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Home My WebLink About20222990.tiffRESOLUTION RE: APPROVE TWO (2) OFF -SYSTEM BRIDGE PROGRAM APPLICATIONS FOR BRIDGE 60.5/49A AND BRIDGE 34/17A REPLACEMENT PROJECTS, 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 two (2) Off -System Bridge Program Applications for Bridge 60.5/49A and Bridge 34/17A Replacement Projects between 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, and Colorado Counties, Inc. (CCI), with further terms and conditions being as stated in said applications, and WHEREAS, after review, the Board deems it advisable to approve said applications, copies of which are attached hereto and incorporated herein by reference. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the two (2) Off -System Bridge Program Applications for Bridge 60.5/49A and Bridge 34/17A Replacement Projects between 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, and Colorado Counties, Inc. (CCI), be, and hereby are, approved. BE IT FURTHER RESOLVED by the Board that the Department of Public Works be, and hereby is, authorized to submit said applications electronically. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 26th day of October, A.D., 2022. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO ATTEST: dj,/vo;4- Weld County Clerk to the Board ounty ney Date of signature: I I x'/22 - chit K. James, Chair Cc:p&(cH/ER/Ks/DD) AcT(cP/cD) 111(0/22 2022-2990 EG0080 Con4r64 it # (03 O BOARD OF COUNTY COMMISSIONERS PASS -AROUND REVIEW PASS -AROUND TITLE: CCI Applications for Bridge Replacement Grant Funds for 2023-2025 DEPARTMENT: Public Works DATE: 10/10/2022 PERSON REQUESTING: Michael Bedell and Don Dunker Brief description of the problem/issue: The annual applications for bridge replacement grant funds through Colorado Counties Inc. (CCI) are due October 28, 2022. Public Works Department would like to submit grant applications for bridges 60.5/49A and 34/17A. Bridge 60.5/49A crosses Lone Tree Creek about 2 miles east of the Airport on WCR60.5. This structure was constructed in 1967, is classified as structurally deficient, and has been defined as "poor" on the CDOT Off - System Structure Eligibility List. The total cost estimate for this bridge replacement is $8,700,000. The total available grant funds described in the CCI memo for this round of grant funding is $13.6 million. Since there is not a lot of available grant funds, and the goal of CCI is to spread those funds amongst as many qualified applicants as possible, we are proposing to request a grant of $1,000,000 for this bridge replacement. The remainder of the estimated costs, $7,700,000, would be the County's contribution to the project (89%). This bridge would be our #1 priority for this grant funding and is included in our current 5 -year CIP. Bridge 34/17A crosses Saint Vrain River about 2 miles west of Platteville on WCR34. This structure was constructed in 1960, is classified as structurally deficient, and has been defined as "poor" on the CDOT Off - System Structure Eligibility List. The total cost estimate for this bridge replacement is $13,600,000. For the reasons described above we are proposing to request a grant of $1,000,000 for this replacement. The remainder of the estimated costs, $12,600,000, would be the County's contribution to the project (93%). This bridge would be our #2 priority for this grant funding since it is less time critical than Bridge 60.5/49A. This bridge is also included in our 5 -year CIP. What options exist for the Board? (Include consequences, impacts, costs, etc. of options): • Approve staff to move forward with both grant applications as shown above. o Potentially receive $2.0M in grant funds to offset estimated expenditures of $22.3M. • Approve staff to move forward with one highest priority of the grant applications as shown above. o Potentially receive $1.0M in grant funds to offset estimated expenditures of $8.7M. • Change the amount of grant funding being requested and apply for one or both bridges. • Deny staff submitting for these grant funds for the replacement of these bridges. 