xxxx xxxxx Capacity Module: Move Cap.: xxxx xxxx xxxxx 161 xxxx 677 xxxx xxxx xxxxx 899 xxxx xxxxx Cnflict Vol: xxxx xxxx xxxxx 1824 xxxx 612 xxxx xxxx xxxxx 803 xxxx xxxxx I II II II I Potent Cap.: xxxx xxxx xxxxx 86 xxxx 497 xxxx xxxx xxxxx 830 xxxx xxxxx Level Of Service Module: Move Cap.: xxxx xxxx xxxxx 63 xxxx 497 xxxx xxxx xxxxx 830 xxxx xxxxx - Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.0 xxxx xxxxx I II 11 II I LOS by Move: • • • * • • • • • A • • Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RI LT - LTR - RT Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.3 xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx 471 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: • * • • • • • • • A • * Shrd StpDel:xxxxx xxxx xxxxx xxxxx 20.9 xxxxx xxxxx xxxx xxxxx 9.7 xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: * • • • C • • • • A • • Shared Cap.: xxxx xxxx xxxxx xxxx 178 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: xxxxxx 20.9 xxxxxx xxxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 357 xxxxx xxxxx xxxx xxxxx 11.1 xxxx xxxxx ApproachLOS: • C • • Shared LOS: * .• • * F • * • • B • ApproachDel: xxxxxx 357.1 xxxxxx xxxxxx ApproachLOS: • F • • It ''''', ri".' r.--) _In' '---1 713 '-'1 r"--1 !"--"I 71 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to L86C , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS6C , Denver, CO ' PM 2000 Thu Sep 21, 2000 09:23:16 Page 10-1 PM 2000 Thu Sep 21, 2000 09:23:16 Page 11-1 Level Of Service Computation Report Level Of Service Computation Report 1997 MOM Unsignalized Method (Base Volume Alternative) 1997 HCM Unsignalized Method (Future Volume Alternative) Intersection 82 NB 1-25 Ramps/SH 66 Intersection 42 NB 1-25 Ramps/SH 66 Average Delay (sec/veh): 251.0 Worst Case Level Of Service: F Average Delay (sec/veh): 844.7 • Worst Case Level Of Service: F Approach: North Bound South Bound East Bound Mest Bound Approach: North Bound South Bound East Bound west Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L -- T - R R L - T - R L - T - R- R L - T - R I II II II I I II II II I T Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Ignore Rights: Include Include Include Ignore Lanes: 0 0 11 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 Lanes: 0 0 11 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 I II II II I I II II II I ` Volume Module: Volume Module: Base Vol: 190 10 275 228 352 323 12 Base Vol: 190 10 275 0 0 228 352 0 323 120 Growth Adj: 1.00 1.00 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.0D 0.00 Initial Bee: 190 10 275 228 352 323 Initial Bee: 190 10 275 0 0 228 352 0 323 0 User Ad): 1.00 1.00 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 Added Vol: 0 0 42 0 0 0 135 0 344 106 PHF Adj: 1.00 1.00 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 PasiOrByVol: 0 0 0 0 0 0 0 0 0 0 PHF Volume: 190 10 275 228 352 323 Initial rut: 190 10 317 0 0 228 487 0 667 0 Reduct Vol: 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.0 1.00 1.00 0.00 Final Vol.: 190 10 275 228 352 323 PHF Adj: 1.00 1.00 1.00 1.0 1.00 1.0D 1.00 1.00 1.0 1.00 1.00 0.00 I II II II I PHF Volume: 190 10 317 0 0 228 487 0 667 0 Critical Gap Module: Reduct Vol: 0 0 0 . 0 0 D 0 0 0 0 Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx Final Vol.: 190 10 317 0 0 228 487 0 667 0 FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx Critical Gap Module: I II II II I Critical Gp: 6.4 6.5 6.2 xxxx xxxx xxxxx 4.1 xxxx xxxx xxxxx xxxx xxxxx Capacity Module: FollowUpTim: 3.5 4.0 3.3 xxxx xxxx xxxxx 2.2 xxxx xxxx xxxxx xxxx xxxxx Cnflict Vol: 1131 1131 352 xxxx xxxx xxxxx 323 xxxx xxxxx xxxx xxxx xxxxx I II II II I Potent Cap.; 227 205 696 xxxx xxxx xxxxx 1248 xxxx xxxxx xxxx xxxx xxxxx Capacity Module: Move Cap.: 190 162 696 xxxx xxxx xxxxx 1248 xxxx xxxxx xxxx xxxx xxxxx Cnflict Vol: 1610 1610 487 xxxx xxxx xxxxx 667 xxxx xxxxx xxxx xxxx xxxxx I II I I I I I Potent Cap.: 116 106 585 xxxx xxxx xxxxx 932 xxxx xxxxx xxxx xxxx xxxxx Level Of Service Module: Move Cap.: 91 76 585 xxxx xxxx xxxxx 932 xxxx xxxxx xxxx xxxx xxxxx - Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx I II II II I LOS by Move: * • • • • • A • • • * • Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.9 xxxx xxxxx xxxxx xxxx xxxxx Shared Cap.: xxxx 327 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by Move: * • • * • * A • • • • * Shrd StpDel:xxxxx 251 xxxxx xxxxx xxxx xxxxx 8.5 xxxx xxxxx xxxxx xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared LOS: • F * • * • A • * • • • Shared Cap.: xxxx 187 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: 251.0 xxxxxx xxxxxx xxxxxx Shrd StpDel:Xxxxx 845 xxxxx xxxxx xxxx xxxxx 10.1 xxxx xxxxx xxxxx xxxx xxxxx ApproachLOS: F ' • Shared LOS: • F • • * • B • ' • • • • ' ApproachDel: 844.7 xxxxxx xxxxxx xxxxxx _ ApproachLOS: F • • • i )4ITIGB - PM 2000 Thu Sep 21, 2000 14:59:26 Page 1-1 MITIGB - PM 2000 Thu Sep 21, 2000 15:01:25 Page 1-1 Level Of Service Computation Report Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) 1997 HCM Operations Method (Future Volume Alternative) . Intersection 41 SB I-25 Ramps/SN 66 Intersection 82 NB I-25 Ramps/SN 66 Cycle (sec): 100 Critical Vol./Cap. (X): 0.866 Cycle (sec): 100 Critical Vol./Cap. (X): 0.892 Lose Time (sec): 0 (Y+R - 4 sec) Average Delay (sec/veh): 18.6 Loss Time (sec): 0 (Y+R - 4 sec) Average Delay (sec/veh): 29.5 Optimal Cycle: 139 Level Of Service: B Optimal Cycle: 172 Level Of Service: C Approach: North Bound South Bound East Bound Nest Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T' - R L - T - R Movement: L - T - R L - T - R L - T - R T - R L - T - R I II II 11 I I II II II I Control: Protected Permitted Permitted Permitted Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Rights: Include Include Include Ignore Min. Green: 0 0 0 25 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 11 0 0 0 0 0 Lanes: 0 0 0 0 0 0 0 1) 0 0 0 0 0 1 0 0 1 0 0 0 Lanes: 0 0 1! 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 34 215 546 163 139 374 Base Vol: 190 10 275 228 352 0 323 12 Growth Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.00 1.00 0.0 Initial Bse: 34 215 546 163 139 374 Initial Bse: 190 10 275 228 352 0 323 Added Vol: 42 0 94 0 106 238 Added Vol: 0 0 47 0 135 0 344 10 PasserByVol: 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 Initial Fut: 76 215 640 163 245 612 Initial Fut: 190 10 317 228 467 0 667 User Ad): 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.00 1.00 1.00 1.0 • User Adj: 1.00 1.00 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.00 1.00 0.0 PHF Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.00 1.00 1.00 1.0 PHF Adj: 1.00 1.00 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.00 1.00 0.0 PHF Volume: 76 215 640 163 245 612 PHF Volume: 190 10 317 228 407 0 667 Reduct Vol: 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 Reduced Vol: 76 215 640 163 245 612 Reduced Vol: 190 10 317 228 487 0 667 PCE Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.00 1.00 1.00 1.0 PCE Adj: 1.00 1.00 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.00 1.00 0.0 MLF Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 1.00 1.00 1.00 1.0 MLF Adj: 1.00 1.00 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.00 1.00 0.0 Final Vol.: 76 215 640 163 245 612 Final Vol.: 19D 10 317 220 487 0 667 I II II II I I II II II I Saturation Flow Module: Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Sat/Lane: 1900 1900 190D 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.74 1.00 0.74 1.00 0.87 0.87 0.68 0.68 1.00 Adjustment: 0.67 0.67 0.67 1.00 1.00 1.00 0.78 0.78 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 0.26 0.00 0.74 0.00 0.80 0.20 0.29 0.71 0.00 Lanes: 0.37 0.02 0.61 0.00 0.00 0.00 0.32 0.68 0.00 0.00 1.00 0.00 Final Sat.: 0 0 0 368 0 1040 0 1322 337 372 928 0 Final Sat.: 466 25 778 0 0 0 471 1006 0 0 1900 0 I II II II I I II II II I Capacity Analysis Nodule: Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.21 0.00 0.21 0.00 0.48 0.48 0.66 0.66 0.00 Vol/Sat: 0.41 0.41 0.41 0.00 0.00 0.00 0.48 0.48 D.00 0.00 0.35 0.00 Crit Moves: **** **** Crit Moves: **** **" Green/Cycle: 0.00 0.00 0.00 0.25 0.00 0.25 0.00 0.75 0.75 0.75 0.75 0.00 Green/Cycle: 0.46 0.46 0.46 0.00 0.00 0.00 0.54 0.54 0.00 0.00 0.54 0.00 Volume/Cap: 0.00 0.00 0.00 0.83 0.00 0.83 0.00 0.65 0.65 0.08 0.08 0.00 Volume/Cap: 0.89 0.89 0.09 0.00 0.00 0.00 0.09 0.89 0.00 0.00 0.65 0.00 Uniform Del: 0.0 0.0 0.0 35.5 0.0 35.5 0.0 6.1 6.1 9.2 9.2 0.0 Uniform Del: 24.9 24.9 24.9 0.0 0.0 0.0 20.2 20.2 0.0 0.0 16.1 0.0 IncremntDel: 0.0 0.0 0.0 14.8 0.0 14.8 0.0 1.2 1.2 9.3 9.3 0.0 IncremntDel: 16,0 16.0 16.0 0.0 0.0 0.0 12.2 12.2 0.0 0.0 1.4 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Delay Adj: 1.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 Delay/Veh: 0.0 0.0 0.0 50.3 0.0 50.3 0.0 7.2 7.2 18.4 18.4 0.0 Delay/Veh: 40.9 40.9 40.9 0.0 0.0 0.0 32.5 32.5 0.0 0.0 17.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 50.3 0.0 50.3 0.0 7.2 7.2 18.4 16.4 0.0 AdjDel/Veh: 40.9 40.9 40.9 0.0 0.0 0.0 32.5 32.5 0.0 0.0 17.5 0.0 DesignQueue: 0 0 0 3 0 9 0 10 3 4 10 0 DesignQueue: 6 0 10 0 0 0 6 14 0 0 19 0 "_7 ""1 :"3 ;" "7 ".7 :71 -i x'7 = :'__l -'7 :-.771 ;`.n -.I -1 -"'1 ' ! Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LB4C , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO PM 2000 Thu Sep 21, 2000 10:05:28 Page 12-1 PM 2000 Thu Sep 21, 2000 10:05:28 Page 13-1 Level Of Service Computation Report Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) 1997 HCM Operations Method (Future Volume Alternative) Intersection /3 Frontage Road/SH 66 Intersection 13 Frontage Road/SH 66 cycle (sec): 100 Critical Vol./Cap. (X): 0.568 Cycle (sec): 100 Critical Vol./Cap. (X): 0.689 Loss Time (sec): 0 (Y+R - 4 sec) Average Delay (sec/veh): 20.7 Loss Time (sec): 0 (Y+R - 4 sec) Average Delay (sec/veh): 22.0 Optimal Cycle: 43 Level Of Service: C Optimal Cycle: 60 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R T - R L - T - R -. I II II II I I II II II I Control: Permitted Permitted Prot+Permit Prot+Permit Control: Permitted Permitted Prot+Permit Prot+Permit Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 20 0 14 20 0 0 0 0 0 0 0 Min. Green: 0 20 0 14 20 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 1 0 1 1 0 1 0 1 Lanes: 1 . 0 0 1 0 0 0 11 0 0 1 0 1 0 1 1 0 1 0 1 I II II II I I II II II 1 Volume Modulo: Volume Module: Base Vol: 37 21 52 93 19 306 200 363 25 22 301 28 Base Vol: 37 21 52 93 19 306 200 383 25 22 301 28 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 37 21 52 93 19 306 200 303 25 22 301 28 Initial Bse: 37 21 52 93 19 306 200 383 25 22 301 28 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Added Vol: ' 450 0 53 0 0 0 0 0 177 21 0 0 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PasserayVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 37 21 52 93 19 306 200 383 25 22 301 26 Initial Fut: 487 21 105 93 19 306 200 383 202 43 301 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 o user Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 37 21 52 93 19 306 200 303 25 22 301 28 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 • PHF Volume: 487 21 105 93 19 306 200 383 202 43 301 28 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 37 21 52 93 19 306 200 363 25 -22 301 28 Reduced Vol: 487 21 105 93 19 306 200 383 202 43 301 28 I II II II I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0D Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 487 21 105 93 19 306 200 383 202 43 301 28 Adjustment: 0.70 0.89 0.89 0.74 0.74 0.74 0.55 1.00 0.05 0.31 1.00 0.85 I II II II I - Lanes: 1.00 0.29 0.71 0.22 0.05 0.73 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: Final Sat.: 1326 480 1209 311 64 1024 1050 1900 1615 588 1900 1615 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.61 0.88 0.88 0.73 0.73 0.73 0.50 1.00 0.85 0.29 1.00 0.85 Capacity Analysis Module: Lanes: 1.00 0.17 0.83 0.22 0.05 0.73 1.00 1.00 1.00 1.00 1.00 1.00 Vol/sat: 0.03 0.04 0.04 0.30 0.30 0.30 0.19 0.20 0.02 0.04 0.16 0.02 Final Sat.: 1159 277 1385 307 63 1012 952 1900 1615 555 1900 1615 Crit Moves: •••• •**• u•• I II 1I II I Green/Cycle: 0.53 0.53 0.53 0.53 0.53 0.53 0.47 0.45 0.45 0.31 0.28 0.28 Capacity Analysis Module: Volume/Cap: 0.05 0.08 0.08 0.57 0.57 0.57 0.40 0.45 0.03 0.12 D.57 0.06 Vol/Sat: 0.42 0.08 0.08 0.30 D.30 0.30 0.21 0.20 0.13 0.08 0.16 0.02 Uniform Del: 11.6 11.7 11.7 16.0 16.0 16.0 16.9 19.2 15.5 25.5 30.9 26.5 Crit Moves: ••** ea" "'a IncrmntDel: 0.0 0.0 0.0 1.1 1.1 1.1 0.5 0.4 0.0 0.3 1.5 0.1 Green/Cycle: 0.61 0.61 0.61 0.61 0.61 0.61 0.39 0.35 0.35 0.21 0.23 0.23 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Volume/Cap: 0.69 0.12 0.12 0.50 0.50 0.50 0.54 0.58 0.36 0.29 0.69 0.08 • Delay/Veh: 11.6 11.8 11.0 17.1 17.1 17.1 17.4 19.5 15.6 25.0 32.4 26.5 Uniform Del: 13.2 8.3 0.3 10.9 10.9 10.9 22.3 26.5 24.2 28.8 35.2 30.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.0D 1.00 1.00 1.00 1.00 1.00 1.00 IncreentDel: 2.9 0.1 0.1 0.5 0.5 0.5 1.6 1.3 0.4 1.0 4.6 0.1 AdjDel/Veh: 11.6 11.8 11.8 17.1 17.1 17.1 17.4 19.5 15.6 25.8 32.4 26.5 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DesignQueue: 1 1 1 3 1 9 9 12 1 1 13 1 Delay/Veh: 16.0 8.3 8.3 11.4 11.4 11.4 23.9 27.8 24.6 29.9 39.9 30.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 16.0 8.3 8.3 11.4 11.4 11.4 23.9 27.8 24.6 29.9 39.9 30.3 DesignQueue: 11 0 2 2 0 7 10 15 8 2 13 1 t Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO PM 2000 Thu Sep 21, 2000 09:23:16 Page 14-1 PM 200D Thu Sep 21, 2000 09,23:16 Page 15-1 Level Of Service Computation Report Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) 1997 HCM Unsignalized Method (Future Volume Alternative) Intersection 47 CR 11/SH 66 Intersection /7 cR 11/SH 66 Average Delay (sec/veh): 9.5 Moist Case Level Of Service: A Average Delay (sec/Van): 9.9 Worst Case Level Of Service: A Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L -- T - R R L - T - R T - R L - T - R L - T - R I II II II I I II II II I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 11 0 0 0 0 11 0 0 0 0 11 0 1 0 1 0 0 0 Lanes: 0 0 11 0 0 0 0 11 0 0 0 0 1! 0 1 0 1 0 0 0 I II 11 II I I II II II I Volume Module: Volume Module: Base vol: 1 2 1 152 1 1 180 Base Vol: 1 2 1 152 1 1 180 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.0 Growth Adj: 1.00 1.0 1.0D 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.0 Initial Bee: 1 2 1 152 1 1 180 Initial Bse: 1 2 1 152 1 1 180 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.0 Added Vol: 0 0 0 53 0 0 21 PHF Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.0 PasserByVol: 0 0 0 0 0 0 0 PHF Volume: 1 2 1 152 1 1 100 Initial Flt: 1 2 1 205 1 1 201 Reduct Vol: 0 0 0 0 0 0 0 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.0 Final Vol.: 1 2 1 152 1 1 100 PHF Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 1.0 I II II II I PHF Volume: 1 2 1 205 1 1 201 Critical Gap Module: Reduct Vol: 0 0. 