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Home My WebLink About20233101.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. 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NOt2S - -� �- , : • 4,000.0 0 2,000.00 4,000D Feet This map is a user genera�ec siabc o� tput (rom an In[emet mapo ng site and s (or reference oniy Data layers t ^at appea� on ehu map may or may nor �c accurate, WGS_1984_Web_Mercator_Auxiliary_Sphere ��rrent, or othe�vise rehaole 'J Weld County Colorado THIS MAP IS NOT TO BE USED FOR NAVIGATION Routine Inspection HighwayNumber (ON) SD: 00000 v Colorado Department of Transportation Mile Post (ON) 11 : - 1 mi Structure Inspection and Inventory Report (English Units) Linear Ref. Sys. MP: 1 . 958 mi Bridge Key: WEL060. 5-049.0A Inspection Date: 06/06/2022 Suff Rating: 75.6 SD G/F/P Condition : Poor NBI Reporting ID WEL060.5-049.0A Main Mat/Desgn 43A/B: 4 �2 Bridge Cost 94: 0.00 District (Region/Sect) Reg 4 MSec 1 Appr MaVDesgn 44A/B: 0 � Roadway Cost 95: 0.00 Tran Region 2T: 13 Main Spans Unit 45 : 3 Total Cost 96: 0.00 County Code 3: 123 Approach Spans 46: � Year of Cost Estimate 97: 2018 123 WELD Horiz Clr 47: 30.00 ft 8rdr Brdg Code/% 98A/B: -2 0.00 Place Code 4: 00000 Max Span 48: 57.0 ft Border Bridge Number 99: 0 non-city Str Length 49: 165.5 ft Deiense Highway 100: 0 Rte. (On/Under) 5A: � Curb Wdth L/R 50A/B: 2. 0 ft 2.0 ft Parallel Structure 101 : N Signing Prefix 58: 4 Width Curb to Curb 51 : 30.00 ft Direction of Traffc 102: 2 Level of Service SC : � Width Out to Out 52: 34.0 ft Temporary Structure 103: _ Direction Su�x 5E: � Deck Area : 5627 Hiahwav Svstams 104 0 Feature Intersected 6: Min Clr Ovr Brdg 53: 99.99 Fed Lands Hiway 105: 0 Lone Tree Creek Min Undrelr Ref 54A: N Year Reconstructed 106: Facility Carried 7 : Min Underclr 54B: 0.0 ft Deck Type 107: � County Road 60.5 Min Lat Clrnce Ref R 55A: N Wearing Surface 108A: 6 Alias Str No.BA: Min Lat Undrelr R SSB: 0. 0 ft Membrane 1086 : z C-18-CO Min Lat Undreir L 56: 0. 0 ft Deck Protection 108C: � Prll Str No. 8P: Deck 58: 4 Truck ADT 109: 2� �� °�a N/A Super 59: 6 Trk Net 110: � Location 9: Sub 60: 7 Pier Protection 111 : ! 4. 7 MI E OF JCT US 85 BYP Channel/Protection 61 8 NBIS Length 112: Y Max Clr 10: 99 99 Culvert 62: N Scour Critical 113: 5 BaseHiway Net12 : � Oprtng Rtg Method 63 1 LF Load Factc Scour Watch 113M: N IrsinvRout 13A: 123-0-2013 Operating Rating 64: 56 . 10 Future ADT 114: 4 ,376 IrssubRout No13B: 00 Operating Faclor 64: - Year of Future ADT 115: 2041 Latitude 16: 40d 25' 42.00" �nv Rtng Method 65 : � LF Load Factc CDOT Str Type 120A: CIC Longitude 1T 104d 35' 23.00" �nventory Rating 66: 33J0 CDOT Constr Type 1208: 00 Detour Length 19: z m� Inventory Factor 66: - Expansion Dev/Type 124: � Toll Facility 20: 3 Asph/Fill Thick 66T: 4 . 