2022-2990 I°/at, ggDo86 Recommendation: Staff recommends applying for both projects and requesting $2.0M on the applications with the County contributing the remainder of the needed funds. Staff requests authorization to place these bridge grant applications on the BOCC Meeting Agenda prior to October 28 ". Perry L. Buck Mike Freeman, Pro-Tem Scott K. James, Chair Steve Moreno Lori Seine Approve Recommendation (- Schedule Work Session Other/Comments: COLORADO SPECIAL HIGHWAY COMMITTEE Off -System Bridge Program Application Data Structure Number WEL60.5/49A Application Date 10/10/2022 Structure Location Lone Tree Creek County/ Municipality Weld County CDOT Engmeenng Region Region 4 CDOT Local Agency Coordinator Consulted Prior to Jake Oneal ApPhcation 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) $ 8,700,000 Year the total project cost estimate was created 2022 20% minimum local match amount $ 1,740,000 Local overmatch amount $ 5,960,000 Proposed total local match amount $ 7,700,000 Local match commitment documentation Narrative Letter SHC grant amount requested $ 1,000,000 Colorado fiscal years when funding will be required 2024 Anticipated start date Anticipated completion date February -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 SHC Worksheet For further definition of terms, see the Structure Management Manual Section 5, Off -System Bridge Program 8/2020 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 10, 2022 RE: Narrative for Bridge WEL060.5-049.0A (Fiscal Years 2023-2025 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 spoiling 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 $1,000,000 grant from the available bridge replacement funds. We estimate the replacement cost at $8,700,000 with the Weld County portion being $7,700,000 (89%). 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. fiLle4CD °LDS& Michael Bedell, P.E. Senior Engineer SPECIAL BRIDGE FUN r -- .I RIDGE PROJECT COST ESTIMATE Structure Number WEL060 5-049.0A Municipality/County- Weld Priority # Average Daily Traffic (ADT) 3,082 Engineering Preliminary Engineering Design Engineering Construction Engineering and Staking Project Engineering Final Inspection TOTAL ENGINEERING COSTS Labor - Matei la's - Equipment Mobilization Site Preparation Excavation Abutments/Piers/Piling Structure/Deck/Guard Rail Approaches Pavement $ 50,000 $ 800,000 300,000 190,000 10,000 $ $ 500,000 $ 500,000 $ 600,000 $ 2,000,000 $ 2.000,000 $ 600,000 $ 600 000 TOTAL LABOR - MATERIALS - EQUIPMENT COSTS Contingencies TOTAL PROJECT COSTS Design/Engmeening Start Date (mo/yr) Date of Bid Opening (mo/yr) 02/2024 $ $ 1,350,000 6 800 000 550,000 8,700,000 10/2026 Construction Start Date (mo/yr) 11 /2026 Construction Completion Date (mo/yr) 06/2027 Mb Estimate Prepared by Michael Bedell, P E Phone (970) 400-3706 Title Sr Engineer Date 10/03/21 Approved by Don Dunker, P E Phone (970) 400-3749 Title County Engineer Date 10/03/21 This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable THIS MAP IS NOT TO BE USED FOR NAVIGATION 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 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 District (Region/Sect). Reg 4 MSec 1 Wan Region 2T. 13 County Code 3: 123 123 WELD Place Code 4: 00000 non -city Rte (On/Under) 5A: 1 4 Signing Prefix 5B: 1 Level of Service 5C: 0 Direction Suffix 5E: Feature Intersected 6: Lone Tree Creek Facility Carried 7: County Road 60.5 Alias