HomeMy WebLinkAbout20233101.tiffRESOLUTION
RE: APPROVE OFF -SYSTEM BRIDGE PROGRAM APPLICATION FOR BRIDGE 60.5/49A
REPLACEMENT PROJECT, AND AUTHORIZE DEPARTMENT OF PUBLIC WORKS
TO SUBMIT ELECTRONICALLY - COLORADO COUNTIES, INC. (CCI)
WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to
Colorado statute and the Weld County Home Rule Charter, is vested with the authority of
administering the affairs of Weld County, Colorado, and
WHEREAS, the Board has been presented with an Off -System Bridge Program
Application for the Bridge 60.5/49A Replacement Project from the County of Weld, State of
Colorado, by and through the Board of County Commissioners of Weld County, on behalf of the
Department of Public Works, to Colorado Counties, Inc. (CCI), with further terms and conditions
being as stated in said application, and
WHEREAS, after review, the Board deems it advisable to approve said application, a copy
of which is attached hereto and incorporated herein by reference.
NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of
Weld County, Colorado, that the Off -System Bridge Program Application for the Bridge 60.5/49A
Replacement Project from the County of Weld, State of Colorado, by and through the Board of
County Commissioners of Weld County, on behalf of the Department of Public Works, to Colorado
Counties, Inc. (CCI), be, and hereby are, approved.
BE IT FURTHER RESOLVED by the Board that Michael Bedell, Department of Public
Works be, and hereby is, authorized to electronically submit said application.
The above and foregoing Resolution was, on motion duly made and seconded, adopted
by the following vote on the 18th day of October, A.D., 2023.
BOARD OF COUNTY COMMISSIONERS
WELD COUNTY, COLORADO
ATTEST: dd,ritio jC, e.;,1
Weld County Clerk to the Board
BY: ottritill
Deputy Clerk to the Board
APP'OVED
County Attorney
Date of signature: ' OI2 3 123
Mike Freeman Chair
Perry L. lick, Pro em
SS
CC (CH/ER/NZ / DO), INCT (c PAX?)
/02/23
2023-3101
EG0081
Cbt*a4 157,2
BOARD OF COUNTY COMMISSIONERS
PASS -AROUND REVIEW
PASS -AROUND TITLE: CCI Applications for Bridge Grant Funds for 2024 - 2026
DEPARTMENT: Public Works DATE: October 09, 2023
PERSON REQUESTING: Michael Bedell, Don Dunker, and Curtis Hall
Brief description of the problemlissue:
The annual applications for bridge replacement grant funds through Colorado Counties Inc. (CCI) are due
October 27, 2023. Public Works would like to submit a grant application for Bridge 60.5/49A.
What options exist for the Board?
1. Approve staff to move forward with the grant application.
2. Change the amount of grant funding being requested.
3. Deny staff submitting for these grant funds.
Consequences:
Approval of the grant application could result in the County receiving $2,000,000.00 towards the completion of
this bridge replacement project.
Impacts:
Approval of the grant application would help assure the current schedule for this bridge replacement could be
followed.
Costs (Current Fiscal Year I Ongoing or Subsequent Fiscal Years):
The total estimated cost of this bridge replacement is $9,550,000 and this amount is included in our 5 -year
CIP.
Recommendation:
Public Works recommends authorization to submit this grant application to CCI prior to the application
deadline.
Support Recommendation Schedule
place on BOCC Agenda Work Session Other/Comments:
Perry L. Buck, Pro-Tem
Mike Freeman, Chair
Scott K. James
Kevin D. Ross
Lori Saine
2023-3101
to
/kg
Eric Bergman
Colorado Counties, Inc.
800 Grant Street, Suite 500
Denver, CO 80203
PUBLIC WORKS DEPARTMENT
1111 H STREET
P.O. BOX 758
GREELEY, COLORADO 80632
PHONE: 970-400-3706
October 6, 2023
RE: Narrative for Bridge WEL060.5-049.0A (Fiscal Years 2024-2026 Funding)
Bridge WEL060.5-049.0A is on Weld County Road 60.5 and spans Lone Tree Creek. The
bridge is located 0.7 miles east of WCR 49. WCR 60.5 is classified as a Collector Road
and is a vital paved link for the County and the nearby communities of Greeley, Kersey,
and Gill. Traffic counts taken in 2021 show an ADT of 3,082 vehicles per day, with 27%
being trucks. This high percentage of trucks is likely accelerating the poor condition of this
bridge. Replacement of this bridge is our number one priority for this bridge funds
application period.