0 0 0 0 0 Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx 4.1 xxxx xxxxx Final Vol.: 1 2 1 205 1 1 201 FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx 2.2 xxxx xxxxx critical Gap Module: I II II . II I Critical Gp: 6.4 xxx 6.2 xxxx xxx xxxx 4.1 xxxx xxxxx 4.1 xxxx xxxxx Capacity Module: FollowUpTim: 3.5 xxx 3.3 xxxx xxx xxxx 2.2 xxxx xxxxx 2.2 xxxx xxxxx Cnflict Vol: 336 xxxx 152 xxxx xxxx xxxxx 180 xxxx xxxxx 153 xxxx xxxxx I II II II I Potent Cap.: 663 xxxx 900 xxxx xxxx xxxxx 1408 xxxx xxxxx 1440 xxxx xxxxx Capacity Module: Move Cap.: 663 xxxx 900 xxxx xxxx xxxxx 1408 xxxx xxxxx 1440 xxxx xxxxx Cnflict Vol: 410 xxxx 205 xxxx xxxx xxxxx 201 xxxx xxxxx 206 xxxx xxxxx I II II II I Potent Cap.: 602 xxxx 841 xxxx xxxx xxxxx 1383 xxxx xxxxx 1371 xxxx xxxxx Level Of Service Module: Move Cap.: 601 xxxx 841 xxxx xxxx xxxxx 1383 xxxx xxxxx 1377 xxxx xxxxx Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.6 xxxx xxxxx 7.5 xxxx xxxxx I II II II I LOS by Move: • • • • • • A • • A • • Level Of Service Module: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.6 xxxx xxxxx 7.6 xxxx xxxxx Shared Cap.: xxxx 004 xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LOS by love: • • • • • • A • • A • • Shrd StpDel:xxxxx 9.5 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx Movement: LT - LTR - RT LT - LTR - RT LT - LIR - RT LT - LIR - RT Shared LOS: • A • • • • • • • A • • Shared Cap.: xxxx 742 xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ApproachDel: 9.5 xxxxxx xxxxxx xxxxxx Shrd StpDel:xxxxx 9.9 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1.6 xxxx xxxxx ApproachLOS: A • a • Shared LOS: • A • • • • • A • ApproachDel: 9.9 xxxxxx xxxxxx xxxxxx ApproachLOS: A • • • . I.- . AM 2020 Bgrnd Thu Sep 21, 2000 10:46:15 Page 1-1 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSGC , Denver, CO AM 2020 Bgrnd Thu Sep 21, 2000 10:46:15 Page 3-1 rr Scenario Report Scenario: AM 2020 Trip Distribution Report Command: Default Command - Percent Of Trips Default Volume: AM 2020 Geometry: Default Geometry To Gates Impact Fee: Default Impact Fee 1 2 3 4 5 6 Trip Generation: AM Zone Trip Distribution: Default Trip Distribution Paths: Default Paths 1 15.0 15.0 35.0 10.0 20.0 5.0 Routes: Default Routes 2 15.0 15.0 35.0 10.0 20.0 5.0 Configuration: Default Configuration 3 15.0 15.0 35.0 10.0 20.0 5.0 4 15.0 15.0 35.0 10.0 20.0 5.0 5 15.0 15.0 35.0 10.0 20.0 5.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSiC , Denver, CO AM 2020 Bgrnd Thu Sep 21, 2000 10:46:15 Page 2-1 Trip Generation Report Forecast for AM Zone Rate Rate Trips Trips Total % Of I Subzone Amount Units In Out In Out Trips Total 1 243.94 Business Park 1.20 0.23 293 56 349 9.6 1 130.00 Residential 0.19 0.56 25 73 98 2.7 Zone 1 Subtotal 318 129 447 12.3 2 182.95 Shopping Cents 0.63 0.40 115 73 188 5.2 2 182.95 Business Park 1.20 0.23 220 42 262 7.2 2 195.00 Residential 0.19 0.56 37 109 146 4.0 Zone 2 Subtotal 372 224 596 16.3 3 487.87 Business Park 1.20 0.23 585 112 697 19.1 _ 3 423.00 Residential 0.19 0.56 80 237 317 8.7 Zone 3 Subtotal 665 349 1014 27.8 4 243.94 Business Park 1.20 0.23 293 56 349 9.6 4 260.00 Residential 0.19 0.56 49 146 195 5.3 Zone 4 Subtotal 342 202 544 14.9 m 5 731.81 Business Park 1.20 0.23 878 168 1046 28.7 Zone 5 Subtotal 878 168 1046 28.7 TOTAL 2575 1012 3647 100.0 Traffix 7.1.0607 (c) 1999 Dowling A.sot. Licensed to LSiC , Denver, CO - AM 2020 Bgrnd Thu Sep 21, 2000 10:46:15 Page 4-1 Turning Movement Report AM Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 41 SB I-25 Ramp./SH 66 Base 0 0 0 15 0 180 0 400 235 210 350 0 1450 Added 0 0 0 386 0 0 0 901 0 161 375 0 1823 Total 0 0 0 461 0 100 0 1301 235 371 725 0 3273 - e 42 NB I-25 Ramps/SH 66 Base 130 0 130 0 0 0 155 320 0 0 425 65 1225 Added 0 0 386 0 0 0 0 1280 0 0 536 161 2371 Total 130 0 516 0 0 0 155 1608 0 0 961 226 3596 • 43 Frontage Road/SH 66 Base 1 1 0 0 1 0 0 450 0 0 490 0 943 Added 83 56 5 3 17 33 171 1332 171 11 581 18 2461 Total 84 57 5 3 18 33 171 1782 171 11 1071 18 3424 44 CR 9.75/SN 66 Base 0 1 0 0 1 0 0 450 0 0 490 0 942 Added 393 93 45 5 57 44 220 374 730 86 173 26 2262 Total 393 94 45 5 58 44 228 824 738 86 663 26 3204 #7 CR 11/SH 66 Base 0 1 0 0 1 D 0 450 0 0 490 0 942 Added 112 72 41 8 44 33 171 58 195 72 141 44 991 Total 112 73 41 0 45 33 171 508 195 72 631 44 1933 i Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 1.1.0607 (c) 1999 Dowling Assoc. Licensed to LS4C , Denver, CO AM 2020 Bgrnd Thu Sep 21, 2000 10:46:16 Page 5-1 AM 2020 Bgrnd Thu Sep 21, 2000 10:46:16 Page 7-1 Intersection Volume Report Impact Analysis Report • Base Volume Alternative Level Of Service Intersection Base Future Change Northbound Southbound Eastbound Westbound Del/ V/ Del/ V/ in Node Intersection L -- T -- R L -- T -- R L -- T -- R L -- T -- R LOS Veh C LOS Veh C 8 1 SB I-25 Ramps/SH 66 B 19.4 0.212 C 22.8 0.722 + 3.390 D/V 1 SB I-25 Ramps 0 0 0 75 0 180 0 400 0 210 350 0 2 NB 1-25 Ramps 130 0 130 0 0 0 155 320 0 0 425 0 8 2 NB I-25 Ramps/SH 66 B 17.1 0.234 C 21.0 0.517 + 3.880 D/V r 3 Frontage Road 1 1 0 0 1 0 0 450 0 0 490 0 4 CR 9.75/SH 66 0 1 0 0 1 0 0 450 0 0 490 0 1 3 Frontage Road/SH 66 A 5.3 0.137 B 13.3 0.535 + 7.992 D/V 7 CR 11/SH 66 0 1 0 0 1 0 0 450 0 0 490 0 1 4 CR 9.75/SH 66 A 2.4 0.150 C 20.0 0.469 +17.622 D/v 1 7 CR 11/SH 66 A 2.4 0.136 B 17.2 0.389 ♦14.774 D/V Trellis 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSSC , Denver, CO AM 2020 Bgrnd Thu Sep 21, 2000 10:46:16 Page 6-1 Intersection Volume Report Future Volume Alternative Northbound Southbound Eastbound Westbound F Node Intersection 1 SB I-25 Ramps D 0 0 461 0 180 0 1301 0 371 725 0 2 NB 1-25 Ramps 130 0 516 0 0 0 155 1608 0 0 961 0 3 Frontage Road 84 57 5 3 18 33 171 1782 171 11 1071 18 4 CR 9.75/SN 66 393 94 45 5 58 44 228 824 730 86 663 26 7 CR 11/9H 66 112 73 41 0 45 33 171 508 195 72 631 44 J �-J -W..Z J tirJ ._.J ' f._-7 =3 -1 n 1 rH Wl :_.___J rrin _e•Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS6C , Denver, CO AM 2020 Bgrnd Thu Sep 21, 2000 10:46:16 Page 8-1 AM 2020 Bgrnd Thu Sep 21, 2000 10:46:16 Page 9-1 Level Of Service Computation Report Level Of Service Computation Report 1997 NCM Operations Method (Base Volume Alternative) 1997 HCM Operations Method (Future Volume Alternative) Intersection 41 SB I-25 Ramps/SH 66 Intersection 41 SB I-25 Ramps/614 66 Cycle (sec): 100 Critical Vol./Cap. (X): 0.212 Cycle (sec): 100 Critical Vol./Cap. (x): 0.722 Loss Time (see): 0 (Y+R - 4 sec) Average Delay (sec/veh): 19.4 Loss Time (sec): 0 (Y+R - 4 sec) Average Delay (sec/veh): 22.8 Optimal Cycle: 32 Level Of Service: B Optimal Cycle: 82 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R L - T - R I II II II I I II II II I Control: Protected Prot+Permit Protected Protected Control: Protected Prot+Permit Protected Protected Rights: Include Include Ignore Include Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 2 0 1 2 0 2 0 0 Lanes: 0 '0 0 0 0 1 0 0 0 1 0 0 2 0 1 2 0 2 0 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 75 180 400 23 210 350 Base Vol: 75 180 0 400 235 210 350 Growth Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 Growth Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.00 1.00 0.00 1.00 1.00 1.0 Initial Bee: 75 180 400 210 350 Initial Bee: 75 180 0 400 0 210 350 User Mj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 Added Vol: 386 0 0 901 0. 161 375 PHF Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 PasserByVol: 0 0 0 0 0 0 0 PHF Volume: 75 180 400 210 350 Initial Fut: 461 180 0 1301 0 371 725 Reduct Vol: 0 0 0 0 0 User Mj: 1.0 1.0 1.0 1.00 1.0 1.00 1.00 1.00 0.00 1.00 1.00 1.0 Reduced Vol: 75 180 400 210 350 PHF Mj: 1.0 1.0 1.0 1.00 1.0 1.00 1.00 1.00 0.00 1.00 1.00 1.0 PCE Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 flit Volume: 461 180 0 1301 0 371 725 MLF Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 Reduct vol: 0 0 0 0 0 0 0 Final Vol.: 75 180 400 210 350 Reduced Vol: 461 180 0 1301 0 371 725 I II II II I PcE Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.00 1.00 0.00 1.00 1.00 1.0 Saturation Flow Module:. MLF Mj: 1.0 1.0 1.0 1.00 1.0 1.00 1.00 1.00 0.00 1.00 1.00 1.0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 461 180 0 1301 0 371 725 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 1.00 0.95 1.00 0.92 0.95 1.00 I II II II I - Lanes: 0.0D 0.00 0.00 1.00 0.00 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Saturation Flow Module: Final Sat.: 0 0 0 1805 0 1615 0 3610 1900 3502 3610 0 Sat/Lane: 1900 190D 1900 1900 1900 190D 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 1.00 0.95 1.00 0.92 0.95 1.00 Capacity Analysis Module: Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Vol/Sat: 0.00 0.00 0.00 0.04 0.00 0.11 0.00 0.11 0.00 0.06 0.10 0.00 Final Sat.: 0 D 0 1805 0 1615 0 3610 1900 3502 3610 0 Crit Moves: "• •`s I II II II I Green/Cycle: 0.00 0.00 0.00 0.39 0.00 0.39 0.00 0.39 0.00 0.21 0.61 0.00 Capacity Analysis Module: Volume/Cap: 0.00 0.00 0.00 0.11 0.00 0.28 0.00 0.28 0.00 0.28 0.16 0.00 Vol/Sat: 0.00 0.00 0.00 0.26 0.0D 0.11 0.00 0.36 0.00 0.11 0.20 0.00 Uniform Del: 0.0 0.0 0.0 19.1 0.0 20.6 0.0 20.7 0.0 33.0 8.6 0.0 Crit Moves: ",' -,,,,5' "" • - IncremntDel: 0.0 0.0 0.0 0.1 0.0 0.2 0.0 0.1 0.0 0.2 0.0 0.0 Green/Cycle: 0.00 0.00 0.00 0.35 0.00 0.35 0.00 0.50 0.00 0.15 0.65 0.00 Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 Volume/Cap: 0.00 0.00 0.00 0.72 0.00 0.31 0.00 0.72 0.00 0.72 0.31 0.00 Delay/Veh: 0.0 0.0 0.0 19.2 0.0 20.8 0.0 20.9 0.0 33.2 8.7 0.0 Uniform Del: 0.0 0.0 0.0 28.0 0.0 23.5 D.0 19.6 0.0 40.7 7.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IncremntDel: 0.0 0.0 0.0 4.0 0.0 0.3 0.0 1.5 0.0 5.0 0.1 0.0 AdjDel/Veh: 0.0 0.0 0.0 19.2 0.0 20.8 0.0 20.9 0.0 33.2 8.7 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 DesignQueue: 0 0 0 3 0 6 0 14 0 9 8 0 Delay/Veh: 0.0 0.0 0.0 32.1 0.0 23.8 0.0 21.1 0.0 45.7 7.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 32.1 0.0 23.8 0.D 21.1 0.0 45.7 7.9 0.0 DesignQueue: 0 0 0 16 0 7 0 40 0 18 15 0 . s = 7__.-.J 771 1 723 .._..J 17, = = f„ J 7-1 71 = ! "---1 �.n -1 ren Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSO , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO AM 2020 Bgrnd Thu Sep 21, 2000 10:46:16 Page 10-1 AM 2020 Bgrnd Thu Sep 21, 2000 10:46:16 Page 11-1 Level Of Service Computation Report Level Of Service Computation Report 1997 NOM Operations Method (Base Volume Alternative) t997 HCM Operations Method (Future Volume Alternative) Intersection ►2 NB I-25 Ramps/SH 66 Intersection ►2 NB I-25 Ramps/SH 66 Cycle (sec): 100 Critical Vol./Cap: (X): 0.234 Cycle (sac): 100 Critical Vol./Cap. (X): 0.517 Loss Time (sec): 0 (TA - 4 sec) Average Delay (sac/veh): 17.1 Lose Time (sec): 0 MR - 4 sec) Average Delay (sec/veh): 21.0 = Optimal Cycle: 30 Level Of Service: B Optimal Cycle: 97 Level Of Service: C Approach: North Bound South Bound East Round West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R L - T - R I II II II I I II II II I Control: Prot-Permit Protected Protected Protected Control: ProtaPermit Protected Protected Protected . Rights: Include Include Include Ignore Rights: Include Include Include Ignore Min. Green: 20 0 0 0 0 0 10 0 0 0 0 0 Min. Gran: 20 0 0 0 0 0 10 0 0 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 2 0 2 0 0 0 0 2 0 1 Lanes: 1 0 0 0 1 0 0 0 0 0 2 0 2 0 0 0 0 2 0 1 I II II II I I II II II I volume Module: Volume Module: Base Vol: 130 130 155 320 425 6 Base Vol: 130 130 155 320 0 0 425 6 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 Growth Ad): 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 0.0 Initial Bse: 130 130 155 320 425 Initial Brie: 130 130 155 320 0 0 425 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 Added Vol: 0 386 0 1208 0 0 536 16 " PHF Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 PasserByVol: 0 0 0 0 0 0 0 PHF Volume: 130 130 155 320 425 Initial Fut: 130 516 155 1608 0 0 961 Reduct Vol: 0 0 0 0 0 User Adj: 1.00 1.0 .1.00 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 0.0 Reduced Vol: 130 130 155 320 425 PHF Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 0.D PCE Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 PHF Volume: 130 516 155 1608 0 0 961 MLF Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 Reduct Vol: 0 0 0 0 0 0 0 Final Vol.: 130 130 155 320 ' 425 Reduced Vol: 130 516 155 1608 0 0 961 I II II II I PCE Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 0.0 Saturation Flow Module: MLF Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 0.0 - Sat/Lane: 1900 1900 1900 1900 1900 1900 190D 1900 1900 1900 1900 1900 Final Vol.: 130 516 155 1608 0 0 961 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.92 0.95 1.00 1.00 0.95 1.00 I II II II I Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Saturation Flow Module: - Final Sat.: 1805 0 1615 0 0 0 3502 3610 0 0 3610 1900 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.92 0.95 1.00 1.00 0.95 1.00 Capacity Analysis Nodule: Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Vol/Sat: 0.07 0.00 0.08 0.00 0.00 0.00 0.04 0.09 0.00 0.00 0.12 0.00 Final Sat.: 1805 0 1615 0 0 0 3502 3610 0 0 3610 1900 Crit Moves: ""*a •ba aaaa I II II II I Green/Cycle: 0.31 0.00 0.31 0.00 0.00 0.00 0.19 0.69 0.00 0.00 0.50 0.00 Capacity Analysis Module: Volume/Cap: 0.23 0.00 0.26 0.00 0.00 0.00 0.23 0.13 0.00 0.00 0.23 0.00 Vol/Sat: 0.07 0.00 0.32 0.00 0.00 0.00 0.04 0.45 0.00 0.00 0.27 0.00 Uniform Del: 25.8 0.0 26.1 0.0 0.0 0.0 34.4 5.2 0.0 0.0 14.0 0.0 Crit Moves: lit** "a. ' as IncremntDel: 0.2 0.0 0.3 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.1 0.0 Green/Cycle: 0.42 0.00 0.42 0.00 0.00 0.00 0.10 0.58 0.00 0.00 0.48 0.00 Delay Adj: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 Volume/Cap: 0.17 0.00 0.76 0.00 0.00 0.00 0.44 0.76 0.00 0.00 0.55 0.00 Delay/Veh: 26.0 0.0 26.3 0.0 0.0 0.0 34.6 5.2 0.0 0.0 14.1 0.0 uniform Del: 18.3 0.0 24.9 0.0 0.0 0.0 42.4 15.7 0.0 0.0 18.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IncremntDel: 0.1 0.0 5.2 0.0 0.0 0.0 0.9 1.7 0.0 0.0 0.4 0.0 AdjDel/Veh: 26.0 0.0 26.3 0.0 0.0 0.0 34.6 5.2 0.0 0.0 14.1 0.0 Delay Adj: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 DesignQueue: 5 0 5 0 0 0 7 6 0 0 12 0 Delay/veh: 18.4 0.0 30.1 0.0 0.0 0.0 43.3 17.5 0.0 0.0 18.