0 in Brdg Rail Type/Mod 125A/B : G 2 Custodian 21 : 02 Str. Evaluation 67: 6 Posting Trucks 129A/BIC: - - - Owner 22: 02 Functional Class 26 07 Deck Geometry 68: 4 Str Rating Date 130: 05/1611996 Year Buift 27 � gg7 Undrelr VerUHor 69: N Specfal Equip 133: 0 .00 Lanes On 28A: 2 Posting 70: 5 AUAbove Lega Vert Clr N!E 134A/8/C: X 99.99 0.00 Lanes Under 288: 0 Waterway Adequacy 71 : 8 Vert Clr SNV 135A/BlC: X 99. 99 0.00 ADT 29: 3 ,082 Approach Alignment 72: 8 Vertical Clr Date: 01 /01 /1901 Year of ADT 30 2021 Type Of Work 75A: -2 Weight Limit Color 739: 0, White Design Load 31 : 5 MS 18 (HS 20 ) Work Done By 756: ! Userkey 1 , Insp System OFFSYS Apr Rdwy Width 32: 25. 00 ft Length of Improvment 76 : Userkey 4, Insp Sched : EVN JUN N_0 Median 33: 0 Insp Team Indicator 906: NLD ENGINEER Userkey 5, UW Sched: Skew 34: 4� ° Inspector Name 90C: DICKHAUSENN Userkey 6, Pin Sched Structure Flared 35: � Frequency 91 24 months FHWA Bridge Risk: LOW Sfty Rail 36a/b/c/d: 0 0 0 0 FC Frequency 92A: FHWA UW Risk: NA Rail ht36h: 34.0 in UW Frequency 92B : FHWA Load Rating Risk: LOW Hist Signif 37: 5 SI Frequency (Pin) 92C: CBTE : NA Posting status 41 : A FC inspection Date 93A: Insoection Kev: OXIV Service on/un 42A/B: � 5 UW Inspection Date 936: Date Entered: 6/7/2022 12:00:0 SI Date (Pinl 93C: Entered By SalakhadinovZ Inspection Type: � Regular NBI EOR : Unknown Data Responsibility: Asset Management Inspection Rating Thu 06/23/2022 8 : 51 : 38 CDOT_SIA v10 - 4/10/2022 StruCture ID : WEL060. 5-049 . 0A Page 1 of 6 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 Routine Inspection HighwayNumber (ON ) 5D: 00000 v Colorado Department of Transportation Mile Post (ON ) 11 : - 1 mi Structure Inspection and Inventory Report (English Units) Linear Ref. Sys. MP: 1 .958 mi 353. 03 Deck-Replace 6/7/2016 � 2023 Monitor Monitor spalls and cracking in deck and schedule replacement if condition worsens. 353. 08 Deck-Seal 6/19/2014 � 2023 Medium Seal cracks in asphalt overlay along centerline and in travel lanes , at east end , and along plug joint. 357. 00 Subsiruct-Cln AbutmenUPier Seat 6113/2018 � 2023 High Remove debris from bearings . 358. 