Str No 8A: C -18 -CO Prll Str No. 8P. N/A Location 9: 4.7 MI E OF JCT US 85 BYP Max Clr 10: 99.99 BaseHiway Net12: 0 IrsinvRout 13A. 123-0-2013 IrssubRout No13B: 00 Latitude 16: 40d 25' 42.00" Longitude 17: 104d 35' 23 00" Detour Length 19: 2 mi Toll Facility 20: 3 Custodian 21: 02 Owner 22: 02 Functional Class 26: 07 Year Built 27: 1967 -__r__ Lanes On 28A: 2 Lanes Under 28B: 0 ADT 29: 3,082 Year of ADT 30: 2021 Design Load 31: 5 MS 18 (HS 20) Apr Rdwy Width 32: 25.00 ft Median 33: 0 Skew 34: 47 ° Structure Flared 35: 0 Sfty Rail 36a/b/c/d: 0 0 0 0 Rail ht36h: 34.0 in Hist Signif 37: 5 Posting status 41: A Service on/un 42A/B. 1 5 Inspection Type: FOR Regular NBI Unknown Main Mat/Desgn 43A/B: Appr Mat/Desgn 44A/B: Main Spans Unit 45: Approach Spans 46: Horiz CIr 47: Max Span 48: Str Length 49: Curb Wdth L/R 50A/B: Width Curb to Curb 51: Width Out to Out 52: Deck Area Min Clr Ovr Brdg 53 Min Undrclr Ref 54A Min Underclr 54B: Min Lat Clrnce Ref R 55A: Min Lat Undrclr R 55B: Min Lat Undrclr L 56: Deck 58: Super 59: Sub 60: Channel/Protection 61: Culvert 62: Oprtng Rtg Method 63 Operating Rating 64: Operating Factor 64: Inv Rtng Method 65 Inventory Rating 66 Inventory Factor 66: Asph/Fill Thick 66T: Str. Evaluation 67: Deck Geometry 68: Undrclr Vert/Hor 69: TPosting 70: Waterway Adequacy 71: Approach Alignment 72 Type Of Work 75A: fr Work Done By 75B: Length of Improvment 76: Insp Team Indicator 90B: Inspector Name 90C: Frequency 91: FC Frequency 92A: UW Frequency 92B: SI Frequency (Pin) 92C: FC Inspection Date 93A: UW Inspection Date 93B: SI Date (Pin) 93C: 4 02 0 3 0 0 30.00 ft 57.0 ft 165.5 ft 2.0 ft 2.0 ft 30.00 ft 34.0 ft 5627 99.99 N 0.0 ft N 0.0 ft 0.0 ft 4 6 7 8 N 1 LF Load Factc 56.10 1 LF Load Factc 33.70 4.0 in 6 4 N 5 At/Above Lega 8 8 -2 I NLD ENGINEER DICKHAUSENN 24 months Bridge Cost 94. Roadway Cost 95: Total Cost 96: Year of Cost Estimate 97: Brdr Brdg Code/% 98A/B. Border Bridge Number 99: Defense Highway 100: Parallel Structure 101: Direction of Traffic 102: Temporary Structure 103: Hiohwav Systems 104 Fed Lands Hiway 105: Year Reconstructed 106: Deck Type 107: Wearing Surface 108A: Membrane 108B: Deck Protection 108C: Truck ADT 109: Trk Net 110: Pier Protection 111: NBIS Length 112: Scour Critical 113: Scour Watch 113M: Future ADT 114: —61 Year of Future ADT 115: CDOT Str Type 120A: CDOT Constr Type 120B: Expansion Dev/Type 124: Brdg Rail Type/Mod 125A/B: Posting Trucks 129A/B/C: Str Rating Date 130: Special Equip 133: Vert CIr N/E 134A/B/C: Vert Clr S/W 135A/B/C: Vertical Clr Date: Weight Limit Color 139: Userkey 1. Insp System: Userkey 4, Insp Sched: Userkey 5, UW Sched: Userkey 6, Pin Sched: FHWA Bridge Risk: FHWA UW Risk. FHWA Load Rating Risk: CBTE. Inspection Key Date Entered: Entered By: Data Responsibility: Asset Management 0,00 -, 0.00 0.00 2018 -2 0.00 0 0 N 2 r 0 0 1 6 2 0 27.00 % 0 Y 5 N 14,376 2041 CIC 00 1 G 2 - -I 05/16/1996 0.00 X 99.99 0.00 X 99.99 0.00 01/01/1901 0, White OFFSYS EVN JUN N_0 LOW NA LOW NA OXIV 6/7/2022 12:00:0 SalakhadinovZ Inspection Rating CDOT_SIA v10 - 4/10/2022 Structure ID: WEL060.5-049.0A Thu 06/23/2022 8:51:38 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 Mile Post (ON) 11 -1 ml Linear Ref Sys MP 1 958 m1 Elm/Env Description Unit Total Qty in1 Qty St 1 %in2 Qty St 2 in Qty St 3 in 4 Qty St 4 1211 Re Concrete Deck sgft 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 3B and 3C at Abutment 4 510/1 I Weanng Surfaces Isq ft 14965 1 96% 14770 1 0% 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 (Weanng Su'sq ft 1195 1 0% 10 10% I0 1 100% 1195 I °% 10 1080/1 1 Delamination/SpaII/Pao1sq ft 16 10% 10 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 delaminations 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 mbar in north overhang of Span 3, near Abutment 4 1 foot long x 6 inch wide x 1 inch deep spall at failed 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 I Efflorescence/Rust Stailsq ft 14501 10% 10 125% 11125 175% 13376 10% '0 80% of map cracking has efflorescence and 60% with rust staining 1130/1 I Cracking (RC and Othelsq ft 11118 10% 1a I.