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 18.4 0.0 30.1 0.0 0.0 0.0 43.3 17.5 0.0 0.0 18.6 0.0 DesignQueue: 4 0 18 0 0 0 8 42 0 0 30 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSLC , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSiC , Denver, CO AM 2020 Bgrnd Thu Sep 21, 2000 10:46:16 Page 12-1 AM 2020 Bgrnd Thu Sep 21, 2000 10:46:16 Page 13-1 e Level Of Service Computation Report Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) 1997 HCM Operations Method (Future Volume Alternative) Intersection 43 Frontage Road/SH 66 Intersection 43 Frontage Road/SH 66 Cycle (sac): 100 Critical Vol./Cap. (A): 0.137 Cycle (sec): 100 Critical Vol./Cap. (E): 0.535 Loss Time (sec): 0 (Y+R • 4 sec) Average Delay (sec/veh): 5.3 Loss Time (sec): 0 (Y+R • 4 sec) Average Delay (sec/veh): 13.3 Optimal Cycle: 30 Level Of Service: A Optimal Cycle: 40 Level Of Service: B • Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R L - T - R I I) II II I I II II II I Control: Protected Permitted Prot+Permit Prot+Permit Control: Protected Permitted Prot+Permit ProtaPermit Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 10 20 0 0 20 0 0 0 0 0 0 0 Min. Green: 10 20 0 0 20 0 0 0 0 0 0 0 Lanes: 2 0 0 1 0 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 Lanes: 2 0 0 1 0 0 1 0 0 1 1 0 2 0 1 1 0 1 1 D I II II II I I II II II I Volume Module: Volume Module: Base Vol: 1 1 1 450 490 Base Vol: 1 1 0 1 0 0 450 0 0 490 0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Growth Adj: 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 1 1 1 450 490 Initial Bse: 1 1 0 1 0 0 450 0 0 490 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 .1.0 1.00 1.0 Added Vol: 83 56 3 17 33 171 1332 171 11 581 18 PHF Adj: 1.00 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 1 1 1 450 490 Initial Fut: 84 57 3 18 33 171 1782 171 11 1011 18 Reduct Vol: 0 0 0 0 0 User Adj: 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 1 1 1 450 490 PHF Adj: 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 PHF Volume: 84 57 3 18 33 171 1782 171 11 1071 18 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Reduct Vol: 0 0 0 0 0 D 0 0 0 0 0 Final Vol.: 1 1 1 450 490 Reduced Vol: 84 57 3 18 33 171 1782 171 11 1071 18 I II II II I PCE Adj: 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 84 57 3 18 33 171 1782 171 11 1071 18 Adjustment: 0.92 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 I II II II I Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 0.00 Saturation Flow Module: - Final Sat.: 3502 1900 0 0 1900 1900 1900 3610 1900 1900 3610 0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.92 0.99 0.99 0.98 0.98 0.85 0.34 0.95 0.85 0.09 0.95 0.95 Capacity Analysis Nodule: Lanes: 2.00 0.92 0.08 0.14 0.86 1.00 1.00 2.00 1.00 1.00 1.97 0.03 Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.00 0.14 0.00 Final Sat.: 3502 1726 151 266 1596 1615 655 3610 1615 169 3540 59 Crit Moves: •*** •" **** •"" I II II II I Green/Cycle: 0.10 0.30 0.00 0.00 0.20 0.00 0.00 0.70 0.00 0.00 0.70 0.00 Capacity Analysis Module: Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.18 0.00 0.00 0.19 0.00 Vol/Sat: 0.02 0.03 0.03 0.01 0.01 0.02 0.26 0.49 0.11 0.07 0.30 0.30 Uniform Del: 40.5 24.5 0.0 0.0 32.0 0.0 0.0 5.1 0.0 0.0 5.2 0.0 Crit Moves: •"" "" IncremntDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Green/Cycle: 0.10 0.30 0.30 0.20 0.20 0.20 0.70 0.69 0.69 0.54 0.53 0.53 Delay Adj: 1.00 1.0D 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Volume/Cap: 0.24 0.11 0.11 0.06 0.06 0.10 0.37 0.71 0.15 0.12 0.57 0.57 Delay/Veh: 40.5 24.5 0.0 0.0 32.0 0.0 0.0 5.2 0.0 0.0 5.2 0.0 Uniform Del: 41.5 25.3 25.3 32.4 32.4 32.7 8.6 9.4 5.3 16.4 15.6 15.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IncremntDel: 0.4 0.1 0.1 0.1 0.1 0.1 0.5 1.0 0.1 0.6 0.4 0.1 AdjDel/Veh: 40.5 24.5 D.0 0.0 32.0 0.0 0.0 5.2 0.0 0.0 5.2 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DesignQueue: 0 0 0 0 0 0 0 8 0 0 8 0 Delay/Veh: 41.9 25.4 25.4 32.4 32.4 32.8 9.1 10.4 5.4 17.0 16.0 16.0 e User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.9 25.4 25.4 32.4 32.4 32.8 9.1 10.4 5.4 17.0 16.0 16.0 DesignQueue: 4 2 0 0 1 1 8 35 3 1 30 1 : Traffix 7.1.0607 (C) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS4C , Denver, CO AM 2020 Bgrnd Thu Sep 21, 2000 10:46:16 Page 14-I AM 2020 Bernd Thu Sep 21, 2000 10:46:16 Page 15-1 Level Of Service Computation Report Level Of Service Computation Report 1997 NCM Operations Method (Base Volume Alternative) 1997 HCM Operations Method (Future Volume Alternative) Intersection 14 CR 9.75/SN 66 Intersection 04 CR 9.75/SN 66 Cycle (sec): 100 Critical Vo1./Cap. (X): 0.150 Cycle (sec): 100 • Critical Vol./Cap. (X): 0.469 Loss Time (sec): 0 (Y+R - 4 sec) Average Delay (sec/veh): 2.4 Loss Time (sec): 0 (Y+R • 4 sec) Average Delay (sec/veh): 20.0 Optimal Cycle: 27 Level Of Service: A Optimal Cycle: 55 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound ` Movement: L - T - R L - T - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R L - T -- R I II II II I I II II II I Control: Protected Prot+Permit Prot+Permit Prot+Permit Control: Protected Prot+Permit Prot+Permit Prot+Permit Rights: Include Ov1 Ovl Include Rights: Include Ovl Ovl Include )4in. Green: 0 20 0 0 20 0 0 0 0 0 0 0 Min. Green: 0 20 0 0 20 0 0 0 0 0 0 0 Lanes: 2 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 Lanes: 2 0 0 1 0 1 D 1 0 1 1 0 2 0 1 1 0 1 1 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 1 1 450 490 Base Vol: 0 1 0 0 1 0 0 450 0 0 490 0 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sae: 1 1 450 490 Initial Bs*: 0 1 0 0 1 0 0 450 0 0 490 0 User Adj: 1.1 1.10 1.1 1.1 1.10 1.1 1.1 1.10 1.1 1.1 1.10 1.1 Added Vol: 393 93 45 5 57 44 228 374 738 B6 173 26 PHF Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Passersyvol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 1 1 495 539 Initial Fut: 393 94 45 5 58 44 228 824 738 86 663 26 Reduct Vol: 0 0 0 0 User Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 Reduced Vol: 1 1 495 539 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PCE Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 PHF Volume: 432 103 50 6 64. 48 251 906 812 95 729 29 MLF Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 1 1 495 539 Reduced Vol: 432 103 50 6 64 48 251 906 812 95 729 29 I II II II I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 432 103 50 6 64 48 251 906 812 95 729 29 Adjustment: 0.97 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 I II II II I Lanes: 2.00 1.00 0.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 0.00 Saturation Flow Module: - Final Sat.: 3686 1900 0 1900 1900 1900 1900 3610 1900 1900 3610 0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1 II II II I Adjustment: 0.92 0.95 0.95 0.66 1.00 0.85 0.49 0.95 0.85 0.31 0.94 0.94 Capacity Analysis Module: Lanes: 2.00 0.67 0.33 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.92 0.06 Vol/sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.14 0.00 0.00 0.15 0.00 Final Sat.: 3502 1216 590 1256 1900 1615 932 3610 1615 584 3451 137 Ctit Moves: ***• **** *u+ I II II II - I Green/Cycle: 0.00 0.20 0.00 0.00 0.20 0.00 0.00 0.80 0.00 0.00 0.80 0.00 Capacity Analysis Module: Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.17 0.00 0.00 0.19 0.00 Vol/Sat: 0.12 0.06 0.06 0.00 0.03 0.03 0.27 0.25 0.50 0.16 0.21 0.21 Uniform Del: 0.0 32.0 0.0 0.0 32.0 0.0 0.0 2.3 0.0 0.0 2.4 0.0 Crit Moves: **** 7*** " **** 1*** _ IncremntDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 D.0 D.0 0.0 0.0 Green/Cycle: 0.18 0.20 0.20 0.38 0.20 0.45 0.62 0.55 0.72 0.45 0.38 0.38 Delay Adj: 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Volume/Cap: 0.69 0.42 0.42 0.01 0.17 0.07 0.43 0.46 0.69 0.36 0.56 0.56 Delay/Veh: 0.0 32.0 0.0 0.0 32.0 0.0 0.0 2.3 0.0 0.0 2.4 0.0 Uniform Del: 38.6 35.0 35.0 19.7 33.1 15.8 10.8 13.7 7.6 17.5 24.7 24.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0D 1.00 1.00 IncremntDel: 3.4 0.8 0.8 0.0 0.2 0.0 0.5 0.2 1.8 0.8 0.6 0.6 AdjDel/Veh: 0.0 32.0 0.0 0.0 32.0 0.0 0.0 2.3 0.0 0.0 2.4 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DeslgnQueue: 0 0 D 0 0 0 0 6 0 0 6 0 Delay/Veh: 42.0 35.B 35.8 19.7 33.3 15.8 11.3 13.9 9.5 18.3 25.3 25.3 F User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.0 35.8 35.8 19.7 33.3 15.8 11.3 13.9 9.5 18.3 25.3 25.3 DesignQueue: 20 5 2 0 3 1 11 24 14 5 27 1 Cli :71 '""7 =I :""7 7_"m "'7 ;`-1 -�'l 7 I 771 ^"1 "'1 r 7-1 7-1 77 i n Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSUC , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO AM 2020 Bgrnd Thu Sep 21, 2000 10:46:16 Page 16-1 AM 2020 Bgrnd Thu Sep 21, 2000 10:46:16 Page 17-1 - Level Of Service Computation Report Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) 1997 HCM Operations Method (Future Volume Alternative) Intersection 17 CR 11/SH 66 Intersection /7 CR 11/SH 66 .. Cycle (sec): 100 Critical Vol./Cap. (X): 0.136 Cycle (sec): 100 Critical Vol./Cap. (X): 0.389 Loss Time (sec): 0 (Y+R - 4 sec) Average Delay (sec/veh): 2.4 Loss Time (sec): 0 (Y+R - 4 sec) Average Delay (sec/veh): 17.2 Optimal Cycle: 26 Level Of Service: A Optimal Cycle: 37 Level Of Service: B Approach: North Bound South Bound Fast Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R- R L - T -- R I II II II I I II II II I - Control: Prot+Permit Prot+Permit Prot+Permit Prot+Permit Control: Prot+Permit Prot+Permit Prot+Permit Prot+Permit Rights: Include Include Ovl Include Rights: - Include Include Ovl Include Min. Green: 0 20 0 0 20 0 0 0 0 0 0 0 Min. Green: 0 20 0 0 20 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 0 1 1 0 1 1 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 0 1 1 0 1 1 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 1 1 450 0 490 Base Vol: 0 1 0 1 0 0 450 0 0 490 0 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.00 1.0 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bs*: 1 1 450 0 490 Initial Bse: 0 1 0 1 0 0 450 0 0 490 0 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.00 1.0 1.00 1.0 Added Vol: 112 72 41 44 33 171 58 195 72 141 44 PHF Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.00 1.0 1.00 1.0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 1 1 450 0 490 Initial Fut: 112 73 41 45 33 171 508 195 72 631 44 Reduct Vol: 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 1 1 450 0 490 PHF Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PCE Ad): 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.00 1.0 1.00 1.0 PHF Volume: 112 73 41 45 33 171 508 195 72 631 44 MLF Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.00 1.0 1.00 1.0 Redact Vol: 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 1 1 450 0 490 Reduced Vol: 112 73 41 45 33 171 508 195 72 631 44 I II II II I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 112 73 41 8 45 33 171 508 195 72 631 44 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 I II II II I Lanes: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 2.00 1.00 1.00 2.00 0.00 Saturation Flow Module: Final Sat.: 1900 1900 0 1900 1900 0 1900 3610 1900 1900 3610 0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.73 D.95 0.95 0.69 0.94 0.94 0.49 0.95 0.85 0.52 0.94 0.94 Capacity Analysis Module: Lanes: 1.00 0.64 0.36 1.00 0.58 0.42 1.00 2.00 1.00 1.00 1.87 0.13 Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.00 0.14 0.00 Final Sat.: 1394 1151 646 1303 1027 753 938 3610 1615 979 3341 233 Crit Moves: aa+a a*++ aaa+ at** I II II II I Green/Cycle: 0.00 0.20 0.00 0.00 0.20 0.00 0.00 0.80 0.00 0.00 0.80 0.00 Capacity Analysis Module: Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.16 0.00 0.00 0.17 0.00 Vol/Sat: 0.08 0.06 0.06 0.01 0.04 0.04 0.18 0.14 0.12 0.07 0.19 0.19 Uniform Del: 0.0 32.0 0.0 0.0 32.0 0.0 0.0 2.3 0.0 0.0 2.3 0.0 Crit Moves: 'aaa a"' "" "" IncreantDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Green/Cycle: 0.34 0.20 0.20 0.34 0.20 0.20 0.66 0.51 0.66 0.58 0.44 0.44 :7- Delay Adj: 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 D.00 0.00 1.00 0.00 Volume/Cap: 0.23 0.32 0.32 0.02 0.22 0.22 0.28 0.28 0.18 0.13 0.43 0.43 Delay/Veh: 0.0 32.0 0.0 0.0 32.0 0.0 0.0 2.3 0.0 0.0 2.3 0.0 Uniform Del: 23.0 34.2 34.2 21.8 33.5 33.5 7.8 13.9 6.B 9.5 19.5 19.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IncremntDel: 0.3 0.5 0.5 0.0 0.3 0.3 0.2 0.1 0.1 0.1 0.2 0.2 AdjDel/Veh: 0.0 32.0 0.0 0.0 32.0 0.0 0.0 2.3 0.0 0.0 2.3 0.0 Delay Ad): 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DesignQueue: 0 0 0 0 0 0 0 5 0 0 6 0 Delay/Veh: 23.3 34.7 34.7 21.8 33.8 33.8 8.0 14.0 6.9 9.6 19.7 19.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 23.3 34.7 34.7 21.8 33.8 33.8 8.0 14.0 6.9 9.6 19.7 19.7 DesignQueue: 5 3 2 0 2 1 8 14 4 3 21 1 PM 2020 Bgrnd Thu Sep 21, 2000 10:10:55 Page 1-1 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS4C , Denver, CO PM 2020 Bgrnd Thu Sop 21, 2000 10:10:55 Page 3-1 Scenario Report Scenario: PM 2020 Trip Distribution Report Command: Default Command Percent Of Trips Default Volume: PM 2020 Geometry: Default Geometry To Gates Impact Fee: Default Impact Fee 1 2 3 4 5 6 Trip Generation: PM Zone Trip Distribution: Default Trip Distribution Paths: Default Paths 1 15.0 15.0 35.0 10.0 20.0 5.0 Routes: Default Routes 2 15.0 15.0 35.0 10.0 20.0 5.0 Configuration: Default Configuration 3 15.0 15.0 35.0 10.0 20.0 5.0 4 15.0 15.0 35.0 10.0 20.0 5.0 5 15.0 15.0 35.0 10.0 20.0 5.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS4C , Denver, CO PM 2020 Bgrnd Thu Sep 21, 2000 10:48:55 Page 2-1 Trip Generation Report • Forecast for PM Zone Rate Rate Trips Trips Total % Of 0 Subzone Amount Units In Out In Out Trips Total 1 243.94 Business Park 0.30 0.99 73 242 315 7.6 1 130.00 Residential 0.65 0.36 85 47 132 3.2 Zone 1 Subtotal 150 289 447 10.8 2 182.95 Shopping Conte 1.80 1.95 329 357 606 16.6 2 182.95 Business Park 0.30 0.99 55 181 236 5.7 2 195.00 Residential 0.65 0.36 127 70 197 4.8 Zone 2 Subtotal 511 608 1119 27.0 3 487.87 Business Park 0.30 0.99 146 483 629 15.2 3 423.00 Residential 0.65 0.36 275 152 427 10.3 zone 3 Subtotal 421 635 1056 25.5 4 243.91 Business Park 0.30 0.99 73 242 315 7.6 4 260.00 Residential 0.65 0.36 169 94 263 6.3 ,_ Zone 4 Subtotal 242 336 578 13.9 • 5 731.81 Business Park 0.30 0.99 220 724 944 22.8 Zone 5 Subtotal 220 724 944 22.8 TOTAL 1552 2592 4144 100.0 s CJ = :z 'w'°] =3 =A = C = Ci = " ""1 = n r 3 ) I Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS4C , Denver, CO PM 2020 Bgrnd Thu Sep 21, 2000 10:48:55 Page 4-1 Turning Movement Report PM • Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume I1 SB I-25 Ramps/SH 66 Base 0 0 0 40 0 240 0 600 100 155 410 0 1625 Added 0 0 0 233 0 0 0 543 0 389 907 0 2072 Total 0 0 0 273 0 240 0 1143 180 544 1317 0 3697 12 NB I-25 Ramps/BH 66 Base 210 0 305 0 0 0 250 390 0 0 355 130 1640 Added 0 0 233 0 0 0 0 776 0 0 1296 389 2694 Total 210 0 538 0 0 0 250 1166 0 0 1651 519 4334 /3 Frontage Road/SH 66 Base 0 0 0 0 0 0 0 695 0 0 485 0 1180 Added 160 20 10 14 47 141 43 865 101 6 1383 4 2794 Total 160 20 10 14 47 141 43 1560 101 6 1868 4 3974 64 CR 9.75/SH 66 Base 0 0 0 0 0 0 0 695 0 0 485 0 1180 Added 801 66 94 22 92 188 57 265 568 67 404 7 2631 Total 801 66 94 22 92 188 57 960 568 67 889 7 3811 • 17 CR 11/SH 66 Base 0 0 0 0 0 0 0 695 0 0 485 0 1180 Added 253 52 82 36 72 141 43 141 198 . 61 03 11 1173 Total 253 52 02 36 72 141 43 836 198 61 568 11 2353 D Traffix 1.1.0607 (c) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS4C , Denver, CO PM 2020 Bgrnd Thu Sep 21, 2000 10:48:57 Page 5-1 PM 2020 Bernd Thu Sep 21, 2000 10:48:57 Page 7-1 Intersection Volume Report Impact Analysis Report Base Volume Alternative Level Of Service Intersection Base Future Change Northbound Southbound Eastbound Westbound Del/ V/ Dal/ V/ in Node Intersection L -- T -- R L -- T -- A L -- T -- R L -- T -- R LOS Veh C LOS Veh C / 1 SB I-25 Ramps/SH 66 B 18.3 0.233 B 18.5 0.623 + 0.217 D/V 1 SB I-25 Ramps 0 0 0 40 0 210 0 600 0 155 410 0 _ 2 NB I-25 Ramps 210 0 305 0 0 0 250 390 0 0 355 0 / 2 NB I-25 Ramps/SN 66 C 20.4 0.286 C 25.2 0.645 + 1.809 D/V •- 3 Frontage Road 0 0 0 0 0 0 0 695 0 0 485 0 4 CR 9.75/SH 66 0 0 0 0 0 0 0 695 0 0 485 0 1 3 Frontage Road/SH 66 A 0.0 0.193 A 9.4 0.626 + 9.362 D/V 7 CR 11/SN 66 0 0 0 0 0 0 0. 