06 Substructure-Patch spalls 6/19/2014 � 2024 Low Patch spalls in southeast wingwall . Bridge Notes (Inspection > Inventory > Admin) Inventory route is west to east North side is upstream Superstructure is named Girder A through D from north to south Substructure is numbered 1 through 4 from west to east Inspection Notes (Inspection > Condition) Date : 06/06/2022 Time : 1 :08 PM Temp: 84 F Weather: Partly Cloudy Inspectors: ND/RB Item 60 (Substructure) raised from a 6 to a 7 in 2022 due to isolated location and significance of defects. Scour Item 113 Documentation Ins ection > CDOT Brid e WEL060 .5-049 .0A SCOUR Item 113 Screening Memo 2016 04 20. pdf Bat Present At Bridge (Inspection > Inventory > Agency Items > userkey9) No Inspection Access Requirements (Inspection � CDOT Bridge) Thu 06/23/2022 8: 51 : 38 CDOT_SIA v10 - 4/10/2022 Structure I D : WEL060 . 5-049. 0A Page 5 of 6 Routine Inspection HighwayNumber (ON) SD: 00000 v Colorado Department of Transportation Mile Post (ON ) 11 : - 1 mi Structure Inspection and Inventory Report (English Units) Linear Ref. Sys. MP: 1 .958 mi Scheduling Notes (Inspection > Schedule) Scope: 0 NBI 0 Element � Undervvater � Fracture Critical � Other Type : Regular NBI Team Leader Inspection Check-off: � FCM's ❑ Vertical Clearance � Posting Signs ❑ Stream Bed Profile � Essential Repair Verification Inspection Team: NLD ENGINEERING Inspection Date: 06106/2022 Inspector: Ryan Butkovich ��,� � " � [,f/�l.Q ��C �' �4't'l�f�l .�;. 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' � _ ' Dirt and Debris on Abutment 4 Bearing Seat CDOT Off-System Bridge Inspections Page 7 of 9 � Engineering WEL060 . 5-049. OA Count Road 60 . 5 over Lone Tree Creek � � C O L O R A D O Operations, LLC. y /`—� .— DeyartmentofTransportation Weld County Inspection Date : 6/6/2022 _ �� „ .. b • .sr , : �a �,' 9, � -_ , :' ;�:r.. ,-... µl � � � - � in ,`«. - 'i. , . > ,� �i - =� - -, �,� �. . ar � � t .�- ` �. � � � . y ^. -. . �. .,- � '::'� �7 '� . �� . +w.> � . . r . . �. , . ��. • ..ri -. .( � ZS. � �- � g l I . \ ♦ �. � i � 1 � :!� �.}y_'e' ' ' ' ; . •� � ��l <Y� . :i� � .• � .y �� . { �L' . � :r . ' �� + _ � �'i°;S . .y Y..� R " � > ;r� , . '��, * - -� - ' �, „f. e _ x� � i:_ }, , . _ � y , ; � � 2�Yx y�� .?� M �� . , _ . f ' ",.� $ " . . , n / J� 9�� ` �,�y� a _ . � ",MrV.r, ' � 4�! M'1-_ " • �� . . .K. �� \ �i uL� _ . . r �•iR..'� ' ^ '.. �:i�' {::: . - � . . - • i4 ' � • 1 .. { l_ v . .. T ��/ � ' R1 � � - _ y � . } \ n w i.�j�: ' . � ) Cf O � i . V S .' � �. • _ . � �.. � I '. � . S . . . " - . _'y. �'✓ +` . _� . _ ' �. . . `� �` �� . . 1 ' . ` , . � ~ Q ' .. . . . {` i � k. l •. � . �: . / - . � � Impact Damage of North Bridge Rail Over Span 2 . , _ . _ - � ---�--� .. • . r . �.. . . - .. ,+.,.� - '� «1� :�,�,� �,, � �- . �e� ,,. +�wwu � 7 " �' � - . -. . � � ;,� „ , �� 3, � ,_; . , �. ,, r � � �. , , , 4 � S, � � i �, . . :,. s — ,,,., , . - - :� , : �, ,: :._ -: : .;.: , ; f .... ` _„ ' ��,. . ;_ •-._ . : , ,;_; � - .,� i� J ; � i . 