% 10 1100% 11118 1 0% lo 100% of soffit has insignificant width map cracking up to 0 01 inch wide at 4 Inch spacing 107/1 'Steel Opn Girder/Beam Ift 1662 1 66% 1439 12% 110 132% 1213 10% lS (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 Coatwlsq ft 1662 10% 10 10% 10 166% 1439 I34% 1223 Painted Chalking and faded throughout Faded at rust locations 1000/1 1 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 I. 1100 Minor honeycombing on pier walls Cofferdam/footing exposed up to 3 Inches at upstream nose of Pier 2 1 0% 10 14% Ito 196% 1213 I3% 10 210/1 IRe Conc Pier Wall 1100% 1100 10% 10 10% 10 I.% I. 215/1 IRe Conc Abutment Ift 1100 193% 193 l 0% 10 17% 17 10% 10 Few insignificant width vertical cracks Both waterstained Debris built up on Abutment 4 seat Water stains on backwalls 1080/1 I Delamination/SpallPatclft 11 10% 10 10% 10 1100% I1 10% 1a Map cracks, delaminations, and exposed rusted (R2) reinforcement at south corner of Abutment 1 1130/1 1 Cracking (RC and Othelft 16 10% 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/Benns I(EA) 12 Dirt berms Rock and concrete rubble nprap at each 100% 12 10% 10 10% 10 10% 10 304/3 'Open Expansion Joint Ift 16 0% I0 150% I. 150% 13 10% I. Sliding plates in north curb of Abutment 4 only Missing plate at southeast 2360/3 I Adjacent Deck or Headlft 13 0% lo ' 100% 13 10% 10 10% I0 Minor spalls adjacent to plates 311/1 'Moveable Bearing leach 112 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 1 0% 10 150% IS 150% 16 I.% 10 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 ml Linear Ref Sys MP 1 958 ml 515/1 1 Steel Protective Coatinisq ft 112 1 o% 10 1 o% 10 10% 10 1100% 112 Painted Faded at rust locations 1000/1 I Corrosion leash Ito 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 10% 10 160% 16 140% 14 10% 10 I 2210/1 I Movement leach '2 10% 10 10% I. 1100% 12 10% 10 Debris impaction restricts movement of exterior bearings Full quantity of 4 in CS3 not used to avoid double counting bush 14 Fixed at Abutment 1 Debris on bearings 313/1 'Fixed Bearing 10% I. 1100% 14 10% 10 1 0% 10 515/1 I Steel Protective CoatisJoq ft 14 10% lo 10% 10 10% 10 1100% 14 Painted Faded at rust locations I 1000/1 I Corrosion leach 14 10% 10 1100% 14 Io% I0 10% lo R1 rust on all bearings (322/1 'Approach Roadway 1(EA) I1 1100% I1 10% 10 10% 10 10% 10 Well aligned, no speed reduction required 326/1 'Bridge Wmgwalls I(EA) 14 Extensions of abutment backwalls 1 5 foot long x full width x 4 inch deep spell at cover plate location in curb with exposed and corroded reinforcement in southeast wingwall No significant defects at southwest, northwest and northeast wingwalls 1 100% 14 10% Jo 10% I. 1329/1 ISrdewalk/Median/Curb I(LF) 1331 1100% 1331 10% I. 10% I. I o% '0 A few insignificant width transverse and shrinkage cracks Minor spells m curb edges 330/1 'Motel Bridge Railing Ift 1331 195% 1316 14% 113 11% 12 Galvanized W -beam on wide flange posts bolted to exterior faces of curbs I 515/1 I Steel Protective Coatiro'sq ft '331 I99% 1329 10% ICI 10% 10 It% 12 Galvanized Galvanizing failed at rust locations 1000/1 I Corrosion 1ft 12 (2) areas of R4 rust with perforations at end section at southeast and northwest corners 10% Jo 1 o% 'o 1100% 12 10% 10 7000/1 I Damage 1ft 113 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 10% 10 1100% 113 I0% lo '0% 10 501/1 IChannel/Bank 1(EA) I1 1100% I1 10% I. 10% 10 10% 10 Winding channel with flow along Pier 2 