The existing bridge is 34 feet wide, 165 feet long (three spans), and was built in 1967. It is
structurally deficient and has been defined as "poor" on the Off -System Structure Eligibility
List. The bridge has issues with rusted steel and spalling concrete on the substructure and
superstructure. The bridge rail and approach guardrails are constructed improperly, in poor
condition and do not meet current AASHTO/CDOT standards. Rehabilitation instead of
replacement is not a viable option, nor cost effective, because of the concrete deck
extensive degradation, rusted steel substructure elements, and age of the overall structure.
The new structure may need to be elevated above its current configuration to allow for
adequate freeboard to prevent debris collection and scour in future flood events.
Weld County is proposing to provide most of the funding for this project due to the
importance of this vital link for the area. Instead of the typical 20% funding match, Weld
County is proposing that CDOT partner with Weld County on this project by providing a
$2,000,000 grant from the available bridge replacement funds. We estimate the
replacement cost at $9,550,000 with the Weld County portion being $7,550,000 (79%).
Weld County currently has the necessary funds to cover our portion of this project. Please
contact us if you need any information in addition to the contents of this application.
Michael Bedell, P.E. Senior Engineer
COLORADO SPECIAL HIGHWAY COMMITTEE
Off -System Bridge Program
Application Data
Structure Number:
WEL60.5/49A
Application Date:
10/6/2023
Structure Location:
Lone Tree Creek
County/Municipality:
Weld County
CDOT Engineering Region:
Region 4
CDOT Local Agency Coordinator:
Consulted Prior to
Bryce Reeves Application Date
Project type:
Request type:
Replacement
Original
Design level completed at time of application:
No Design
Work phase to be funded by this grant application:
Construction Only
Estimated total project cost (Design + Construction):
$ 9,550,000
Year the total project cost estimate was created:
2023
20% minimum local match amount:
$ 1,910,000
Local overmatch amount:
$ 5,640,000
Proposed total local match amount:
$ 7,550,000
Local match commitment documentation:
Narrative Letter
SHC grant amount requested:
$ 2,000,000
Colorado fiscal years when funding will be required:
2026
Anticipated start date:
Anticipated completion date:
June -2024
June -2027
Work description:
Replacement of an existing bridge constructed in 1967 and currently classified as "Poor". The
roadway would be closed during the construction which would likely take 9-10 months. The new
bridge would be designed to meet current CDOT bridge design standards and current 100 -year
flood elevations. Weld County would hire a qualified design consultant with extensive knowledge of
the CDOT standards. Some new right-of-way acquisition would likely be required. Some utilities
relocations would likely be required. Weld County would bid out the construction to a qualified
general contractor. Weld County would only use the grant funds for the construction phase.
SHC Worksheet
For further definition of terms, see the Structure Management Manual Section 5, Off -System Bridge Program
8/2020
SPECIAL BRIDGE FUND -- BRIDGE PROJECT COST ESTIMATE
Structure Number WEL060.5-049.0A Municipality/County Weld
Priority # I
Engineering:
Preliminary Engineering
Design Engineering
Construction Engineering
and Staking
Project Engineering
Final Inspection
TOTAL ENGINEERING COSTS:
Labor - Materials - Equipment
Mobilization
Site Preparation
Excavation
Abutments/Piers/Piling
Structure/Deck/Guard Rail
Approaches
Pavement
Average Daily Traffic (ADT) 3,082
$ 50.000
$ 900,000
400.000
190,000
10.000
$ 600,000
$ 600,000
$ 600,000
$ 2.200,000
$ 2.200.000
$ 600,000
$ 600,000
TOTAL LABOR - MATERIALS - EQUIPMENT COSTS:
Contingencies:
TOTAL PROJECT COSTS:
Design/Engineering Start Date (mo/yr):
Date of Bid Opening (mo/yr):
Construction Start Date (mo/yr):
Construction Completion Date (mo/yr):
06/2024
1,550,000