7 Rust of South Bridge Rail at East End CDOT Off-System Bridge Inspections Pagc 8 of 9 � Engineering WEL060 . 5-049. OA County Road 60 . 5 over Lone Tree Creek � c o l o R A D o Operations, LLC nepartmentotrransporcation Weld County Inspection Date : E '� 202 ? � ; _ _ i \ � �:' \ '' ' - , ; .. - , `-.,� _ _ , . ,, ; � - . . : . �. .,,.. ' .� . _ IL :. .� _ � ,, � - � - - ', ` , . '' �A . � . ' �: _ . . . . � vt, �. , ` , .. .��f� ( . 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Y� i.yJ� �ii � � �i •�P..: :A eSc S '� • . . � . , � ' ''+ " �Y= �. -y .. Y�'.� , �"�;�! ' � . a ' . . �'' , � , �. i � � y � . Q�. � .� `�:; '? 'yr�� "1 ' _ a7 !r.. . . . . �y� ' . . • �+ , = X ' . ... . _ . . . . , , � . .v� � 2.�� ..., ti . .o•. . :9 �'- r . . ... .+f�'� ;. . � � . . , . , y , r � rF' -� �� 1 � - ' . , . _ _. 7 : . . . ':" . _ . :. _ . -. _ . �_ ' ' Spall in Top of Southeast Wingwall CDOT Off-System Bridge Inspections Page 9 of 9 WEL060 . 5 - 049 . 0A L0NE � TREE CREEK rvoRrH 1 47 SKEW � �- �J� / _ // � C0UNTY R0AD 60 . 5 // _ / 0J� o � 0� / `L// �// DIRECTI0N / 0� `� a Q�4,� Q�k,� 0F INVENT0RY ¢ PLAN 165 ' - 6 " STR . LENGTH A � A4 C0FFER P3 DAM P2 5 � - 4 " 44 - 6 CLR . SPAN 57 - 0 MAX . SPAN 49 - 6 CLR . SPAN 5 - 4 . .. . ,. , ,. . .. . ,. 2 ' - 0 " 2 - 0 ELEVATION L00KING N0RTH 34 ' - 0 " 0/0 1 ( 49 ' - 10 " 0/0 SKEW) 30 ' - 0 " CURB - CURB GALV. W - BEAM RAIL 0N 6a "x6 " I — BEAM P0STS � 6 ' - 3 " 0 . C . � 4 " ASPHALT 0N 7Yz " DECK _ ,� � � 8 Q N d' � 5 �� PLASTIC C0NDUIT B C D 3 SPA � 9 ' - 0 " 0 . C . SECTION L00KING EAST � _ • ., c. -� ; �OLORADO UEPQRTME�17' QF TRANSPORTATlON strUcture #��,f� � LC�� D F�C�'� F8 R�`fB �ICa � � l� 61JlII� F��' Statehighway # J • 3 aie us�ng In Batch I. D. ��Q�3 Asphalt thickness : �� mm { z ) jl.Q Colorado legal foads Swcture type � �� ❑ Intorstate iegal loads Paratlel structure # Structural member � f� � -�n � �', a'" C�. 'r�A'!b /' � Matric tons (Tons) inventary Z� 9 � 63/. �'' } �D, 1v � 33 . 7d ` � ` � Operating ��, l ( .t3 O ) �'O. q �5'lO . f / � � � � "Eype 3 tn�ck � � � � � � � � Type 3S2 truck ( � � � � � � � , � Type 3-2 iruck � � ( � � � � � \ Permi4 truck ( � � � � � � � � � � a o m _. ❑ Type 3 Truck D Type 3S2 Truck � Type 3-2 Tn,ck Inlorslato 27 .8 molric lons (24 tons) Inlerstate 31.5 metric lons (30lons� � Inler�afo , ColoraQo 24. 5 motnc lons (27 tons� Colaado 38.6 mefric fons �42 S toney 35.q met,ic ic�,s (33 io.r.;) CAlwado 386 rra��ic lixr (4251onj � � - (--- '--� ' t . � ►Jetrictons Tons �letrictons Tons MeUictons Tons Commen� � B � � g i g � � �q � t � � !e „ , r 1 ^ O � . f �� ..r V � . : . _ � < < � = � � Eii. ._ ; _ �`' EG �t�.