695 0 0 485 0 1 4 CR 9.75/SN 66 A 0.0 0.193 C 21.3 0.441 +21.261 D/V 4 7 CR 11/SN 66 A 0.0 0.193 B 19.5 0.530 +19.512 D/V Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO PH 2020 Bernd Thu Sep 21, 2000 10:48:57 Page 6-1 Intersection Volume Report Future Volume Alternative Northbound Southbound Eastbound Westbound . Node Intersection L -- T -- R L -- T -- R L -- T -- R L -- T -- R t 1 SB I-25 Ramps 0 0 0 273 0 240 0 1143 0 544 1317 0 2 NB I-25 Ramps 210 0 538 0 0 0 250 1166 0 0 1651 0 3 Frontage Road 160 20 10 14 47 141 43 1560 101 6 1060 4 . 4 CR 9.75/SN 66 001 66 94 22 92 188 57 960 568 67 889 7 7 CR 11/SN 66 253 52 82 36 72 141 43 836 198 61 568 11 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO PM 2020 Bgrnd Thu Sep 21, 2000 10:48:57 Page B-1 PM 2020 B9rnd Thu Sep 21, 2000 10:48:57 Page 9-1 Level Of Service Computation Report Level Of Service Com putation Report 1997 HCM Operations Method (Base Volume Alternative) 1997 HCM Operations Method (Future Volume Alternative) Intersection 41 SB I-25 Ramps/SH 66 Intersection 61 SB 1-25 Ramps/SH 66 ` Cycle (sec): 100 Critical Vol./Cap. (X): 0.233 Cycle (sec): 100 Critical Vol./Cap. (X): 0.623 Loss Time (sec): 0 (Y+R - 4 sec) Average Delay (sec/veh): 18.3 Loss Time (sec): 0 (Y+R - 4 sec) Average Delay (sec/veh): 18.5 Optimal Cycle: 36 Level Of Service: B Optimal Cycle: 61 Level Of Service: B ...... Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L . T - R L - T - R Movement: L - T - R L - T - R L - T - R R L - T - R I II II II I I II II II I Control: Protected Prot+Permit Protected Protected Control: Protected Prot+Permit Protected Protected Rights: Include Include Ignore Include Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 2 0 1 2 0 2 0 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 2 0 1 2 0 2 0 0 I II II II I I II II II I . Volume Module: Volume Module: Base Vol: 40 240 600 18 155 410 Base Vol: 40 240 600 180 155 410 Growth Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 Growth Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.00 1.00 1.00 1.0 Initial Bse: 40 240 600 155 410 Initial Bse: 40 240 600 0 155 410 User Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 Added Vol: 233 0 543 0 3B9 907 PHF Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 PassereyVol: 0 0 0 0 0 0 PHF Volume: 40 - 240 600 155 410 Initial Fut: 273 240 1143 0 544 1317 Reduct Vol: 0 0 0 0 0 User Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.00 1.00 1.00 1.0 Reduced Vol: 40 240 600 155 410 PHF Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.00 1.00 1.00 1.0 PCE Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 PHF Volume: 273 240 1143 0 544 1317 MLF Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 Reduct vol: 0 0 0 0 0 0 0 Final Vol.: 40 240 600 155 410 Reduced Vol: 273 0 240 1143 0 544 1317 I II II II I PCE Adj: 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.00 0.00 1.00 1.00 1.0 Saturation Flow Module: MLF Adj: 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.00 0.00 1.00 1.00 1.0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 273 0 240 1143 0 544 1317 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.05 1.00 0.95 1.00 0.92 0.95 1.00 I II II II I Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Saturation Flow Module: - Final Sat.: 0 0 0 1805 0 1615 0 3610 1900 3502 3610 0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 1.00 0.95 1.00 0.92 0.95 1.00 Capacity Analysis Module: Lanes: D.00 0.00 0.00 1.00 0.00 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.15 0.00 0.17 0.00 0.04 0.11 0.00 Final Sat.: 0 0 0 1805 0 1615 0 3610 1900 3502 3610 0 Crit Moves: •••• •-•• •••• -----------I II II II I Green/Cycle: 0.00 0.00 0.00 0.41 0.00 0.41 0.00 0.46 0.00 0.12 0.59 0.00 Capacity Analysis Module: Volume/Cap: 0.00 0.00 0.00 0.05 0.00 0.36 0.00 0.36 0.00 0.36 0.19 0.00 Vol/Sat: 0.00 0.00 0.00 0.15 0.00 0.15 0.00 0.32 0.00 0.16 0.36 0.00 Uniform Del: 0.0 0.0 0.0 17.6 0.0 20.2 0.0 17.3 0.0 40.2 9.7 0.0 Crit Moves: •••• ••• 7:IncremntDel: 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.1 0.0 0.5 0.0 0.0 Green/Cycle: 0.00 0.00 0.00 0.24 0.00 0.24 0.00 0.51 0.00 0.25 0.76 0.00 Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 Volume/Cap: 0.00 0.00 0.00 0.62 0.00 0.61 0.00 0.62 0.00 0.62 0.40 0.00 Delay/Veh: 0.0 0.0 0.0 17.6 0.0 20.5 0.0 17.4 0.0 40.7 9.7 0.0 Uniform Del: 0.0 0.0 0.0 33.8 0.0 33.7 0.0 17.7 0.0 33.4 4.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.0D 1.00 1.00 1.00 1.00 1.00 1.00 IncremntDel: 0.0 0.0 0.0 2.8 0.0 2.9 0.0 0.7 0.0 1.4 0.1 0.0 MjDel/Veh: 0.0 0.0 0.0 17.6 0.0 20.5 0.0 17.4 0.0 40.7 9.7 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 D.00 1.00 1.00 0.00 DesignQueue: 0 0 0 1 0 8 0 19 0 8 10 0 Delay/Veh: 0.0 0.0 0.0 36.6 0.0 36.5 0.0 18.4 0.0 34.8 4.8 0.0 ,. User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 36.6 0.0 36.5 0.0 18.4 0.0 34.8 4.8 0.0 DesignQueue: 0 0 0 12 0 10 0 34 0 24 20 0 Trellis 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSIC , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS4C , Denver, CO PM 2020 Bgrnd Thu Sep 21, 2000 10:48:57 Page 10-1 PM 2020 Bernd Thu Sep 21, 2000 10:48:57 Page 11-1 Level of Service Computation Report Level Of Service Computation Report 1997 RCM Operations Method (Base Volume Alternative) 1997 HCM Operations Method (Future Volume Alternative) Intersection #2 NB I-25 Ramps/SH 66 Intersection #2 NB I-25 Ramps/SH 66 Cycle (sec): 100 Critical Vol./Cap. (X): 0.206 Cycle (sec): 100 Critical Vol./Cap. (X): 0.645 Loss Time (sec): 0 (MR - 4 sec) Average Delay (sec/veh): 20.4 Loss Time (sec): 0 (YOR - 4 sec) Average Delay (sac/veh): 25.2 Optimal Cycle: 32 Level Of Service: C Optimal Cycle: 165 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound _ Movement: L - T - R L - T - R L - T - R L - T -- R Movement: L - T - R L - T - R L - T - R L - T - R I II II II I I II II II I - Control: Prot.Permit Protected Protected Protected Control: Prot+Permit Protected Protected Protected Rights: Include Include Include Ignore Rights: Include Include Include Ignore Min. Green: 20 0 0 0 0 0 10 0 D 0 0 0 Min. Green: 20 0 0 0 0 0 10 0 0 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 2 0 2 0 0 0 0 2 0 1 Lanes: 1 0 0 0 1 0 0 0 0 0 2 0 2 0 0 0 0 2 0 1 I II II II I I II II II I Volume Module: Volume Module: Baas Vol: 210 305 250 390 355 13 Base Vol: 210 305 250 390 D 355 130 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.00 1.00 0.00 Initial Bse: 210 305 250 390 355 Initial Bse: 210 305 250 390 0 355 0 User Mj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 Added Vol: 0 233 0 776 0 1296 389 PHF Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 PasserByVol: 0 0 0 0 0 0 0 PHF Volume: 210 305 250 390 355 . Initial Fut: 210 538 250 1166 0 1651 0 Reduct Val: 0 0 0 0 0 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.00 1.00 0.00 Reduced Vol: 210 305 250 390 355 PHF Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.00 1.00 0.00 PCE Mj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 PHF Volume: 210 538 250 1166 0 1651 0 MLF Mj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 Reduct Vol: 0 0 0 0 0 0 0 Final Vol.: 210 305 250 390 355 Reduced Vol: 210 538 250 1166 0 1651 0 I I) II II I PCE Mj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.00 1.00 0.00 Saturation Flow Module: MLF Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.00 1.00 0.00 Sat/Lane: 1900 1900 1900 1900 190D 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 210 538 250 1166 0 1651 0 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.92 0.95 1.00 1.00 0.95 1.00 I II II II I Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Saturation Flow Module: Final Sat.: 1805 0 1615 0 0 0 3502 3610 0 0 3610 1900 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.92 0.95 1.00 1.00 0.95 1.00 Capacity Analysis Module: Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Vol/Sat: 0.12 0.00 0.19 0.00 0.00 0.00 0.07 0.11 0.00 0.00 0.10 0.00 Final sat.: 1805 0 1615 0 0 0 3502 3610 0 0 3610 1900 Crit Moves: •*** I II II II I Green/Cycle: 0.41 0.00 0.41 0.00 0.00 0.00 0.25 0.59 0.00 0.00 0.34 0.00 Capacity Analysis Module: Volume/Cap: 0.29 0.00 0.46 0.00 0.00 0.00 0.29 0.18 0.00 0.00 0.29 0.00 Vol/Sat: 0.12 0.00 0.33 0.00 0.00 0.00 0.07 0.32 0.00 0.00 0.46 0.00 Uniform Del: 19.9 0.0 21.7 0.0 0.0 0.0 30.3 9.3 D.0 0.0 23.9 0.0 Crit Moves: '"' "" li IncremntDel: 0.2 0.0 0.5 0.0 0.0 0.0 D.2 0.0 0.0 0.0 0.1 0.0 Green/Cycle: 0.38 0.00 0.38 0.00 0.00 0.00 0.10 0.62 0.00 0.00 0.52 0.00 Delay Adj: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 Volume/Cap: D.31 0.00 0.88 0.00 0.00 0.00 0.71 0.52 0.00 0.00 0.88 0.00 Delay/Veh: 20.1 0.0 22.2 0.0 0.0 0.0 30.5 9.3 0.0 0.0 24.0 0.0 Uniform Del: 21.8 0.0 28.9 0.0 D.0 0.0 43.6 10.6 0.0 0.0 21.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IncremntDei: 0.3 0.0 13.7 0.0 0.0 0.0 6.8 0.2 0.0 0.0 5.1 0.0 AdjDel/Veh: 20.1 0.0 22.2 0.0 0.0 0.0 30.5 9.3 0.0 D.0 24.0 0.0 Delay Adj: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 DesignQueue: 7 0 10 0 0 0 11 9 0 0 13 0 Delay/Veh: 22.1 0.0 42.6 0.0 0.0 0.0 50.4 10.8 0.0 0.0 26.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4. AdjDel/Veh: 22.1 0.0 42.6 0.0 0.0 0.0 50.4 10.8 0.0 0.0 26.3 0.0 DesignQueue: 7 0 20 0 0 0 13 27 0 0 50 0 (3 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS4C , Denver, CO PM 2020 Bernd Thu Sep 21, 2000 10:48:57 Page 12-1 PM 2020 Bgrnd Thu Sep 21, 2000 10:48:57 Page 13-1 Level Of Service Computation Report Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) 1997 HCM Operations Method (Future Volume Alternative) Intersection 63 Frontage Road/SH 66 Intersection i3 Frontage Road/SH 66 Cycle (sec): 100 Critical Vol./Cap. (X): 0.193 Cycle (sec): 100 Critical Vol./Cap. (X): 0.626 Loss Time (sec): 0 (Y+R - 4 sec) Average Delay (sec/veh): 0.0 Loss Time (sac): 0 (Y+R • 4 sec) Average Delay (sec/veh): 9.4 - Optimal Cycle: 23 Level Of Service: A Optimal Cycle: 57 level Of Service: A • Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R- R L - T - R Movement: L - T - R L - T - R L - T - R T - R L - T - R I II II II I I II II II I Control: Protected Permitted Prot+Permit Prot+Permit Control: Protected Permitted Prot+Permit Prot+Permit Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 0 1 0 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 Lanes: 2 '0 0 1 0 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 695 485 Base Vol: 0 0 0 0 0 0 0 695 0 0 485 Growth Adj: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Initial Bse: 695 485 Initial Ilse: 0 0 0 0 0 0 0 695 0 0 485 User Adj: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Added Vol: ' 160 20 10 14 47 141 43 865 101 6 1383 PHF Adj: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 695 485 Initial Fut: 160 20 10 14 47. 141 43 1560 101 6 1860 Reduct Vol: 0 0 user Adj:, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Reduced Vol: 695 485 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 PCE Adj: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 PHF Volume: 160 20 10 14 47 141 43 1560 101 6 1868 MLF Adj: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 695 485 Reduced Vol: 160 20 10 14 41 141 43 1560 101 6 1868 I II II II I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Saturation Flow Module:. MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 160 20 10 14 47 141 43 1560 101 6 1868 Adjustment: 0.97 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 I II II II I Lanes: 2.00 1.00 0.00 0.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 D.00 Saturation Flow Module: Final Sat.: 3666 1900 0 0 1900 1900 1900 3610 1900 1900 3610 0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.92 0.95 0.95 0.85 0.85 0.85 0.11 0.95 0.85 0.13 0.95 0.95 Capacity Analysis Module: Lanes: 2.00 0.67 0.33 0.23 0.77 1.00 1.00 2.00 1.00 1.00 1.99 0.01 Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.00 0.13 0.00 Final Sat.: 3502 1203 602 371 1244 1615 216 3610 1615 254 3602 8 Crit Moves: **•* *••* I II II II I Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Capacity Analysis Module: - Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.00 0.13 0.00 Vol/Sat: 0.05 0.02 0.02 0.04 0.04 0.09 0.20 0.43 0.06 0.02 0.52 0.52 Uniform Del: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Crit Moves: •**• *••* •••* •••• Intro:m=4:1: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Green/Cycle: 0.07 0.20 0.20 0.13 0.13 0.13 0.80 0.80 0.80 0.77 0.77 0.77 • Delay Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.0D 0.00 1.00 0.00 Volume/Cap: 0.67 D.08 0.08 0.29 0.29 0.68 D.25 0.54 0.08 0.03 0.68 0.68 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Uniform Del: 45.5 32.8 32.8 39.4 39.4 41.5 6.9 3.6 2.2 4.0 5.6 5.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IncremntDel: 7.5 0.1 0.1 0.8 0.8 8.5 0.8 0.2 0.0 0.1 0.7 0.7 we Adjoel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 D.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4- DesignQueue: 0 0 0 0 0 0 0 0 0 0 0 0 Delay/Veh: 53.0 32.9 32.9 40.2 40.2 50.0 7.6 3.8 2.2 4.1 6.3 6.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 53.0 32.9 32.9 40.2 40.2 50.0 7.6 3.8 2.2 4.1 6.3 6.3 DesignQueue: B 1 0 1 2 1 2 20 1 0 28 0 • 10 fiD < J . • Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS6C , Denver, CO PM 2020 Bgrnd Thu Sep 21, 2000 10:48:57 Page 14-1 PM 2020 Bgrnd Thu Sep 21, 2000 10:48:57 Page 15-1 Level Of Service Computation Report Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) 1997 )KM Operations Method (Future Volume Alternative) Intersection /4 CR 9.75/SH 66 Intersection /4 CR 9.75/SH 66 Cycle (sec): 100 Critical Vol./Cap'. (X): 0.193 Cycle (sec): 100 Critical Vol./Cap. (X): 0.144 Loss Tina (sec): 0 (Tali - 4 sec) Average Delay (sec/veh): 0.0 Loss Time (sec): 0 (Y+R • 4 sec) Average Delay (sec/veh): 21.3 Optimal Cycle: 28 Level Of Service: A Optimal Cycle: 59 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound west Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R- R L - T - R I II II II I I II II II I Control: Protected Protaeermit Prot+Permit Prot+Permit Control: Protected Prot+Permit Prot+Permit Prot+Permit Rights: Include Ovl Ovl Include Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 Lanes: 2 0 0 1 0 1 0 1 D 1 1 0 2 0 1 1 0 1 1 0 I II II II I I II II II I volume Module: Volume Module: Base Vol: 695 485 Base Vol: 0 0 0 0 0 0 0 695 0 0 485 0 Growth Adj: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 695 485 Initial Ilse: 0 0 0 0 0 0 0 695 0 0 485 0 User Adj: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Added Vol: 801 66 94 22 92 188 57 265 568 67 404 7 PHF Adj: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 PaaserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 695 405 Initial tut: 801 66 94 22 92 188 57 960 568 67 889 7 Reduct Vol: 0 0 User Adj: 1.00 1.00 .1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 695 485 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PCE Adj: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 PHF Volume: BO1 66 94 22 92 188 57 960 568 67 889 7 MLF Adj: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 695 ' 485 Reduced Vol: 801 66 94 22 92 188 57 960 560 67 889 7 I II II II I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 801 66 94 22 92 188 57 960 568 67 089 7 Adjustment: 0.97 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 I II II II I - Lanes: 2.00 1.00 0.