7,400,000
600,000
9,550,000
10/2026
11/2026
06/2027
Estimate Prepared by: Michael Bedell, P.E. Phone: (970) 400-3706 Title: Sr. Engineer Date: 10/06/23
Approved by: Don Dunker, P.E. Phone: (970)400-3749 Title: County Engineer Date: 10/06/23
Routine Inspection
Colorado Department of Transportation
Structure Inspection and Inventory Report (English Units)
Element Inspection Report
Highway Number (ON) 5D 00000 V
Mlle Post (ON) 11 -1 ml
Linear Ref Sys MP 1 958 ml
Elm/Env
Description
Unit
Total Qty
in 1
Qty St 1
in 2
Qty St 2
in 3
Qty St 3
in 4
Qty St 4
12/1
Re Concrete Deck
sg ft
5627
0%
20%
1125
80%
4502
0%
4 Inches of asphalt on 7 5 thick concrete deck It is not known if previously noted spalls in deck were
rehabilitated prior to new overlay Forms in place from full depth patches on underside Haunch has broken
off along several girder top flanges in Span 1 Slab supports/haunch have spalls at ends of Girders 3A, 36
and 3C at Abutment 4
510/1 I Wearing Surfaces Isq ft 14965
1 96 % 14770 10% 10
14% 1195 10% 10
4 Inches of asphalt on 7 5 Inch thick concrete deck Longitudinal crack in overlay down centerline of
roadway and centerline of lanes Area of transverse cracks up to 0 25 Inches wide spaced at 10 feet
affecting 15 square feet over Span 3
3220/11 Crack (Wearing Sulsq ft 1195
1 of 10
10% 10 1100% 1195
10% 10
1 1080/1 1 Delamination/Spall/Patllsq ft 16
I0% lo 10% 10
1100% 16 10% 10
Spalls throughout up to 6 inch long with exposed rebar in Span 3 Honeycomb near Pier 3 with (5)
locations of areas of delammations and spalls (1) 1 foot x 1 foot x 1 inch deep spall with R3 rusted rebar
in north overhang at Abutment 4 (2) 1 foot x 6 inch x 1 inch deep spalls with R2 rusted rebar in north
overhang of Span 3 near Abutment 4 1 foot long x 6 inch wide x 1 inch deep spall at faded patch with
exposed rebar in Bay D at Span 2 Quantity of 80 square feet in CS2 not used to avoid double counting
1120/1 1 Efflorescence/Rust Stailsq ft 14501
10% I.
125% 11125 175% 13376
80% of map cracking has efflorescence, and 60% with rust staining
10% I.
1130/1 1 Cracking (RC and Othelsq ft 11118
I o% 10 10% 10
1100% 11118 I o% 10
100% of soffit has insignificant width map cracking up to 0 01 inch wide at 4 inch spacing
10701 'Steel Opn Girder/Beam Ift 1662
1 66% 1439
12% 110 132% 1213
10% 10
(4) steel girders Cover plates welded full perimeter to bottom Flanges over piers All girders have 2 bolted
splice locations in Span 2
515/1 I Steel Protective CoatinRlsq ft 1662
I0% 10 10% 10
1 66 % 1439
134% 1223
Painted Chalking and faded throughout Faded at rust locations
1000/1 I Corrosion
Ift 1223
5 feet of isolated R2 rust of bottom flange of Girder 3D at Abutment 4 Spotty R1 rust at random locations
throughout R2 rust at top flanges of all girders where haunch has broken away in Span 1 Small spotty
areas of pitting rust of bottom flange of Girder D full length in Span 1 and 30 feet in Span 2
In 1100
Minor honeycombing on pier walls Cofferdam/footing exposed up to 3 inches at upstream nose of Pier 2
10% 10
14% 110 196% 1213
I.% 10
210/1 IRe Conc Pier Wall
1100% lot 10% 10 10% 10
10% 10
215/1 IRe Conc Abutment
In 1100 193% 193
Few insignificant width vertical cracks Both waterstained Debris built up on Abutment 4 seat Water
stains on backwalls
10% 10 I7% 17
10% I.
1 1080/1 1 Delamination/Spall/Patilft 11
10% I0 10% 10
1100% I1
10% 10
Map cracks, delammations and exposed rusted (R2) reinforcement at south corner of Abutment 1
1130/1 I Cracking (RC and Othelft 16
I0% 10 10% 10
1100% 16 10% 10
6 foot long horizontal crack in south end of Abutment 1 open up to 0 25 inch wide
260/1 'Slope Prot/Berms
I(EA) 12
Dirt berms Rock and concrete rubble nprap at each
1100% 12 10% 10
10% I.
10% 10
304/3 !Open Expansion Joint Ift 16
I o% I 0 15o% 13
150% 13
1 0% 10
Sliding plates in north curb of Abutment 4 only Missing plate at southeast
2360/3 1 Adjacent Deck or Head'ft 13
1 0% 10 110o% 13
10% 10 10% 10
Minor spalls adjacent to plates
311/1 1Moveable Bearing leach 112
I o% I 0
150% 16 150% 16
10% I.