Steep banks with trees, grass, and brush 600/1 'General Notes I(EA) I1 No approach rails 5 inch utility pipe on north side Non-standard ob/ect markers at southwest and northeast corners 11.0% I1 10% I. 10% I. -10% 10 19306/1 'Asphaltic Pig Exp Jt 1(LF) 144 189% I30 111% 15 1o% l0 10% l0 New asphaltic plug installed prior to 2010 inspection at Abutment 4 Cracks along side of deck m shoulder areas Inspection References and Definitions CDOT SIA 010 - 4/10/2022 Structure ID WEL060 5-049 OA 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 (in ) = 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 Substructure -Patch spalls 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 Repair cracking, delaminations, and spalls in south end of Abutment 1 302 01 Misc-Install Sign Install Type 3 object markers at all corners 306 05 Approach Railing Recommended Status Target Year Priority 6/13/2018 2023 Medium 6/6/2022 2023 Medium 6/23/2020 2025 Medium Install approach rails, transitions, and end treatments to meet current AASHTO/CDOT standards 306 07 Bridge Rail -Repair 6/6/2022 2024 Medium 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 2025 Medium CDOT SIA v10 - 4/10/2022 Structure ID WEL060 5-049 OA Thu 06/23/2022 8 51 38 Page 4 of 6 Routine Inspection Colorado Department of Transportation Structure Inspection and Inventory Report (English Units) 353.03 [Deck -Replace Highway Number (ON) 5D: 00000 V Mile Post (ON) 11 -1 mi Linear Ref Sys. MP 1.958 mi 6/7/2016 Monitor spalls and cracking in deck and schedule replacement if condition worsens. 353.08 Deck -Seal 6/19/2014 2023 2023 Seal cracks in asphalt overlay along centerline and in travel lanes; at east end, and along plug joint. 357.00 Substruct-Cln Abutment/Pier Seat Remove debris from bearings. 358.06 Substructure -Patch spalls Patch spalls in southeast wingwall. Bridge Notes (Inspection > Inventory > Admin) 6/13/2018 6/19/2014 2023 2024 Monitor Medium High Low 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 (Inspection > CDOT Bridge) 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) CDOT_SIA v10 - 4/10/2022 Structure ID: WEL060.5-049 OA Thu 06/23/2022 8:51:38 Page 5 of 6 Routine Inspection Colorado Department of Transportation Structure Inspection and Inventory Report (English Units) Scheduling Notes (Inspection > Schedule) Scope: [0 NBI 14 Element Team Leader Inspection Check -off: ■ ■ ■ FCM's Posting Signs Essential Repair Verification Inspection Team: NLD ENGINEERING Inspection Date: 06/06/2022 ■ Highway Number (ON) 5D 00000 V Mile Post (ON) 11 -1 mi Linear Ref Sys. MR 1 .958 mi Underwater ■ Fracture Critical ■ Other Type: Regular NBI ■ ■ Vertical Clearance Stream Bed Profile Inspector: Ryan Butkovich (limm Lea}44,44bm Inspector (Team Leader): NINA DICKHAUSEN CDOT_SIA v10 - 4/10/2022 Structure ID: WEL060.5-049.0A Thu 06/23/2022 8:51:38 Page 6 of 6 tO Engineering Operations, LLC. WEL060.5-049.OA County Road 60.5 over Lone Tree Creek Weld County Inspection Date: 6/6/2022 Ch tool Roadway Looking East 1,r. • - ti Elevation Looking South •ir.if 4.• •r L 1A'-`, �, +• ' , .•_a - M k COLORADO Department of Transportation CDOT Off -System Bridge Inspections Page 1 of 9 WEL060.5-049.0A County Road 60.5 over Lone Tree Creek Weld County Inspection Date: 6/6/2022 WEL060.5-049.0A County Road 60.5 over Lone Tree Creek Weld County Inspection Date: 6/6/2022 0 Engineering Operations, LLC. WEL060.5-049.0A County Road 60.5 over Lone Tree Creek Weld County Inspection Date: 6/6/2022 ‘1‘ Multi Directional Cracking in Asphalt on Deck at East End Typical Spalling and Delamination's in Deck Soffit of Bay 3C COLORADO Department of Transportation CDOT Off -System Bridge Inspections Page 4 of 9 0 Engineering Operations, LLC. WEL060.5-049.0A County Road 60.5 over Lone Tree