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 0.00 Saturation Flow Module: Final Sat.: 3686 1900 0 1900 1900 1900 1900 3610 1900 1900 3610 0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.92 0.91 0.91 0.54 1.00 0.85 0.26 0.95 D.85 0.24 0.95 0.95 Capacity Analysis Module: Lanes: 2.00 0.41 0.59 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02 Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.00 0.13 0.00 Final Sat.: 3502 715 1018 1021 1900 1615 491 3610 1615 464 3578 28 Cult Moves: +•++ I II II II I Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Capacity Analysis Module: Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.00 0.13 0.00 Vol/Sat: 0.23 0.09 0.09 0.02 D.05 0.12 0.12 0.27 0.35 0.14 0.25 0.25 Uniform Del: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Crit Moves: •••• xxxx •• IncrematDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Green/Cycle: 0.37 0.45 0.45 0.20 0.14 0.19 0.49 0.43 0.80 0.49 0.44 0.44 ) Delay Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Volume/Cap: 0.62 0.21 0.21 0.11 0.35 0.60 0.24 0.62 0.44 0.29 0.57 0.57 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Uniform Del: 25.7 16.7 16.7 32.8 39.1 36.9 15.8 22.0 3.0 16.2 21.2 21.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IncremntDel: 0.9 0.1 0.1 0.2 0.8 3.3 0.5 0.8 0.2 0.7 0.5 0.5 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 . P Designpueue: 0 0 0 0 0 0 0 0 0 0 0 0 Delay/Veh: 26.6 16.8 16.8 33.1 39.9 40.2 16.3 22.8 3.3 16.9 21.7 21.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7 AdjDel/Veh: 26.6 16.8 16.8 33.1 39.9 40.2 16.3 22.8 3.3 16.9 21.7 21.7 DesignQueue: 30 2 3 1 4 9 3 32 7 4 30 0 i . 4 0 =1 n 17 C3 =Al =I r-", r :._.ti ". "i m i ' '.3 = r t 4 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS4C , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS4C , Denver, CO PM 2020 Bgrnd Thu Sep 21, 2000 10:48:57 Page 16-1 PM 2020 Bgrnd Thu Sep 21, 2000 10:48:57 Page 17-1 i Level Of Service Computation Report Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) 1997 HCM Operations Method (Future Volume Alternative) Intersection /7 CR 11/SR 66 Intersection f7 CR 11/SH 66 Cycle (sec): 100 Critical Vol./Cap. (X): 0.193 Cycle (sac): 100 Critical Vol./Cap. (X): 0.530 Loos Time (sec): 0 (Y+R - 4 sec) Average Delay (sac/veh): 0.0 Loss Time (Sec): 0 (Y+R - 4 sec) Average Delay (sec/veh): 19.5 -- Optimal Cycle: 28 Level Of Service: A Optimal Cycle: 49 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T ,- R,- R L - T - R Movement: L - T - R L - T - R L - T - R L - T - R I II II II I I II II II I Control: Prot+Permit Prot+Permit Prot+Permit ProtaPermit Control: ProtaPermit Prot+Permit Prot+Permit Prot+Permit Rights: Include Include Ovl Include Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 0 1 1 0 1 1 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 0 1 1 0 1 1 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 695 485 Base Vol: 0 0 0 0 0 0 0 695 0 0 485 0 Growth Adj: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0D 1.00 1.00 Initial Bse: 695 485 Initial Boo: 0 0 0 0 0 0 0 695 0 0 485 0 User Adj: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 '1.0 1.00 1.0 Added vol: 253 52 82 36 72 141 43 141 198 61 03 11 PHF Adj: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 695 485 Initial Fut: 253 52 82 36 72 141 43 836 198 61 568 11 Reduct Vol: 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 Reduced Vol: 695 485 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0D 1.00 PCE Adj: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 PHF Volume: 253 52 82 36 72 141 43 836 198 61 568 11 MLF Adj: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 695 485 Reduced vol: 253 52 82 36 72 141 43 836 198 61 568 11 I II II II I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 253 52 82 36 72 141 43 836 198 61 568 11 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 I II II II I - Lanes: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 2.00 1.00 1.00 2.00 0.00 Saturation Flow Module: Final Sat.: 1900 1900 0 1900 1900 0 1900 3610 1900 1900 3610 0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.67 0.91 0.91 0.66 0.90 0.90 0.40 0.95 0.85 0.29 0.95 0.95 Capacity Analysis Module: Lanes: 1.00 0.39 0.61 1.00 0.34 0.66 1.00 2.00 1.00 1.00 1.96 0.04 Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.00 0.13 0.00 Final Sat.: 1267 669 1056 1247 579 1133 758 3610 1615 552 3531 68 Crit Moves: "" I II II II I Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Capacity Analysis Module: Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.00 0.13 0.00 Vol/Sat: 0.20 0.08 0.08 0.03 0.12 0.12 0.06 0.23 0.12 0.11 0.16 0.16 = Uniform Del: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Crit Moves: "" "" "" 1 IncremntDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Green/Cycle: 0.50 0.40 0.40 0.34 0.23 0.23 0.50 0.44 0.70 0.50 0.44 0.44 Delay Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Volume/Cap: 0.40 0.20 0.20 0.09 0.53 0.53 0.11 0.53 0.17 0.22 0.37 0.37 Delay/Vah: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Uniform Del: 15.3 19.1 19.7 22.6 33.4 33.4 13.5 20.6 5.1 14.8 18.9 18.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IncremntDel: 0.4 0.1 0.1 0.1 1.3 1.3 0.1 0.3 0.1 0.4 0.1 0.1. i AdjDel/Vah: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 r DesignQueue: 0 0 0 0 0 0 0 0 0 0 0 0 Delay/Veh: 15.7 19.8 19.8 22.6 34.8 34.8 13.6 21.0 5.2 15.2 19.1 19.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - Adjoel/Vah: 15.7 19.8 19.8 22.6 34.8 34.8 13.6 21.0 5.2 15.2 19.1 19.1 I DesignQueue: 11 2 3 2 3 6 2 28 3 3 19 0 AM 2020 Thu Sep 21, 2000 10:50:47 Page 1-1 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS6C , Denver, CO AM 2020 Thu Sep 21, 2000 10:50:67 Page 3-1 Scenario Report Scenario: AM 2020 Trip Distribution Report Command: Default Command Percent Of Trips Default Volume: AM 2020 Geometry: Default Geometry To Gates Impact Fee: Default Impact Fee 1 2 3 4 • 5 6 Trip Generation: AM Zone Trip Distribution: Default Trip Distribution Paths: Default Paths 1 15.0 15.0 35.0 10.0 20.0 5.0 Routes: Default Routes 2 - 15.0 15.0 35.0 10.0 20.0 5.0 Configuration: Default Configuration • 3 15.0 15.0 35.0 10.0 20.0 5.0 4 15.0 15.0 35.0 10.0 20.0 5.0 5 15.0 15.0 35.0 10.0 20.0 5.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS6C , Denver, CO 6 15.0 15.0 35.0 10.0 20.0 5.0 AM 2020 Thu Sep 21, 2000 10:50:47 Page 2-1 Trip Generation Report Forecast for AM Zone Rate Rate Trips Trips Total 6 Of 8 Subzone Amount Units In Out In Out Trips Total 1 243.94 Business Park 1.20 0.23 293 56 349 8.1 1 130.00 Residential 0.19 0.56 25 73 98 2.3 Zone 1 Subtotal 318 129 447 10.4 2 182.95 Shopping Conte 0.63 0.40 115 73 180 4.4 2 182.95 Business Park 1.20 0.23 220 42 262 6.1 2 195.00 Residential 0.19 0.56 37 109 146 3.4 Zone 2 Subtotal 372 224 596 13.0 - 3 487.87 Business Park 1.20 0.23 585 112 697 16.2 3 423.00 Residential 0.19 0.56 BO 237 317 7.4 . Zone 3 Subtotal 665 349 1014 23.5 4 243.94 Business Park 1.20 0.23 293 56 349 0.1 4 260.00 Residential 0.19 0.56 49 146 195 4.5 Zone 4 Subtotal 342 202 544 12.6 - 5 731.81 Business Park 1.20 0.23 078 168 1046 24.3 Zone S Subtotal 878 168 1046 24.3 6 4.60 Industrial Par 8.44 1.73 39 8 47 1.1 k ® 6 14.00 Restaurant 4.82 4.45 67. 62 129 3.0 6 16.50 Office Park 23.60 2.05 389 34 423 9.8 6 115.00 Motel 0.34 0.22 39 25 64 1.5 -- Zona 6 Subtotal 534 129 663 15.4 TOTAL 3109 1201 4310 100.0 Trellis 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS4C , Denver, CO y/ F.•/ AM 2020 Thu Sep 21, 2000 10:50:47 Page 4-1 Turning Movement Report AM Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 81 SB I-25 Ramps/SH 66 Base 0 0 0 75 0 180 0 400 235 210 350 0 1450 Added 0 0 0 466 0 0 0 108$ 0 180 420 0 2154 Total 0 0 0 541 0 100 0 1488 235 390 770 0 3604 82 NB 1-25 Ramps/SH 66 Base 130 0 130 0 0 0 155 320 0 0 425 65 1225 Added 0 0 466 0 0 0 0 1555 0 0 601 100 2802 Total 130 0 596 0 0 0 155 1875 0 0 1026 245 4027 83 Frontage Road/SH 66 Base 1 1 0 0 1 0 0 450 0 0 490 0 943 Added 167 62 17 3 44 33 171 1332 518 65 581 18 3011 Total 168 63 17 3 45 33 171 1782 518 65 1071 18 3954 /4 CR 9.75/SH 66 Base 0 1 0 0 1 0 0 450 0 0 490 0 942 Added 393 93 45 5 57 44 228 307 738 86 227 26 2329 • Total 393 94 45 5 58 44 220 837 738 86 717 26 3271 47 CR 11/SH 66 Base 0 1 0 0 1 0 0 450 0 0 490 0 942 Added 112 72 41 8 44 33 171 71 195 72 195 44 1058 Total 112 73 41 8 45 33 171 521 195 72 685 44 2000 i a. f Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSGC , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS4C , Denver, CO AN 2020 Thu Sep 21, 2000 10:50:49 Page 5-1 AN 2020 Thu Sep 21, 2000 10:50:49 Page 7-1 Intersection Volume Report Impact Analysis Report Base Volume Alternative Level Of Service Intersection Base Future Change Northbound Southbound Eastbound Westbound Del/ V/ Del/ V/ in Node Intersection L -- T -- R L -- R -- R L -- T -- R L -- T -- R LOS Veh C LOS Veh C 6 1 SB I-25 Ramps/SH 66 B 19.4 0.212 C 26.1 0.823 + 6.713 D/V 1 SB I-25 Ramps 0 0 0 75 0 100 0 400 0 210 350 0 2 NB I-25 Ramps 130 0 130 0 0 0 155 320 0 0 425 0 0 2 NB I-25 Ramps/SH 66 B 17.1 0.234 C 25.4 0.591 + 8.354 D/V z 3 Frontage Road 1 1 0 0 1 0 0 450 0 0 490 0 4 CR 9.75/SH 66 0 1 0 0 1 0 0 450 0 0 490 0 13 Frontage Road/SN 66 A 5.3 0.137 B 15.4 0.607 +10.117 D/V 7 CR 11/8H 66 0 1 0 0 1 0 0 450 0 0 490 0 4 4 CR 9.75/SH 66 A 2.4 0.150 C 20.1 0.485 +17.607 D/V 4 7 CR 11/SH 66 A 2.4 0.136 B 16.9 0.404 +14.483 D/V • Traffix 7.1.0607 (c) 1999 Dowling ASSOC. Licensed to LSIC„ Denver, CO AM 2020 Thu Sep 21, 2000 10:50:49 Page 6-1 Intersection Volume Report Future Volume Alternative Northbound Southbound Eastbound Westbound i Node Intersection 1 SB I-25 Ramps 0 0 0 541 0 180 0 1480 0 390 770 0 2 NB I-25 Ramps 130 0 596 0 0 0 155 1875 0 0 1026 0 3 Frontage Road 168 63 17 3 45 33 171 1782 518 65 1071 18 4 CR 9.75/SH 66 393 94 45 5 50 44 228 837 738 86 717 26 7 CR 11/9H 66 112 73 41 8 45 33 171 521 195 72 685 44 3 ,77, =I = [-I ,,.= = (--..n = i-_-_,_-] : Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSIC , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSIC , Denver, CO AM 2020 Thu Sep 21, 2000 10:50:49 Page 8-1 AM 2020 Thu Sep 21, 2000 10:50:49 Page 9-1 Level Of Service Computation Report Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) 1991 HCM Operations Method (Future Volume Alternative) Intersection #1 SB I-25 Ramps/SR 66 Intersection 01 SB I-25 Ramps/SH 66 . Cycle (sec): 100 Critical Vol./Cap. (X): 0.212 Cycle (sec): 100 Critical Vol./Cap. (X): 0.823 Loss Time (sec): 0 (Tit - 4 sec) Average Delay (sec/veh): 19.4 Loss Time (sec): 0 (I+R • 4 sec) Average Delay (sec/veh): 26.1 — Optimal Cycle: 32 Level Of Service: B Optimal Cycle: 129 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound Nest Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R L - T - R I II II II I I II II II I Control: Protected Prot+Permit Protected Protected Control: Protected ProtaPermit Protected Protected Rights: Include Include Ignore Include Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 2 0 1 2 0 2 0 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 2 0 1 2 0 2 0 0 I II II II I I II II II I volume Module: Volume Module: Base Vol: 75 180 400 23 210 350 Base Vol: 75 180 400 23 210 350 Growth Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 Growth Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 Initial Else: 75 180 400 210 350 Initial Ilse: 75 180 400 210 350 User Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 Added Vol: 466 0 1088 180 420 PHF Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 PasserByVol: 0 0 0 0 0 PHF volume: 75 180 400 210 350 Initial Fut: 541 180 1488 390 770 Reduct Vol: 0 0 0 0 0 User Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 Reduced vol: 75 180 400 210 350 PHF Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 PCE Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 PHF Volume: 541 180 1489 390 170 MLF Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 Reduct Vol: 0 0 0 0 0 Final Vol.: 75 180 400 ' 210 350 Reduced Vol: 541. 180 1488 390 770 I II II II I PCE Ad): 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.D 1.00 1.00 1.0 Saturation Flow Module: MLF Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 541 180 1488 390 770 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 1.00 0.95 1.00 0.92 0.95 1.00 I II II II 1 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Saturation Flow Module: Final Sat.: 0 0 0 1805 0 1615 0 3610 1900 3502 3610 0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II 1 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 1.00 0.95 1.00 0.92 0.95 1.00 Capacity Analysis Module: Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 2.0D 1.0D 2.00 2.00 0.00 Vol/Sat: 0.00 0.00 0.00 0.04 0.00 0.11 0.00 0.11 0.00 0.06 0.10 d.00 Final Sat.: 0 0 0 1805 0 1615 0 3610 1900 3502 3610 0 Crit Moves: "+• .". "" I 11 II II I Green/Cycle: 0.00 0.00 0.00 0.39 0.00 0.39 D.00 0.39 0.00 0.21 0.61 0.00 Capacity Analysis Module: Volume/Cap: 0.00 0.00 0.00 0.11 0.00 0.28 0.00 0.28 0.00 0.28 0.16 0.00 Vol/Sat: 0.00 0.00 0.00 0.30 0.00 0.11 0.00 0.41 0.00 0.11 0.21 0.00 Uniform Del: 0.0 0.0 0.0 19.1 0.0 20.6 0.0 20.7 0.0 33.0 8.6 0.0 Grit Moves: •• • "" "44 IncremntDel: 0.0 0.0 0.0 0.1 0.0 0.2 0.0 0.1 0.0 0.2 0.0 0.0 Green/Cycle: 0.00 0.00 0.00 0.36 0.00 0.36 0.00 0.50 0.00 0.14 0.64 0.00 Delay Ad): 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 Volume/Cap: 0.00 0.00 0.00 0.82 0.00 0.31 0.00 0.82 0.00 0.82 0.34 0.00 Delay/Veh: 0.0 0.0 0.0 19.2 0.0 20.8 0.0 20.9 0.0 33.2 8.7 0.0 Uniform Del: 0.0 0.0 0.0 28.9 0.0 22.8 0.0 21.2 0.0 42.1 8.4 0.0 . User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IncremniDel: 0.0 0.0 0.0 8.3 0.0 0.3 0.0 3.2 0.0 11.1 0.1 0.0 AdjDel/Veh: 0.0 0.0 0.0 19.2 0.0 20.8 0.0 20.9 0.0 33.2 8.7 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 D.00 DesignOueue: 0 0 0 3 0 6 0 14 0 9 8 0 Delay/Veh: 0.0 0.0 0.0 37.2 0.0 23.1 0.0 24.4 0.0 53.2 8.5 0.010 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDe1/Veh: 0.0 0.0 0.0 37.2 0.0 23.1 0.0 24.4 0.0 53.2 8.5 0.0 DesignQueue: 0 0 0 21 0 7 0 46 0 19 16 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS4C , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to I.SiC , Denver, CO AM 2020 Thu Sep 21, 2000 10:50:49 , Page 1D-1 AM 2020 Thu Sep 21, 2000 10:50:49 Page 11-1 1 Level Of Service Computation Report Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) 1997 14CM Operations Method (Future Volume Alternative) Intersection 62 NB I-25 Ramps/SH 66 Intersection 62 NB 1-25 Ramps/SH 66 Cycle (sec): 100 Critical Vol./Cap. (X): 0.234 Cycle (sec): 100 Critical Vol./Cap. (X): 0.591 Loss Time (sec): 0 (IA - 4 sec) Average Delay (sac/veh): 17.1 Loss Time (sec): 0 (Y4R - 4 sec) Average Delay (sec/veh): 25.4 _ Optimal Cycle: 30 Level Of Service: 8 Optimal Cycle: 180 Level Of Service: C - Approach: North Bound South Bound East Bound Nest Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T .