Rockers at Pier 2 Pier 3 and Abutment 4 Debris at bearings Rockers at Abutment 4 all rotated 9 degrees
in the expansion direction at time of 2022 inspection
CDOT_SIA v10 - 4/10/2022
Structure ID WEL060 5-049 OA
Thu 06/23/2022 8 51 38
Page 2 of 6
Routine Inspection
Colorado Department of Transportation
Structure Inspection and Inventory Report (English Units)
Highway Number (ON) 5D: 00000 V
Mile Post (ON) 11: -1 mi
Linear Ref. Sys. MP: 1.958 mi
I 515/1 I Steel Protective Coatinisq.ft 112
10% 10 10% 10
10% 10 1100% 112
Painted. Failed at rust locations.
1000/1 I Corrosion leach 110
( 0% 10
160% 16 140% 14
10% 10
R1 to R2 rust of plates and rockers. R1 rust of interior rockers. R2 rust of Bearing 4D. Full quantity of 6 in
CS3 not used to avoid double counting.
2210/1 I Movement leach 12
(0% 10 10% 10 1100% 12
10% 10
Debris impaction restricts movement of exterior bearings.
Full quantity of 4 in CS3 not used to avoid double counting.
313/1 (Fixed Bearing leach 14
1 0% 10 ( 100% 14
10% 10
1 0% 10
Fixed at Abutment 1. Debris on bearings.
515/1 I Steel Protective Coatinilsq.ft (4
10% 10 10% 10
10% 10
(100% I4
Painted. Failed at rust locations.
I 1000/1 I Corrosion leach 14
1 0% 10 (100% 14
10% 10 10% 10
R1 rust on all bearings.
322/1 (Approach Roadway
I(EA) I1
Well aligned, no speed reduction required.
1 100% I 1 (0% 10
10% (0 10% 10
1326/1 'Bridge Wingwalls ((EA) I4
1100% 14
10% (0
10% 10
10% 10
Extensions of abutment backwalls. 1.5 foot long x full width x 4 inch deep spall at cover plate location in
curb with exposed and corroded reinforcement in southeast wingwall. No significant defects at
southwest, northwest, and northeast wingwalls.
329/1 ISidewalk/Median/Curb ((LF) 1331
1 100% (331 1 0% 10
(0% 10 (cm 10
A few insignificant width transverse and shrinkage cracks. Minor spalls in curb edges.
330/1 (Metal Bridge Railing Ift 1331
( 95% 1316 (4% 113
11% 12 10% (o
Galvanized W -beam on wide flange posts bolted to exterior faces of curbs.
I 515/1 I Steel Protective Coatinisq.ft 1331
1 99% 1329 (Os 10
10% 10
Galvanized. Galvanizing failed at rust locations.
1000/1 I Corrosion
lo 12
(2) areas of R4 rust with perforations at end section at southeast and northwest corners.
l 0% (0
lock 10 (100% 12
0% 10
7000/1 I Damage 1ft 113
10% 10
(100% (13
(Os 10 (0% 10
6 foot section on south side near Abutment 4 is damaged from collision. 6 foot section on north side and
near middle of Span 2 is damaged from collision. 1 foot tear in northwest corner of bridge rail.
501/1 (Channel/Bank ((EA) I1
1100% I1 10% 10
l0% 10 l0% 10
Winding channel with flow along Pier 2. Steep banks with trees, grass, and brush.
1600/1 (General Notes
I(EA) (1
I roes Jr
10% 10
(o% (0 10% 10
No approach rails. 5 inch utility pipe on north side. Non-standard object markers at southwest and
northeast corners.
9306/1 (Asphaltic Plg Exp Jt I(LF) 144
( 89% 139 111% I5
lo% 10 loss 10
New asphaltic plug installed prior to 2010 inspection at Abutment 4. Cracks along side of deck in shoulder
areas.