Creek Weld County Inspection Date: 6/6/2022 a Typical Map Cracking with Rust Staining and Efflorescence in Deck Soffit of Bay 3A Rust of Girder 1A Top Flange Near Abutment 1 COLORADO Department of Transportation CDOT Off -System Bridge Inspections Page 5 of 9 e0 Engineering Operations, LLC. WEL060.5-049.0A County Road 60.5 over Lone Tree Creek Weld County Inspection Date: 6/6/2022 Horizontal Crack with Delamination in South End of Abutment 1 Rust and Debris Impaction of Bearing 4D COLORADO Department of Transportation CI)OT Off -System Bridge Inspections Page 6 of 9 0 Engineering Operations, LLC. WEL060.5-049.0A County Road 60.5 over Lone Tree Creek Weld County Inspection Date: 6/6/2022 0 COLORADO ® doe* Typical Rocker Bearing Rotation at Abutment 4, Bearing 4D Shown Dirt and Debris on Abutment 4 Bearing Seat Department of Transportation C1)OT Off -System Bridge Inspections Page 7 of 9 cO Engineering Operations, LLC. WEL060.5-049.0A County Road 60.5 over Lone Tree Creek Weld County Inspection Date: 6/6/2022 ti; COLORADO Department of Transportation Impact Damage of North Bridge Rail Over Span 2 Rust of South Bridge Rail at East End CDOT Off -System Bridge Inspections Page 8 of 9 Engineering Operations, LLC. WEL060.5-049.OA County Road 60.5 over Lone Tree Creek Weld County Inspection Date: 6/6/2022 SpaII in Top of Southeast Wingwall COLORADO Department of Transportation CDOT Off -System Bridge Inspections Page 9 of 9 WEL060 5-049 OA / PLAN LONE TREE /CREEK NORTH / // 47 SKEW // COUNTY ROAD 60 5 // 165'-6" STR LENGTH 4)// DIRECTION _ OF INVENTORY / / 154 N Al 5'-4 COFFER DAM P2I 44'-6" CLR SPAN P3 57'-0" MAX SPAN 49'-6" CLR SPAN ELEVATION LOOKING NORTH 5" PLASTIC CONDUIT SECTION LOOKING EAST -0" 34'-0' 0/0 1 (49'-10" 0/0 SKEW) A4 5 -4' 30'-0' CURB -CURB GALV W -BEAM RAIL ON 6(-a"x6" I -BEAM POSTS @ 6'-3" 0 C r1 _ 4" ASPHALT ON 71," DECK I I A B 3 SPA @ 9'-0" O C C I Metric tons Tons Metric tons Tons COLORADO DEPARTMENT OF TRANSPORTATION LOAFACTOR RATING SUMMARY using Asphalt thickness .5/ mm ( 10 Colorado legal loads 113 Interstate legal loads Structural member 5I q jo --717` 74Z e.• oar' Metric tons (Tons) ) Paraflel structure # Inventory zef (.57.r) 00,&(e3.-7) `Operating 40, /(.6-s.a) X0.9 (56./ ) Type 3 truck ( ) ( ) ( ) ( Type 382 truck ( ) ( ) ( )t f ( ) Type 3-2 truck ( ) ( ) ( ) ( ) , Permit truck ( ) y ( ) ( ) lnlarslato 354 =Morons (331ons) Colorado 36 6 menc lore 025 fon) Metric tons Tons Comments _ )DC -E REINSPECTED BUT r .' Dad :RATED BY L _WCO il�C Previous edtttons are obsolete and may not be used CDOT Form C1187 1/95 YES YES YES 4 _ Bridge over waterway? YES Item 113 = 7, 6, 4, 3, 2, 1? NO Foundations well above lood water elevations? NO Reported scour issues? NO CBC, CMP, RCP or floored structure? Open -bottom culvert? NO NCHRP Doc 107 P/MPL ratio <1? NO Engineering Review: Is available information sufficient for coding? NO, NC YES YES YES O Item 113 = N Stop / Document Item 113 = 9 Stop / Document Item 113 = 8 Stop / Document No Change Item 113 = 5 or 8 Stop / Document Stop / Document COLORADO Department of Transportation CDOT OFF -SYSTEM BRIDGE SCOUR SCREENING CHART STRUCTURE ID: WEL060.5-049.0A FACILITY CARRIED: County Road 60.5 FEATURE INTERSECTED: Lone Tree Creek Structure Probability of Failure (P): Minimum Performance Level (MPL): Ratio (P/MPL): N ITEM 113 = POA REQUIRED (V/N): POA COMPLETION DATE: 0.00025 0.0005 0.5 5 N N/A EVALUATED BY: Auto -Generated ORGANIZATION: Stantec Consulting DATE: 4/20/2016 REVIEWER COMMENTS: WEL060.5-049.0A was previously rated Item 113=5 or 8, has no reported scour problems, and passes the P/MPL test. Item 113 code will not change. Item 113 = 3 POA = Monitor until replaced Bridge or open -bottom culvert? NO YES HEC-18 scour analysis and POA Culvert analysis and POA