- R L - T - R Movement: L - T - R L - T - R L - T - R L - T - R I II II II I I II II II I Control: Prot4Permit Protected Protected Protected Control: Prot.Permit Protected Protected Protected Rights: Include Include Include Ignore Rights: Include Include Include Ignore Min. Green: 20 0 0 0 0 0 10 0 0 0 0 0 Min. Green: 20 0 0 0 0 0 10 0 0 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 2 0 2 0 0 0 0 2 0 1 Lanes: 1 0 0 0 1 0 0 0 0 0 2 0 2 0 0 0 0 2 0 1 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 130 130 155 320 425 6 Base Vol: 130 130 155 320 0 425 6 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.00 1.00 0.0 Initial Bse: 130 130 155 320 425 Initial Bse: 130 130 155 320 0 425 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 '1.0 1.00 0.0 Added Vol: 0 466 0 1555 0 601 18 PHF Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 PasserByVol: 0 0 0 0 0 0 PHF Volume: 130 130 155 320 425 Initial Fut: 130 596 155 1815 0 1026 Reduct Vol: 0 0 0 0 0 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.00 1.00 0.0 Reduced Vol: 130 130 155 320 425 PHF Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.00 1.00 0.0 PCE Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 PHF Volume: 130 596 155 1875 0 1026 MLF Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 Reduct Vol: 0 D 0 0 0 0 Final Vol.: 130 130 155 320 425 Reduced Vol: 130 596 155 1875 0 1026 I II II II I PCE Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.00 1.00 0.0 Saturation Flow Module: MLF Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.00 1.00 0.0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 130 596 155 1875 0 1026 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.92 0.95 1.00 1.00 0.95 1.00 I II II II I Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Saturation Flow Module: Final Sat.: 1805 0 1615 0 0 0 3502 3610 0 0 3610 1900 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.92 0.95 1.00 1.00 0.95 1.00 Capacity Analysis Module: _ Lanes: 1.00 D.00 1.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Vol/Sat: 0.07 0.00 0.08 0.00 0.00 0.00 0.04 0.09 0.00 0.00 0.12 0.00 Final Sat.: 1805 0 1615 0 0 0 3502 3610 0 0 3610 1900 Crit Moves: •••• **** •••• I II II II I Green/Cycle: 0.31 0.00 0.31 0.00 0.00 0.00 0.19 0.69 0.00 0.00 0.50 0.00 Capacity Analysis Module: Volume/Cap: 0.23 0.00 0.26 0.00 0.00 0.00 0.23 0.14 0.00 0.00 0.23 0.00 Vol/Sat: 0.07 0.00 0.37 0.00 0.00 0.00 0.04 0.52 0.00 0.00 0.28 0.00 - Uniform Del: 25.8 0.0 26.1 0.0 0.0 0.0 34.4 5.2 0.0 0.0 14.0 0.0 crit Moves: •"• "' •••• IncremntDel: 0.2 0.0 0.3 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.1 0.0 Green/Cycle: 0.42 0.00 0.42 0.00 0.00 0.00 0.10 0.58 0.00 0.00 0.48 0.00 Delay Adj: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 Volume/Cap: 0.17 0.00 0.89 0.00 0.00 0.00 0.44 0.89 0.00 0.00 0.59 0.00 Delay/Veh: 26.0 0.0 26.3 0.0 0.0 0.0 34.6 5.2 0.0 0.0 14.1 0.0 Uniform Del: 18.4 0.0 27.1 0.0 0.0 0.0 42.4 18.0 0.0 D.0 18.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IncremntDel: 0.1 0.0 13.8 0.0 0.0 0.0 0.9 5.1 0.0 0.0 0.5 0.0, AdjDe1/Veh: 26.0 0.0 26.3 0.0 0.0 0.0 34.6 5.2 0.0 0.0 14.1 0.0 Delay Adj: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 DesignQueue: 5 0 5 0 0 0 7 6 0 0 12 0 Delay/Veh: 18.5 0.0 40.9 0.0 0.0 0.0 43.3 23.0 0.0 0.0 19.1 0.0 4. User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 18.5 0.0 40.9 0.0 0.0 0.0 43.3 23.0 0.0 0.0 19.1 0.0 DesignQueue: 4 0 21 0 0 0 8 50 0 0 32 0 • Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS6C , Denver, CO AM 2020 Thu Sep 21, 2000 10:50:49 Page 12-1 ' AM 2020 Thu Sep 21, 2000 10:50:49 Page 13-1 Level Of Service Computation Report Level Of Service Computation Report 1997 NCM Operations Method (Base Volume Alternative) 1997 HCM Operations Method (Future Volume Alternative) Intersection #3 Frontage Road/SR 66 Intersection 43 Frontage Road/SH 66 Cycle (sec): 100 Critical Vol./Cap. (X): 0.137 Cycle (sec): 100 • Critical Vol./Cap. (K): 0.607 Loss Time (sec): 0 (Y+R - 4 sec) Average Delay (sec/veh): 5.3 Loss Time (sec): D (Y+R - 4 sec) Average Delay (sec/veh): 15.4 Optimal Cycles 30 Level Of Service: A Optimal Cycle: 47 Level Of Service: B Approach; North Bound South Bound East Bound Nest Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L -. 2 - R- R L - T - R movement: L - T - R L - T - R L - T - R L - T - R I II II II I I II II II I Control: Protected Permitted Prot+Permit Prot+Permit Control: Protected Permitted Prot+Permit Prot+Permit Rights: Include Include Include Include Rights: Include Include Include Include - Min. Green: 10 20 0 0 20 0 0 0 0 0 0 0 Min. Green: 10 20 0 0 20 0 0 0 0 0 0 0 Lanes: 2 0 0 1 0 0 1 0 0 1 1 0 2 D 1 1 0 1 1 0 Lanes: 2 0 0 1 0 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 1 1 1 450 490 Base Vol: 1 1 0 0 1 0 0 450 0 0 490 0 Growth Adj: 1.00 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 1 1 450 490 Initial Bee: 1 1 0 0 1 0 0 450 0 0 490 0 User Adj: 1.00 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Added Vol: 167 62 17 3 44 33 171 1332 518 65 581 18 PHF Adj: 1.00 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Passersyvol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 1 1 1 450 490 Initial Fut: 168 63 17 3 45 33 171 1782 518 65 1071 18 Reduct Vol: 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 1 1 1 450 490 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PCE Adj: 1.00 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 PHF Volume: 160 63 17 3 45 33 171 1782 510 65 1071 16 MLF Adj: 1.00 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.00 1.00 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 1 1 1 450 0 490 Reduced Vol: 168 63 17 3 45 33 171 1702 518 65 1071 18 I II II II I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 168 63 17 3 45 33 171 1782 518 65 1071 18 Adjustment: 0.92 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 D.95 I II II II I Lanes: 2.00 1.00.0.00 0.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 0.00 Saturation Flow Module: Final Sat.: 3502 1900 0 0 1900 1900 1900 3610 1900 1900 3610 0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.92 0.97 0.97 0.85 0.65 0.85 0.34 0.95 0.85 0.15 0.95 0.95 Capacity Analysis Nodule: Lanes: 2.00 0.79 0.21 0.06 0.94 1.0D 1.00 2.00 1.00 1.00 1.97 0.03 Vol/sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.00 0.14 0.00 Final Sat.: 3502 1448 391 101 1514 1615 655 3610 1615 279 3540 59 Crit Moves: a*** a•'• "fl, •••• I II II II I Green/Cycle: 0.10 0.30 0.00 0.00 0.20 0.00 0.00 0.70 0.00 D.00 0.70 0.00 Capacity Analysis Module: Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.18 0.00 0.00 0.19 0.00 Vol/sat: 0.05 0.04 0.04 0.03 0.03 0.02 0.26 0.49 0.32 0.23 0.30 0.30 Uniform Del: 40.5 24.5 0.0 0.0 32.0 0.0 0.0 5.1 0.0 0.0 5.2 0.0 Crit Moves: •••• •••• ••" •"' IncremntDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Green/Cycle: 0.10 0.30 0.30 0.20 0.20 0.20 0.70 0.65 0.65 0.58 0.53 0.53 Delay Adj: 1.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Volume/Cap: 0.48 0.14 0.14 0.15 0.15 0.10 0.37 0.76 0.49 0.40 0.57 0.57 Delay/Veh: 40.5 24.5 0.0 0.0 32.0 0.0 0.0 5.2 0.0 0.0 5.2 0.0 Uniform Del: 42.5 25.6 25.6 33.0 33.0 32.7 e.6 11.9 8.9 17.4 15.6 15.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.0D 1.00 1.00 1.00 1.00 1.00 IncremntDel: 1.0 0.1 0.1 0.2 0.2 0.1 0.5 1.5 0.4 1.6 0.4 0.4 AdjDel/Veh: 40.5 24.5 0.0 0.0 32.0 0.0 0.0 5.2 0.0 0.0 5.2 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Designgueue: 0 0 0 0 0 0 0 8 0 0 8 0 Delay/Veh: 43.6 25.7 25.7 33.2 33.2 32.8 9.1 13.4 9.3 19.0 16.0 16.0 , User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P AdjDel/Veh: 43.6 25.7 25.7 33.2 33.2 32.8 9.1 13.4 9.3 19.0 16.0 16.0 _ DesignQueue: 8 2 1 0 2 1 8 39 11 3 30 1 • • t-el 771 ""7 ""'"I b'J �'_I En C"'1, ,_. reel rfl ten C= = 771 CM _ Traffix 1.1.0607 (c) 1999 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 1.1.0607 (c) 1999 Dowling Assoc. Licensed to LSIC , Denver, CO AM 2020 Thu Sep 21, 2000 10:50:49 Page 14-1 AM 2020 Thu Sep 21, 2000 10:50:49 Page 15-1 Level Of Service Computation Report Level Of Service Computation Report . 1997 HCM Operations Method (Base Volume Alternative) 1997 HCM Operations Method (Future Volume Alternative) Intersection 64 CR 9.75/SH 66 Intersection /4 CR 9.75/SH 66 Cycle (sec): 100 Critical Vol./Cap. (X): 0.150 Cycle (sec): 100 Critical Vol./Cap. (X): 0.485 Loss Time (sec): 0 (Y+R - 4 sec) Average Delay (sec/veh): 2.4 Loss Time (sec): 0 (Y+R - 4 sec) Average Delay (sec/veh): 20.1 Optimal Cycle: 27 Level Of Service: A Optimal Cycle: 55 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound s Movement: L - T - R L - T R 1 - T - R L - T - R Movement: L - T - R L - T - R L - T - R L - T - R I II II II I I II II II I - Control: Protected Prot+Permit Prot+Permit Prot+Permit Control: Protected Prof+Permit Prot+Permit Prot+Permit Rights: Include Ovl Ovl Include Rights: Include Ovl Ovl Include Min. Green: 0 20 0 0 20 0 0 0 0 0 0 0 Min. Green: 0 20 0 0 20 0 0 0 0 0 0 0 Lanes: 2 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 Lanes: 2 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 I II II II I I II II II 1 Volume Module: Volume Module: Base Vol: 1 1 450 0 490 Base Vol: 0 1 0 0 1 0 0 450 0 0 490 0 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.00 1.0 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 1 1 450 0 490 Initial Bee: 0 1 0 0 1 0 0 450 0 0 490 0 User Adj: 1.1 1.10 1.1 1.1 1.10 1.1 1.1 1.10 1.10 1.1 1.10 1.1 Added Vol: 393 93 45 5 57 44 220 387 738 86 227 26 PHF Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.00 1.0 1.00 1.0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 1 1 495 0 539 - Initial Fut: 393 94 45 5 58 44 228 837 738 86 717 26 Reduct Vol: 0 0 0 0 0 User Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 Reduced Val: 1 1 495 0 539 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PCE Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.00 1.0 1.00 1.0 PHF Volume: 432 103 50 6 64 48 251 921 812 95 789 29 MLF Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.00 1.0 1.00 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 1 1 495 0 539 Reduced Vol: 432 103 50 6 64 48 251 921 612 95 789 29 I II II II I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 432 103 50 6 64 48 251 921 812 95 789 29 Adjustment: 0.97 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 I II II II I Lanes: 2.00 1.00 0.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 0.00 Saturation Flow Module: Final Sat.: 3686 1900 0 1900 1900 1900 1900 3610 1900 1900 3610 0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.92 0.95 0.95 0.66 1.00 0.05 0.47 0.95 0.85 0.30 0.95 0.95 Capacity Analysis Module: Lanes: 2.00 0.67 0.33 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.93 0.07 Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.14 0.00 0.00 0.15 0.00 Final Sat.: 3502 1216 590 1256 1900 1615 884 3610 1615 576 3465 127 Crit Moves: "•• •"• •••• •••• I II II II I Green/Cycle: 0.00 0.20 0.00 0.00 0.20 0.00 0.00 0.80 0.00 0.00 0.80 0.00 Capacity Analysis Module: Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.17 0.00 0.00 0.19 0.00 Vol/Sat: 0.12 0.08 0.08 0.00 0.03 0.03 0.28 0.26 0.50 0.16 0.23 0.23 Uniform Del: 0.0 32.0 0.0 0.0 32.0 0.0 0.0 2.3 0.0 0.0 2.4 0.0 Cult Haves: "•• •••• •••• •' _ IncremntDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Green/Cycle: 0.10 0.20 0.20 0.38 0.20 0.44 0.62 0.55 0.72 0.46 0.39 0.39 Delay Adj: 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Volume/Cap: 0.69 0.42 0.42 0.01 0.17 0.07 0.46 0.41 0.69 0.36 0.59 0.59 Delay/Veh: 0.0 32.0 0.0 0.0 32.0 0.0 0.0 2.3 0.0 0.0 2.4 0.0 Uniform Del: 38.6 35.0 35.0 19.1 33.1 16.4 11.3 13.8 1.6 16.9 24.4 24.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IncremntDel: 3.4 0.8 0.8 0.0 0.2 0.0 0.6 0.2 1.8 0.8 0.7 0.7 AdjDel/Veh: 0.0 32.0 0.0 0.0 32.0 0.0 0.0 2.3 0.0 0.0 2.4 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DesignQueue: 0 0 0 0 0 0 0 6 0 0 6 0 Delay/Vah: 42.0 35.8 35.8 19.1 33.3 16.4 11.9 14.0 9.5 17.8 25.1 25.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Vah: 42.0 35.8 35.8 19.7 33.3 16.4 11.9 14.0 9.5 17.8 25.1 25.1 DesignQueue: 20 5 2 0 3 2 11 25 14 5 29 1 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.1.0601 (c) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO AM 2020 Thu Sep 21, 2000 10:50:49 Page 16-1 AM 2020 Thu Sep 21, 2000 10:50:49 Page 17-1 Level Of Service Computation Report Level Of Service Computation Report 1997 RCM Operations Method (Base Volume Alternative) 1997 HCM Operations Method (Future Volume Alternative) Intersection ►7 CR 11/SH 66 Intersection 47 CR 11/SH 66 Cycle (sec): 100 Critical Vol./Cap. (X): 0.136 Cycle (sec): 100 Critical Vol./Cap. (X): 0.404 Loss Time (sec): 0 (Y+R - 4 sec) Average Delay (sec/veh): 2.4 Loss Time (sac): 0 (Y+R - 4 sac) Average Delay (sec/veh): 16.9 Optimal Cycle: 26 Level Of Service: A Optimal Cycle: 38 Level Of Service: B Approach: North Bound South Bound East Bound Rest Bound Approach: North Bound South Bound East Bound Nest Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: LTR L - T - R- R L - T - R- R L - T - R I II II II I I II II II I Control: Prot+Permit Prot+Permit Prot+Permit Prot+Permit Control: Prot+Permit Prot+Permit Prot+Permit Prot+Permit Rights: Include Include Ovl Include Rights: Include Include Ovl Include Min. Green: 0 20 0 0 20 0 0 0 0 0 0 0 Min. Green: 0 20 0 0 20 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 0 1 1 0 1 1 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 0 1 1 0 1 1 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 1 1 450 490 Base Vol: 0 1 0 1 0 0 450 0 0 490 0 Growth Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Ilse: 1 1 450 490 Initial Bag: 0 1 0 1 0 0 450 0 0 490 0 User Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Added Vol: '112 72 41 44 33 171 71 195. 72 195 44 PHF Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 1 1 450 490 Initial Fut: 112 73 41 45 33 171 521 195 72 685 44 Reduct Vol: 0 0 0 0 User Adj: 1.00 1.00 1.00. 