� -� , � � ._'�., F�.a; [a I� `r. " � .,�;��ft��. {�1C. �.C� Li � R Rat Daee �hecked by Date � ��/� � Previous editions are obsofete and may not be used C�OT Form C1t87 1l95 • • COLORADO � Department of Transportation � � � Item 113 = N CDOT OFF-SYSTEM BRIDGE SCOUR SCREENING CHART NO Bridge over waterway? Stop / Document STRUCTURE ID : WEL060 . 5-049 .0A YES �z � FACILITY CARRIED : County Road 60 . 5 YEs Item 113 = 7, 6 , 4, 3 , 2 , 1 ? FEATURE INTERSECTED : Lone Tree Creek No Structure Probability of Failure ( P ) : 0 . 00025 �3� Minimum Performance Level ( MPL) : 0 . 0005 Foundations well above vEs Item 113 = 9 lood water elevations? Stop / Document Rat1O ( P�MPL� : 0 . 5 "o ITEM 113 = 5 tEs �°� POA REQUIRED (Y/N ) : N Reported scourissues? POA COMPLETION DATE : N/A NO �5� EVALUATED BY : Auto-Generated CBC , CMP, RCP or YEs Item 113 = 8 ORGANIZATION : Stantec Consultin Stop / Document g floored structure? DATE : 4/20/2016 NO �6� REVIEWER COMMENTS : YES open-bottom culvert? WEL060 . 5-049 .OA was previously rated Item 113=5 or 8, has no reported scour problems, and passes the P/ MPL test. Item 113 No code will not change . (�� No Change NCHRP Doc 107 vEs Item 113 = 5 or 8 P / MPL ratio < 1 ? Stop / Document NO �$ ) Engineering Review vEs Stop / Document Is available information sufficient for coding? NO �9� � � �� Item 113 = 3 ADT ≥ 100 ? N� In NHS ? No POA = Monitor until replaced rEs vEs HEC- 18 scour analysis and POA ( 11 ) Bridge or open-bottom vEs culvert? CulveR analysis and POA NO Save file ar. �structure number] Scour Screening Memo VYV1'-MM-DD.pdf STREAMBED HISTORY I -�- 2012 -� 2014 -�- 2016 -f 2018 t 2020 t 2022 J A1 P2 P3 A4 0 . 0 - - - - LOW CHORD � 2 . 0 _ _-- __- --_ _ _ O g4 . 0 _.. ------ - - .__ _ _ . _ -- ._. _ ---- ---- _ _ � W 6 . 0 _ _ _ __ _.._._ _ _ ___--- ---- - _.._.._... ___----- _ ---- O � mo 8 . 0 _ _ _ _ _ _ � � O 10 . 0 - LL = WTR VL cw.� 3 12 . 0 --- -_ ____ _ _ _ _ _ _ _ _ _ -- Q � 14 . 0 _ _ � N 16 . 0 _ _ _ _ _ O 18 . 0 . _ _i_ ; _ ; _ - __ ,_ __ 0 . 0 25 . 0 50 . 0 75 . 0 100 . 0 125 . 0 150 . 0 CLEAR DISTANCE FROM A1 (FEET) 0 .0 30.2 50 . 8 62 .8 80 . 3 109 .8 141 .5 165.5 W. L 2012 2 .8 11 . 3 13 . 6 13 .6 13 . 1 13 . 1 10 . 0 3 . 3 2014 2 . 8 11 . 1 13 . 6 13 . 8 12 . 9 12 . 7 10 .3 3 . 3 2016 2 . 6 11 . 5 13 . 6 14 .2 12 . 9 13 . 0 11 . 1 3 . 3 2018 3 .0 10 . 9 13 . 8 13 .7 12 .4 12 . 8 10 . 5 3 . 2 13 . 0 2020 3 . 1 10 . 3 13 . 6 13 . 0 11 . 8 12 .8 9 . 3 3 . 7 12 .4 2022 2 . 9 10 .6 13 . 5 12 . 7 12 . 3 12 .8 9 . 2 3 . 3 13 . 3 STRUCTURE NUMBER : WEL060 . 5 . 049 . 0A PERFORMED BY: ND/RB INSPECTION DATE : 6/6/2022 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