Save file as: [structure number) Scour Screening Memo YYYY-MM-DD.pdf STREAMBED HISTORY u. 0 2 o � �W W O u m -- O � cO u. WU US z0 Q -� I O 2012 2014 2016 2018 2020 aa�m 2022 Al 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 41, 0.0 25.0 WTP P2 _VL LOW CHORD 50.0 75.0 100.0 CLEAR DISTANCE FROM Al (FEET) P3 125.0 150.0 A4 0.0 30.2 50.8 62.8 80.3 109.8 141.5 165.5 2012 2.8 11.3 13.6 13.6 13.1 13.1 10.0 3.3 2014 2.8 I 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 2020 3.1 10.3 13.6 13.0 11.8 12.8 9.3 3.7 2022 2.9 10.6 13.5 12.7 12.3 12.8 9.2 3.3 STRUCTURE NUMBER: WEL060.5.049.0A INSPECTION DATE: 6/6/2022 PERFORMED BY: ND/RB W. L 13.0 12.4 13.3 Mike Bedell From: Sent: To: Cc: Subject: Attachments: Mike Bedell Wednesday, October 5, 2022 1:17 PM O'Neal - CDOT, John Don Dunker; Reeves - CDOT, Bryce RE: CCI Bridge Grant Applications 2022-off-bridge-system-program-docs.pdf My estimates are generated using the formulas provided to us in the attached document (see pages 8 and 9). I am under the impression that all applicants are strongly encouraged to use these same formulas. From: O'Neal - CDOT, John <jake.oneal@state.co.us> Sent: Wednesday, October 5, 2022 11:31 AM To: Mike Bedell <mbedell@weldgov.com> Cc: Don Dunker <ddunker@weldgov.com>; Reeves CDOT, Bryce <bryce.reeves@state.co.us> Subject: Re: CCI Bridge Grant Applications Caution! This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Mike, The first page of your application looks a little different than the application form found on the CCI website's application documents. I have attached the application form to this email. Your local match amount also appears incorrect, as it is supposed to be 20% of the grant amount requested, not the total project cost. That being said, it looks like the new application form calculates that for you. Did you use your own historical price data to develop these cost estimates? Are you also accounting for inflation and ROW costs? I ask because your estimates appear to be higher than other estimates I have received, particularly the WEL34/17A bridge. Thanks, John "Jake" Oneal, EIT Engineer In Training II Region 4 Traffic and Local Agency Coordinator COLORADO Department of Transportation C 970.515.2731 10601 W. 10th St., Greeley, CO 80634 1 lake oneal@state co usr I www cdot gov I www cotrip.org On Wed, Sep 28, 2022 at 1 20 PM Mike Bedell <mbedell@weldgov corn> wrote These bridge grant applications require us to first consult with our CDOT Local Agency Coordinator prior to submitting the final applications Please review the attached draft applications and let me know if you have any questions or concerns I will need either a short memo or an e-mail from you after reviewing, which will end up being attached to the final applications These are the same ones we tried for last year 2 COLORADO SPECIAL HIGHWAY COMMITTEE Off -System Bridge Program Application Data Structure Number WEL34/17A - Application Date 10/10/2022 Structure Location Saint Vraln River County/Municipality Weld County CDOT Engineering Region Region 4 CDOT Local Agency Coordinator Consulted Prior to S Jake Oneal Applicator Date d/ 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) $ 1 3,600,000 Year the total project cost estimate was created 2022 20% minimum local match amount $ 2,720,000 Local overmatch amount $ 9,880,000 - Proposed total local match amount $ 1 2,600,000 Local match commitment documentation Narrative Letter SHC grant amount requested $ 1,000,000 Colorado fiscal years when funding will be required 2025 Anticipated start date Anticipated completion date February -2025 June -2028 Work descnpton Replacement of an existing bridge constructed in 1960 and 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 r SHC Worksheet For further