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 1 1 450 490 PHF Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PCE Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 PHF Volume: 112 73 41 45 33 171 521 195 72 685 44 MLF Adj: 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.D 1.00 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 1 1 450 490 Reduced Vol: 112 73 41 45 33 171 521 195 72 685 44 I II II II I PCE Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module:. MLF Adj: 1.00 1.00 1.00 1.0 1.00 1.00 1.00 1.00 1.00 1.0D 1.00 1.00 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 112 73 41 45 33 171 521 195 72 685 44 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 D.95 1.00 1.00 0.95 0.95 I II II II I Lanes: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 2.00 1.00 1.00 2.00 0.00 Saturation Flow Module: Final Sat.: 1900 1900 0 1900 1900 0 1900 3610 1900 1900 3610 0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.73 0.95 0.95 0.68 0.94 0.94 0.47 0.95 0.85 0.51 0.94 0.94 Capacity Analysis Module: Lanes: 1.00 0.64 0.36 1.00 0.58 0.42 1.00 2.00 1.00 1.00 1.88 0.12 Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.00 0.14 0.00 Final Sat.: 1386 1151 646 1294 1027 753 893 3610 1615 966 3362 216 Crit Moves: •••• . '*'• a•`• I II II II I Green/Cycle: 0.00 0.20 0.00 0.00 0.20 0.00 0.00 0.80 0.00 0.00 0.80 0.00 Capacity Analysis Module: Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.16 0.00 0.00 0.17 0.00 Vol/Sat: 0.08 0.06 0.06 0.01 0.04 0.04 0.19 0.14 0.12 0.07 0.20 0.20 Uniform Del: 0.0 32.0 0.0 0.0 32.0 0.0 0.0 2.3 0.0 0.0 2.3 0.0 Crit Moves: •+•• ••+' ' " '" IncremntDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Green/Cycle: 0.34 0.20 0.20 0.34 0.20 0.20 0.66 0.52 0.66 0.60 0.45 0.45 Delay Adj: 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Volume/Cap: 0.24 0.32 0.32 0.02 0.22 0.22 0.29 0.28 0.18 0.13 0.45 0.45 Delay/Veh: 0.0 32.0 0.0 0.0 32.0 0.0 0.0 2.3 0.0 0.0 2.3 0.0 Uniform Del: 23.5 34.2 34.2 22.2 33.5 33.5 7.8 13.5 6.7 8.9 18.8 18.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IncremntDel: 0.3 0.5 0.5 0.0 0.3 0.3 0.3 0.1 0.1 0.1 0.2 0.2 AdjDel/Veh: 0.0 32.0 0.0 0.0 32.0 0.0 0.0 2.3 0.0 0.0 2.3 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DesignQueue: 0 0 0 0 0 0 0 5 0 0 6 0 Delay/Veh: 23.7 34.7 34.7 22.2 33.8 33.8 8.0 13.6 6.8 9.0 19.0 19.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 23.7 34.7 34.1 22.2 33.8 33.8 8.0 13.6 6.8 9.0 19.0 19.0 DesignQueue: 5 3 2 0 2 1 8 14 4 3 22 1 r.a.=.J 1 rn 1_17J 771 7-1 1 J 0 f ...a L J --1 - - 1 = PM 2020 Thu Sep 21, 2000 10:52:53 Page 1-1 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS4C , Denver, CO PM 2020 Thu Sep 21, 2000 10:52:53 Page 3-1 Scenario Report Scenario: PM 2020 Trip Distribution Report Command: Default Command Percent Of Trips Default Volume: PM 2020 Geometry: Default Geometry To Gates Impact Fee: Default Impact Fee 1 2 3 4 5 6 Trip Generation: P14 Zone Trip Distribution: Default Trip Distribution v Paths: Default Paths 1 15.0 15.0 35.0 10.0 20.0 5.0 Routes: Default Routes 2 15.0 15.0 35.0 10.0 20.0 5.0 Configuration: Default Configuration 3 15.0 15.0 35.0 10.0 20.0 5.0 4 15.0 15.0 35.0 10.0 20.0 5.0 5 15.0 15.0 35.0 10.0 20.0 5.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS4C , Denver, CO 6 15.0 15.0 35.0 10.0 20.0 5.0 PM 2020 Thu Sep 21, 2000 10:52:53 Page 2-1 Trip Generation Report Forecast for PM Zone Rate Rate Trips Trips Total % Of 4 Subzone Amount Units In Out In Out Trips Total 1 243.94 Business Park 0.30 0.99 73 242 315 6.5 1 130.00 Residential 0.65 0.36 .85 47 132 2.7 Zone 1 Subtotal 150 209 447 9.2 2 182.95 Shopping Cents 1.80 1.95 329 357 686 14.1 2 182.95 Business Park 0.30 0.99 55 181 236 4.8 - 2 195.00 Residential 0.65 0.36 127 70 197 4.0 Zone 2 Subtotal 511 608 1119 22.9 3 487.87 Business Park 0.30 0.99 146 483 629 12.9 3 423.00 Residential 0.65 0.36 275 152 427 •8.7 Zone 3 Subtotal 421 635 1056 21.6 4 243.94 Business Park 0.30 0.99 73 242 315 6.5 4 260.00 Residential 0.65 0.36 169 94 263 5.4 = Zone 4 Subtotal 242 336 578 11.8 5 731.81 Business Park 0.30 0.99 220 724 944 19.3 Zone 5 Subtotal 220 724 944 19.3 6 4.60 Industrial Par 2.20 8.27 10 38 48 1.0 - 4" 6 14.00 Restaurant 6.52 4.34 91 61 152 3.1 6 16.50 Office Park 4.24 24.04 70 397 467 9.6 6 115.00 Hotel 0.32 0.29 37 33 70 1.4 Zone 6 Subtotal 208 529 737 15.1 TOTAL 1760 3121 4881 100.0 "--1 =I 711 =I =I 771 'al '1 = 753 '1 = Er....n tr= = = E-1 r= - Traffix 7.1.0601 (c) 1999 Dowling Assoc. Licensed to LS4C , Denver, CO PM 2020 thu Sep 21, 2000 10:52:53 Page 4-1 Turning Movement Report PM Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume — 61 SB I-25 Ramps/SH 66 Base 0 0 0 40 0 240 0 600 180 155 410 0 1625 Added 0 0 0 264 0 0 0 616 0 468 1092 0 2440 r Total 0 0 0 304 D 240 0 1216 180 623 1502 0 4065 62 NB I-25 Ramps/SH 66 Base 210 0 305 0 0 0 250 390 0 0 355 130 1640 Added 0 0 264 0 D 0 0 B80 0 0 1560 468 3172 Total 210 0 569 0 0 0 250 1270 0 0 1915 590 4812 63 Frontage Road/SH 66 Base 0 0 0 0 0 0 0 695 0 0 485 0 1180 Added 504 46 63 14 58 141 43 865 236 26 1303 4 3383 Total 504 46 63 14 58 141 43 1560 236 26 1868 4 4563 64 CR 9.75/SH 66 Base 0 0 0 0 0 0 0 695 0 0 485 0 1180 Added 801 66 94 22 92 188 57 310 568 67 425 7 2705 Total 801 66 94 22 92 180 57 1013 560 67 910 7 3085 67 CR 11/SH 66 Base 0 0 0 0 0 0 0 695 0 0 405 0 1180 Added 253 52 82 36 72 141 43 194 198 61 104 11 1247 Total 253 52 82 36 72 141 43 089 198 61 589 11 2427 w 4 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSIC , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO PM 2020 Thu Sep 21, 2000 11:19:09 Page 5-1 PM 2020 Thu Sep 21, 2000 11:19:09 Page 7-1 Intersection Volume Report Impact Analysis Report Base Volume Alternative Level Of Service Intersection Base Future Change • Northbound Southbound Eastbound Westbound Del/ V/ Del/ V/ in Node Intersection L -- T -- R L -- T -- R L -- T -- R L -- T -- R ' LOS Veh C LOS Veh C 1 1 SB 1-25 Ramps/SH 66 B 18.3 0.233 B 19.4 0.683 + 1.176 D/V 1 SB I-25 Ramps 0 0 0 40 0 240 0 600 0 155 410 0 2 NB I-25 Ramps 210 0 305 0 0 0 250 390 0 0 355 0 6 2 NB I-25 Ramps/SH 66 C 20.4 0.286 D 37.0 0.718 +16.635 D/V 3 Frontage Road 1 1 1 1 1 1 0 695 0 0 485 0 :.- 4 CR 9.75/SR 66 0 D 0 1 1 1 0 695 0 0 485 D 6 3 Frontage Road/SH 66 A 5.6 0.194 C 21.8 0.732 +16.198 D/V 7 CR 11/SN 66 0 0 0 0 0 0 0 695 0 0 485 0 6 4 CR 9.75/SH 66 A 2.5 0.193 C 23.2 0.459 +20.635 D/V 6 7 CR 11/SH 66 A 0.0 0.193 B 19.3 0.545 +19.260 D/V Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSIC , Denver, CO PM 2020 Thu Sep 21, 2000 11:19:09 Page 6-1 Intersection Volume Report Future Volume Alternative Northbound Southbound Eastbound Westbound Node Intersection 1 SB I-25 Ramps 0 0 0 304 0 240 0 1216 0 623 1502 0 2 NB I-25 Ramps 210 0 569 0 0 0 250 1270 0 0 1915 0 3 Frontage Road 505 47 64 15 59 142 43 1560 236 26 1868 4 4 CR 9.15/SM 66 801 66 94 23 93 109 57 1013 568 67 910 7 7 CR 11/SH 66 253 52 82 36 72 141 43 889 198 61 589 11 Trafflx 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSIC , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSIC , Denver, CO PM 2020 Thu Sep 21, 2000 10:52:55 Page 8-1 PM 2020 Thu Sep 21, 2000 10:52:55 Page 9-1 • Level Of Service Computation Report Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) 1997 HCM Operations Method IFuture Volume Alternative) Intersection 61 SB I-25 Ramps/SH 66 Intersection 81 SB I-25 Ramps/SH 66 Cycle (sec): 100 Critical Vol./Cap. (X): 0.233 Cycle (sec): 100 Critical Vol./Cap. (X): 0.683 Loss Time (sec): 0 (Y+R - 4 sec) Average Delay (sec/veh): 18.3 Loss Time (sec): 0 (Y+R a 4 sec) Average Delay (sac/veh): 19.4 Optimal Cycle: 36 Level Of Service: B Optimal Cycle: 72 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound ` Movement: L - T - R L - T - R L - T - R L - T -- R Movement: 1. - T - R L - T - R L - T - R L - T - R I II II II I I II II II I - Control: Protected ProttPermit Protected Protected Control: Protected Prot+Permit Protected Protected Rights: Include Include Ignore Include Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 2 0 1 2 0 2 0 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 2 0 1 2 D 2 0 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 40 210 600 18 155 410 Base Vol: 40 240 600 18 155 410 Growth Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 Growth Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 Initial Bee: 40 240 600 155 410 Initial Bee: 40 240 600 155 410 User Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 Added Vol: 264 0 616 468 1092 PHF Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 PaaaerByVol: 0 0 0 0 0 PHF Volume: 40 240 600 155 410 Initial Fut: 304 240 1216 623 1502 Reduct Vol: 0 0 0 0 0 User Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 Reduced Vol: 40 240 600 155 110 PHF Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 PCE Adj: 1.0 1.0 1.0 1.00 1.0 1.0D 1.0 1.00 0.0 1.00 1.00 1.0 PHF Volume: 304 240 1216 623 1502 MLF Adj:. 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 Reduct Vol: 0 0 0 0 0 Final Vol.: 40 240 600 155 410 Reduced Vol: 304 240 1216 623 1502 I II II II I PCE Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 Saturation Flow Module: MLF Adj: 1.0 1.0 1.0 1.00 1.0 1.00 1.0 1.00 0.0 1.00 1.00 1.0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 304 240 1216 623 1502 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 1.00 0.95 1.00 0.92 0.95 1.00 I II II II I Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 2.00 1.00 2.00 2.00 0.00 Saturation Flow Module: - Final Sat.: 0 0 0 1805 0 1615 0 3610 1900 3502 3610 0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 1.00 0.95 1.00 0.92 0.95 1.00 Capacity Analysis Module: Lanes: 0.00 0.00 0.00 1.00 0.00 1.0D 0.00 2.00 1.00 2.00 2.00 0.00 ' Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.15 0.00 0.17 0.00 0.01 0.11 0.00 Final Sat.: 0 0 0 1805 0 1615 0 3610 1900 3502 3610 0 Crit Moves: aaaa aaa a'aa I II II II 1 Green/Cycle: 0.00 0.00 0.00 D.41 0.00 0.41 0.00 0.46 0.00 0.12 0.59 0.00 Capacity Analysis Module: Volume/Cap: 0.00 0.00 0.00 0.05 0.00 0.36 0.00 0.36 0.00 0.36 0.19 0.00 Vol/Sat: 0.00 0.00 0.00 0.17 0.00 0.15 0.00 0.34 0.00 0.18 0.42 0.00 Uniform Del: 0.0 0.0 0.0 17.6 0.0 20.2 0.0 17.3 0.0 40.2 9.7 0.0 Crit Moves: aaaa a"a aaaa - IncremntDel: 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.1 0.0 0.5 0.0 0.0 Green/Cycle: 0.00 0.00 0.00 0.25 0.00 0.25 0.00 0.19 0.00 0.26 0.75 0.00 Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 Volume/Cap: 0.00 0.00 0.00 0.68 0.00 0.60 0.00 0.68 0.00 0.60 0.55 0.00 Delay/Veh: 0.0 0.0 0.0 17.6 0.0 20.5 0.0 17.4 0.0 40.7 9.7 0.0 Uniform Del: 0.0 0.0 0.0 34.1 D.0 33.3 0.0 19.4 0.0 33.3 5.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IncremntDel: 0:0 0.0 0.0 4.3 0.0 2.6 0.0 1.1 0.0 2.2 0.2 0.0 AdjDel/Veh: 0.0 0.0 0.0 17.6 0.0 20.5 0.0 17.4 0.0 40.7 9.7 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 see DeslgnQueue: 0 0 0 1 0 8 0 19 0 B 10 0 Delay/Veh: 0.0 0.0 0.0 38.5 0.0 35.9 0.0 20.5 0.0 35.1 5.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 t AdjDel/Veh: 0.0 0.0 0.0 38.5 0.0 35.9 0.0 20.5 0.0 35.4 5.5 0.0 . DesignQueue: 0 0 0 13 0 10 0 37 0 27 23 0 =1 =1 rn r._-m1 ci ci rz.i r'7 to r--7 �— En ci 'i ,.r i r =3 c Traffix 1.1.0607 (c) 1999 Dowling Assoc. Licensed to LS4C , Denver, CO Traffix 7.1.0601 (c) 1999 Dowling Assoc. Licensed to LS6C', Denver, CO PM 2020 Thu Sep 21, 2000 11:19:09 Page 10-1 PM 2020 Thu Sep 21, 2000 11:19:09 Page 11-1 Level Of Service Computation Report Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) 1991 HCM Operations Method (Future Volume Alternative) Intersection 12 NB I-25 Ramps/SH 66 Intersection 02 NB I-25 Ramps/SH 66 Cycle (sec): 100 Critical Vol./Cap. (X): 0.286 cycle (sec): 100 critical Vol./Cap. (X): 0.718 Loss Time (see): 0 (MR - 4 sec) Average Delay (sec/veh): 20.4 Loss Time (sec): 0 (YaR - 4 sec) Average Delay (sec/veh): 37.0 Optimal Cycle: 48 Level Of Service: C Optimal Cycle: 81 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T -- R Movement: L - T - R L - T - R L - T - R T - R L - 2 - R I II II II I I II II II I Control: ProtePermit Protected Protected Protected Control: Prot+Permit Protected Protected Protected Rights: Include Include Include Ignore Rights: Include Include Include Ignore Min. Green: 38 0 0 0 0 0 10 0 0 0 0 0 Min. Green: 38 0 0 0 0 0 10 0 0 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 2 0 2 0 0 0 0 2 0 1 Lanes: 1 '0 0 0 1 0 0 0 0 0 2 0 2 0 0 0 0 2 0 1 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 210 305 250 390 355 13 Base Vol: 210 305 250 390 0 0 355 13 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 Growth Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 0.0 Initial Bee: 210 305 250 390 355 Initial Bse: 210 305 250 390 0 0 355 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 Added Vol: 0 264 0 880 0- 0 1560 46 PHF Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 PasserByVol: 0 0 0 0 - 0 0 0 PHF Volume: 210 305 250 390 355 Initial Fut: 210 569 • 250 1270 0 0 1915 Reduct Vol: 0 0 0 0 0 User Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 0.0 Reduced Vol: 210 305 250 390 355 PHF Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 0.0 PCE Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 PHF Volume: 210 569 250 1270 0 0 1915 M,F Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.00 0.0 ,Reduct Vol: 0 0 0 0 0 0 0 Final Vol.: 21D 305 250 390 355 Reduced Vol: 210 569 250 1270 0 0 1915 I II II II I PCE Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 0.0 Saturation Flow Nodular M F Adj: 1.00 1.0 1.00 1.0 1.0 1.0 1.00 1.00 1.00 1.00 1.00 0.0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 210 569 250 1270 0 0 1915 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.92 0.95 1.00 1.00 0.95 1.00 I II II II '----I - Lanes: 1.00 0.00 1.00 0.0D 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Saturation Flow Module: Final Sat.: 1805 0 1615 0 0 0 3502 3610 0 0 3610 1900 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.92 0.95 1.00 1.00 0.95 1.00 Capacity Analysis Module: Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Vol/Sat: 0.12 0.00 0.19 0.00 0.00 0.00 0.07 0.11 0.00 0.00 0.10 0.00 Final Sat.: 1805 0 1615 0 0 0 3502 3610 0 0 3610 1900 Crit Moves: **** ••• ••" I II II II I Green/Cycle: 0.41 0.00 0.41 0.00 0.00 0.00 0.25 0.59 0.00 0.00 0.34 0.00 capacity Analysis Module: Volume/Cap: 0.29 0.00 0.46 0.00 0.00 0.00 0.29 0.18 0.00 0.00 0.29 0.00 Vol/Sat: 0.12 0.00 0.35 0.00 0.00 0.00 0.07 0.35 0.00 0.00 0.53 0.00 _ Uniform Del: 19.9 0.0 21.7 0.0 0.0 0.0 30.3 9.3 0.0 0.0 23.9 0.0 Grit Moves: "•'• "" "" IncremntDel: 0.2 0.0 0.5 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.1 0.0 Green/Cycle: 0.38 0.00 0.38 0.00 0.00 0.00 0.10 0.62 0.00 0.00 0.52 D.00 Delay Adj: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 Volume/Cap: D.31 0.00 0.93 0.00 0.00 0.00 0.71 0.57 0.00 0.00 1.02 0.00 Delay/Veh: 20.1 0.0 22.2 0.0 0.0 0.0 30.5 9.3 0.0 0.0 24.0 0.0 Uniform Del: 21.8 0.0 29.7 0.0 0.0 0.D 43.6 11.1 0.0 0.0 24.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IncremntDel: 0.3 0.0 20.3 0.0 0.0 0.0 6.8 0.3 0.0 0.0 26.0 0.0 AdjDel/Veh: 20.1 0.0 22.2 0.0 0.0 0.0 30.5 9.3 0.0 0.0 24.0 0.0 Delay Adj: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 DesignQueue: 7 0 10 0 0 0 11 9 0 0 13 0 Delay/Veh: 22.0 0.0 50.0 0.D 0.D 0.0 50.4 11.5 0.0 0.0 50.