Inspection References and Definitions:
CDOT_SIA v10 - 4/10/2022 Structure ID: WEL060.5-049.0A
Thu 06/23/2022 8:51:38
Page 3 of 6
Routine Inspection
Colorado Department of Transportation
Structure Inspection and Inventory Report (English Units)
Crack Width Descriptions for Reinforced Concrete:
Insignificant cracking (M.) = Less than 0.012 wide
Moderate cracking (in.) = 0.012 to 0.05 wide
Wide cracking (in..) = Greater than 0.05 wide
Crack Width Descriptions for Prestressed Concrete:
Insignificant cracking (in.) = Less than 0.004 wide
Moderate cracking (in.) = 0.004 to 0.009 wide
Wide cracking (in.) = Greater than 0.009 wide
Maintenance Activity Summary
MMS Activity Description
200.31
Highway Number (ON) 5D: 00000 V
Mile Post (ON) 11: -1 mi
Linear Ref. Sys. MP: 1.958 mi
Rust Codes (R Codes):
R1 = Peeling of the paint, pitting, surface rust, etc., no measurable section loss.
R2 = Flaking, minor section loss (< 10% thickness loss).
R3 = Flaking, swelling, mod section loss (10% < thickness loss <30%).
R4 = Heavy section loss (> 30% thickness loss), may have holes through base metal.
Concrete Scaling Codes (S Codes):
S1 = Light scale up to 1/4" deep.
S2 = Moderate scale up to 1/2" deep with agg. exposed.
S3 = Heavy scale up to 1" deep with some agg. loose or missing.
S4 = Critical scale > 1" deep with reinforcing bars exposed and general disintegration
of the concrete.
Substructure -Patch spalls
Repair cracking, delaminations, and spalls in south end of Abutment 1.
1302.01
Install Type 3 object markers at all corners.
Misc-Install Sign
306.05
(Approach Railing
Recommended
6/13/2018
16/6/2022
6/23/2020
Status Target Year
L
u
12023
2023
2025
Install approach rails, transitions, and end treatments to meet current AASHTO/CDOT standards.
306.07
(Bridge Rail -Repair
6/6/2022
Repair/replace areas of damaged bridge rails if not completed per Activity 306.09.
306.09
Bridge Rail -Upgrade
Upgrade bridge rails to meet current AASHTO/CDOT guidelines.
5/4/2010
L
2024 I
[2025
Priority
Medium
Medium
Medium
Medium
Medium
CDOT_SIA v110 - 4/10/2022 Structure ID: WEL060.5-049.0A
Thu 06/23/2022 8:51:38
Page 4 of 6
Contract Form
Entity Information
Entity Name* Entity ID"
COLORADO COUNTIES, INC @00002822
Contract Name
2023 CCI BRIDGE GRANT APPLICATION
Contract Status
CTB REVIEW
❑ New Entity?
Contract ID
7522
Contract Lead *
MBEDELL
Contract Lead Email
MBedell@co.weld.co.us
Parent Contract ID
Requires Board Approval
YES
Department Project #
N/A
Contract Description
AN APPLICATION FOR BRIDGE GRANTS FUNDS TO HELP OFFSET THE COST OF THE BRIDGE 60.5/49A
REPLACEMENT PROJECT.
Contract Description 2
Contract Type * Department
APPLICATION PUBLIC WORKS
Amount*
($2,000,000.00)
Renewable *
NO
Automatic Renewal
NO
Grant
YES
IGA
NO
Department Email
CM-
PublicWorks@weldgov.co
Department Head Email
CM-PublicWorks-
DeptHead@weldgov.com
County Attorney
GENERAL COUNTY
ATTORNEY EMAIL
County Attorney Email
CM-
COUNTYATTORNEY@WEL
DGOV.COM
Grant Deadline Date
Requested BOCC Agenda Due Date
Date* 10/14/2023
10/18/2023
Will a work session with BOCC be required?*
NO
Does Contract require Purchasing Dept. to be
included?
NO
If this is a renewal enter previous Contract ID
If this is part of a MSA enter MSA Contract ID
Note: the Previous Contract Number and Master Services Agreement Number should be left blank if those contracts
are not in OnBase
Contract Dates
Effective Date
Termination Notice Period
Contact Information
Contact Info
Review Date*
12/31/2023
Committed Delivery Date
Renewal Date
Expiration Date*
12/31/2023
Contact Name Contact Type Contact Email Contact Phone 1 Contact Phone 2
Purchasing
Purchasing Approver Purchasing Approved Date
Approval Process
Department Head
.CURTIS HALL
DH Approved Date
10/12/2023
Final Approval
BOCC Approved
BOCC Signed Date
BOCC Agenda Date
10/18/2023
Finance Approver
CHERYL PATTELLI
Legal Counsel
BRUCE BARKER
Finance Approved Date Legal Counsel Approved Date
10/13/2023 10/13/2023
Tyler Ref*
AG 101823
Originator
MBEDELL
Hello