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Vah: 22.0 0.0 50.0 0.0 0.0 0.0 50.4 11.5 0.0 0.0 50.0 0.0 DesignQueue: 7 0 21 0 0 0 13 29 0 0 59 0 D. . Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSIC , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSUC , Denver, CO PM 2020 Thu Sep 21, 2000 11:12:33 Page 12-1 PM 2020 Thu Sep 21, 2000 11:12:33 Page 13-1 Level Of Service Computation Report Leval Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) 1997 HCM Operations Method (Future Volume Alternative) • Intersection 83 Frontage Road/SH 66 Intersection #3 Frontage Road/SH 66 Cycle (sec): 100 Critical Vol./Cap. (X): 0.194 Cycle (sec): 100 Critical Vol./Cap. (X): 0.732 Loss Time (sec): 0 (Y+R - 4 sec) Average Delay (sea/veh): 5.6 Loss Time (sec): D (Y+R • 4 sec) Average Delay (sec/veh): 21.8 Optimal Cycle: 30 Level Of Service: A Optimal Cycle: 70 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L -- T - R R L - T - R L - T - R L - T - R I II II II I I II II II I Control: Protected Permitted Prot+Permit Prot+Permit Control: Protected Permitted Prot+Permit Prot+Permit Rights: Include Include Include Include Rights: Include Include Include Include Min. Green: 10 20 0 10 20 0 0 0 0 0 0 0 Min. Green: 10 20 0 10 20 0 0 0 0 0 0 0 Lanes: 2 0 0 1 0 0 1 0 0 1 1 D 2 0 1 1 0 1 1 0 Lanes: 2 0 0 1 0 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 1 1 1 1 1 1 695 485 0 Base Vol: 1 1 1 1 1 1 0 695 0 0 485 0 Growth Ad): 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 1 1 1 1 1 695 485 0 Initial Ilse: 1 1 1 1 1 1 0 695 0 0 485 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.00 1.00 Added Vol: 504 46 63 14 58 141 43 065 236 26 1383 4 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.00 1.00 PasserByVo1: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 1 1 1 1 1 1 695 485 4 Initial Flit: 505 47 64. 15 59 142 43 1560 236 26 1868 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 1 1 1 1 1 1 695 485 0 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.00 1.00 PHF Volume: 505 47 64 15 59 142 43 1560 236 26 1868 4 MLF Ad): 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 1 1 1 1 1 1 695 485 0 Reduced Vol: 505 47 64 15 59 142 43 1560 236 26 1868 4 I II II II I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat/Lane: 1900 1900 1900 1900 1900 1900 190D 1900 1900 1900 1900 1900 Final Vol.: 505 47 64 15 59 142 43 1560 236 26 1868 4 Adjustment: 0.92 0.93 0.93 0.96 0.96 0.85 1.00 0.95 1.00 1.00 0.95 0.95 I II II II I Lanes: 2.00 0.50 0.50 0.50 0.50 1.00 1.00 2.00 1.00 1.00 2.00 0.00 Saturation Flow Module: Final Sat.: 3502 879 879 910 910 1615 1900 3610 1900 1900 3610 0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.92 0.91 0.91 0.85 0.85 0.85 0.11 0.95 0.85 0.10 0.95 0.95 Capacity Analysis Module: Lanes: 2.00 0.42 0.58 0.20 0.80 1.00 1.00 2.00 1.00 1.00 1.99 0.01 Vol/sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.00 0.13 0.00 Final Sat.: 3502 735 1000 327 1288 1615 200 3610 1615 197 3602 a Crit Moves: **** +ua aaaa aaa• I II II II I Green/Cycle: 0.10 0.30 0.30 0.20 0.20 0.20 0.00 0.70 0.00 0.00 0.70 0.00 Capacity Analysis Module: Volume/Cap: 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.28 0.00 0.00 0.19 0.00 Vol/Sat: 0.14 0.06 0.06 0.05 0.05 0.09 0.22 0.43 0.15 0.13 0.52 0.52 Uniform Del: 40.5 24.5 24.5 32.0 32.0 32.0 0.0 5.6 0.0 0.0 5.2 0.0 Crit Moves: aa•a aaaa aaaa **** _ IncremntDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 Green/Cycle: 0.17 0.37 0.37 0.20 0.20 0.20 0.63 0.61 0.61 0.62 0.60 0.60 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 0.00 Volume/Cap: 0.86 0.17 0.17 0.23 0.23 0.44 0.34 0.71 0.24 0.21 0.86 0.86 Delay/Veh: 40.5 24.5 24.5 32.0 32.0 32.0. 0.0 5.6 0.0 0.0 5.2 0.0 Uniform Del: 40.4 21.3 21.3 33.5 33.5 35.1 19.3 13.3 8.8 12.9 16.3 16.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremnt0e1: 12.1 0.1 0.1 0.4 0.4 1.0 1.6 1.1 0.1 0.9 3.7 3.7 AdjDel/Veh: 40.5 24.5 24.5 32.0 32.0 32.0 0.0 5.6 0.0 0.0 5.2 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DesignQueue: 0 0 0 0 0 0 0 12 0 0 B 0 Delay/Veh: 52.5 21.5 21.5 33.9 33.9 36.0 20.9 14.4 9.0 13.8 19.9 19.9 t User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.5 21.5 21.5 33.9 33.9 36.0 20.9 14.4 9.0 13.8 19.9 19.9 oesignQueue: 24 2 2 1 3 6 2 38 5 1 47 0 • Traffix 1.1.0607 (c) 1999 Dowling Assoc. Licensed to LS6C , Denver, CO Traffix 1.1.0607 (c) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO PM 2020 Thu Sep 21, 2000 11:12:33 Page 14-1 PM 2020 Thu Sep 21, 2000 11:12:33 Page 15-1 6. Level Of Service Computation Report Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) 1997 HCM Operations Method (Future Volume Alternative) Intersection 44 CR 9.75/SH 66 Intersection 44 CR 9.75/SH 66 Cycle (sac): 100 Critical Voi./Cap. (X): 0.193 Cycle (sec): 100 Critical Vol./Cap. (X): 0.459 Loss Time (sec): 0 (Y+R - 4 sac) Average Delay (sec/veh): 2.5 Loss Time (sec): 0 (Y+R • 4 sec) Average Delay (sec/veh): 23.2 Optimal Cycle: 28 Level Of Service: A Optimal Cycle: 56 Level Of Service: C { Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T R L - T - R Movement: L - T - R L - T - R L - T - R L - T - R I II II II I I II II II I Control: Protected Prot+Permit Prot+Permit Prot+Permit Control: Protected Prot+Permit Prot+Permit Prot+Permit Rights: Include Ovl Ovl Include Rights: Include Ovl Ovl Include Min. Green: 0 0 0 10 20 0 0 0 0 0 0 0 Min. Green: 0 0 0 10 20 0 0 0 0 0 0 0 Lanes: 2 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 Lanes: 2 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 1 1 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 1 1 1 695 0 485 Base Vol: 0 0 0 1 1 1 0 695 0 0 485 0 Growth Adj: 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 1 1 695 0 485 Initial Bse: 0 0 0 1 1 1 0 695 0 0 485 0 User Adj: 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 -1.00 1.00 1.0 Added Vol: 801 66 94 22 92 188 57 318 568 67 425 7 PHF Adj: 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.00 1.00 1.0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Volume: 1 1 1 695 485 Initial Pet: 801 66 94 23 93 189 57 1013 568 67 910 7 Reduct Vol: 0 0 0 0 0 user Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 1 1 1 695 485 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PCE Adj: 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.00 1.0 PHF Volume: 801 66 94 23 93 189 57 1013 568 67 910 7 MLF Adj: 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.00 1.0 1.0 1.00 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 1 1 1 695 485 Reduced Vol: 801 66 94 23 93 189 57 1013 568 67 910 7 I II II II I PCE.Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final vol.: 801 66 94 23 93 189 57 1013 568 67 910 7 Adjustment: 0.97 1.00 1.00 0.85 1.00 0.85 1.00 0.95 1.00 1.00 0.95 0.95 I II II II 1 Lanes: 2.00 1.00 0.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 0.00 Saturation Flow Module: Final Sat.: 3686 1900 0 1615 1900 1615 1900 3610 1900 1900 3610 0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.92 0.91 0.91 0.61 1.00 0.85 0.24 0.95 0.85 0.21 0.95 0.95 Capacity Analysis Module: Lanes: 2.00 0.41 0.59 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.98 0.02 Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.00 0.13 0.00 Final Sat.: 3502 715 1018 1157 1900 1615 451 3610 1615 399 3579 28 Crit Moves: "" "" I II II II I Green/Cycle: 0.00 0.00 0.00 0.40 0.20 0.20 0.00 0.80 0.00 0.00 0.80 0.00 Capacity Analysis Module: Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.24 0.00 0.00 0.17 0.00 Vol/Sat: 0.23 0.09 0.09 0.02 0.05 0.12 0.13 0.28 0.35 0.17 0.25 0.25 Uniform Del: 0.0 0.0 0.0 32.0 32.0 32.0 0.0 2.5 0.0 0.0 2.3 0.0 Crit Moves: "" "" "" '... IncramntDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Green/Cycle: 0.33 0.43 0.43 0.30 0.20 0.25 0.46 0.41 0.75 0.47 0.41 0.41 - Delay Adj: 0.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 0.00 Volume/Cap: 0.68 0.21 0.21 0.01 0.24 0.47 0.27 0.68 0.41 0.36 0.61 0.61 Delay/Veh: 0.0 0.0 - 0.0 32.0 32.0 32.0 0.0 2.5 0.0 0.0 2.3 0.0 Uniform Del: 28.7 17.6 17.6 25.0 33.6 31.7 17.5 24.1 5.0 18.4 23.0 23.0 . User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IncremntDel: 1.7 0.1 0.1 0.1 0.3 0.8 0.7 1.3 0.3 1.2 0.8 0.8. AdjDel/Veh: 0.0 0.0 0.0 32.0 32.0 32.0 0.0 2.5 0.0 0.0 2.3 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Design0ueue: 0 0 0 0 0 0 0 8 0 0 6 0 Delay/Veh: 30.4 17.7 17.7 25.1 34.0 32.6 18.2 25.5 5.3 19.6 23.8 23.8 j User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.4 17.7 17.7 25.1 34.0 32.6 18.2 25.5 5.3 19.6 23.8 23.8 DesignQueue: 31 2 3 1 4 8 3 36 9 4 32 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS&C , Denver, CO Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LS6C , Denver, CO PM 2020 Thu Sep 21, 2000 10:52:55 Page 16-1 ' PM 2020 Thu Sep 21, 2000 10:52:55 Page 17-1 Level Of Service Computation Report Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) 1997 HCM Operations Method (Future Volume Alternative) Intersection #7 CR I1/SH 66 Intersection 47 CR 11/SH 66 . Cycle (sec): 100 Critical Vol./Cap. (X): 0.193 Cycle (sec): 100 Critical Vol./Cap. (X): 0.545 Loss Time (sec): 0 (MR - 4 sec) Average Delay (sec/veh): 0.0 Loss Time (sec): 0 (Y+R - 4 sec) Average Delay (sec/veh): 19.3 Optimal Cycle: 28 Level Of Service: A Optimal Cycle: 50 Level Of Service: e Approach: North Bound South Bound East Bound Nest Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R L - T - R I II II II I I II II II I - Control: Prot+Permit Prot+Permit Prot+Permit Prot+Permit Control: Prot+Permit ProtaPermit Prot+Permit Prot+Permit Rights: Include Include Ovl Include Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 0 1 1 0 1 1 D Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 2 0 1 1 0 1 1 0 I II II II I I II II II I Volume Module: Volume Module: Base Vol: 0 695 485 Base Vol: 0 0 0 0 0 0 0 695 0 0 485 0 Growth Adj: 1.0 1.0 1.0 1.00 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 695 485 Initial Bee: 0 0 0 0 0 0 0 695 0 0 485 0 User Ad): 1.0 1.0 1.0 1.00 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Added Vol: 253 52 02 36 72 141 43 194 198 61 104 11 PHF Adj: 1.0 1.0 1.0 1.00 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 PRE Volume: 0 695 405 Initial Fut: 253 52 82 36 72 141 43 889 198 61 589 11 Reduct Vol: 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduced Vol: 0 695 485 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PCE Adj: 1.0 1.0 1.0 1.00 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 PHF Volume: 253 52 82 36 72 141 43 889 198 61 589 11 MLF Adj: 1.0 1.0 1.0 1.00 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 695 485 Reduced Vol: 253 52 82 36 72 141 43 809 198 61 589 11 I II II II I PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Saturation Flow Module: MLF Adj: 1.00 1.00 1.00 1.00 1.0D 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Final Vol.: 253 52 82 36 72 141 43 889 198 61 589 11 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 0.95 I II II II I Lanes: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 2.00 1.00 1.00 2.00 0.00 Saturation Flow Module: - Final Sat.: 1900 1900 0 1900 1900 0 1900 3610 1900 1900 3610 0 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I II II II I Adjustment: 0.66 0.91 0.91 0.65 0.90 0.90 0.39 0.95 0.85 0.28 0.95 0.95 Capacity Analysis Module: Lanes: 1.00 0.39 0.61 1.00 0.34 0.66 1.00 2.00 1.00 1.00 1.96 0.04 Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.00 0.13 0.00 Final Sat.: 1258 669 1056 1239 579 1133 743 3610 1615 523 3533 66 Crit Moves: •*•• •a** I II II II I Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Capacity Analysis Module: Volume/Cap: 0.00 0.00 0.00 0.00 0.00 D.00 0.00 0.19 0.00 0.00 0.13 0.00 Vol/Sat: 0.20 0.08 0.08 0.03 0.12 0.12 0.06 0.25 0.12 0.12 0.17 0.17 Uniform Del: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Crit Moves: •*•• *•• •••• **•• IncremntDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Green/Cycle: 0.49 0.39 0.39 0.33 0.23 0.23 0.51 0.45 0.71 0.51 0.45 0.45 Delay Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Volume/Cap: 0.41 0.20 0.20 0.09 0.54 0.54 0.11 0.54 0.17 0.23 0.37 0.37 Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 D.D 0.0 0.0 0.0 0.0 0.0 Uniform Del: 16.1 20.4 20.4 23.2 34.0 34.0 12.8 19.9 4.8 14.4 18.2 18.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IncremntDel: 0.5 0.1 0.1 0.1 1.6 1.6 0.1 0.4 0.1 0.4 0.1 0.1 AdjDel/Veh: 0.0 0.0 0.D 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Designoueue: 0 0 0 0 0 0 0 0 0 0 0 0 Delay/Veh: 16.5 20.6 20.6 23.3 35.6 35.6 12.9 20.3 4.9 14.8 18.3 18.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 e AdjDel/Veh: 16.5 20.6 20.6 23.3 35.6 35.6 12.9 20.3 4.9 14.8 18.3 18.3 DesignQueue: 11 2 3 2 3 6 2 29 3 3 19 0 LI Mel cj t= =1 t `1 -1 Cn =I P'"7 7= r r"'! = C'] n O C`°'"7 r"7 Daily 2020 Mon Sep 25, 2000 08:39:07 Page 1-1 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSIC , Denver, CO Daily 2020 Mon Sep 25, 2000 08:39:07 Page 3-1 Scenario Report Scenario: Daily 2020 Trip Distribution Report Command: Default Command Percent Of Trips Default Volume: Daily 2020 Geometry: Default Geometry To Gates Impact Fee: Default Impact Fee 1 2 3 4 5 6 Trip Generation: Daily Zone Trip Distribution: Default Trip Distribution Paths: Default Paths 6 15.0 15.0 35.0 10.0 20.0 5.0 Routes: Default Routes Configuration: Default Configuration Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSiC , Denver, CO Daily 2020 Mon Sep 25, 2000 08:39:07 Page 4-1 • Turning Movement Report Daily Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 41 SB I-25 Ramps/SM 66 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 0 471 0 0 0 1099 D 471 1099 0 3140 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to LSIC , Denver, CO Total 0 0 0 471 0 0 0 1099 0 471 1099 0 3140 Daily 2020 Mon Sep 25, 2000 08:39:07 Page 2-1 t2 NB I-25 Ramps/SM 66 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Trip Generation Report Added 0 0 471 0 0 0 0 1571 0 0 1571 471 4084 Total 0 0 471 0 0 0 0 1571 0 0 1571 471 4084 Forecast for Daily #3 Frontage Road/SN 66 Zone Rate Rate Trips Trips Total t Of Base 0 0 0 0 0 0 0 0 0 0 0 0 0 II Subzone Amount Units In Out In Out Trips Total Added 2042 157 314 0 157 0 0 0 2042 314 0 0 5026 - Total 2042 157 314 0 157 0 0 0 2042 314 0 0 5026 44 CR 9.75/SM 66 6 4.60 Industrial Par 31.56 31.56 145 145 290 4.6 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 6 14.00 Restaurant 65.17 65.17 912 912 1824 29.0 Added 0 0 0 0 0 0 0 314 0 0 314 0 628 6 16.50 Office Park 97.56 97.56 1610 1610 3220 51.3 Total 0 0 0 0 0 0 D 314 0 0 314 0 628 6 115.00 Motel 4.12 4.12 474 474 948 15.1 r Zone 6 Subtotal 3141 3141 6282 100.0 t7 CR 11/SN 66 Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 0 0 0 0 0 314 0 0 314 0 628 Total 0 0 0 D 0 0 0 314 0 0 314 0 628 TOTAL 3141 3141 6282 100.0 Hello