definition of terms, see the Structure Management Manual Section 5, Off -System Bridge Program 8/2020 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 10, 2022 RE: Narrative for Bridge WEL034.0-017.0A (Fiscal Years 2023-2025 Funding) Bridge WEL034.0-017.0A is on Weld County Road 34 and spans the Saint Vrain River. The bridge is located 2 miles west of Platteville. WCR 34 is classified as a Collector Road and is a vital paved road serving Weld County, Platteville, and the agricultural and oil/gas industries. Traffic counts taken in 2021 show an ADT of 1,759 vehicles per day, with 39% being trucks. This high percentage of trucks is likely accelerating the poor condition of this bridge. Replacement of this bridge is our number two priority for this bridge funds application period. The existing bridge is 30 feet wide, 294 feet long (six spans), and was built in 1960. 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 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. This bridge was badly impacted during the 2013 flood event and required extensive emergency repairs to put it back into service. Weld County is proposing to provide most of the funding for this project due to the importance of this bridge 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 $1,000,000 grant from the available bridge replacement grant funds. Using the CDOT guidelines we estimate the replacement cost at $13,600,000 with the Weld County portion being $12,600,000 (93%). 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. orLSLO Michael Bedell, P.E. Senior Engineer SPECIAL : RIDGE FUND -- BRIDGE PROJECT COST ESTIMATE Structure Number WEL034 0-017 OA Municipality/County Weld Priority # 2 Average Daily Traffic (ADT) 1,759 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 $ 100,000 $ 1,000.000 $ _ 500,000 190 000 10.000 800 000 800,000 800,000 _ __ 3,500,000 3.500,000 800,000 800,000 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) 02/2025 1,800,000 $ 11.000,000 800.000 $ 13.600 000 10/2026 11/2027 06/2028 Estimate Prepared by Michael Bedell. P E Phone (970) 400-3706 Title Sr Engineer Date 10/03/22 Approved by Don Dunker, P E Phone (970) 400-3749 Title County Engineer Date 10/03/22 ti 400 800 1 inch = 800 feet 1,600 Feet Weld County Bridge WCR 34 - WCR 17A VICINITY MAP Legend Paved Township / Range Section Weld County GIS 901 10th Avenue Greeley, CO 80631 970-400-4357 maps@co.weld.co.us This product has been developed solely for internal use only by Weld County. The GIS database, applications and data in the product is subject to constant change and the accuracy and completeness cannot be and is not guaranteed. The designation of lots or parcels or land uses in the database does not imply that the lots or parcels were legally created or that the land uses comply with applicable State or Local law, UNDER NO CIRCUMSTANCE SHALL ANY PART THE PRODUCT BE USED FOR FINAL DESIGN PURPOSES. WELD COUNTY MAKES NO WARRANTIES OR GUARANTEES EITHER EXPRESSED OR IMPLIED AS TO THE COMPLETENESS, ACCURACY, OR CORRECTNESS OF SUCH PRODUCT NOR ACCEPTS ANY LIABILITY, ARISING FROM ANY INCORRECT, INCOMPLETE OR MISLEADING INFORMATION CONTAINED THEREIN. Routine Inspection Colorado Department of Transportation Structure Inspection and Inventory Report (English Units) Highway Number (ON) 5O: 00000 V Mile Post (ON) 11: -1 mi Linear Ref. Sys. MP: 3.746 mi Bridge Key: WEL034.0-017.0A Inspection Date: 06/07/2022 Suff Rating: 63.1 SD G/F/P Condition: Poor NBI Reporting ID: District (Region/Sect): Tran Region 2T: County Code 3: 123 WELD Place Code 4: non -city Rte.(On/Under) 5A: WEL034.0-017.0A Reg 4 MSec 1 13 123 Signing Prefix 5B: Level of Service 5C: Direction Suffix 5E: Feature Intersected 6: St. Vrain Creek 00000 1 4 1 0 Facility Carried 7: County Road 34 Alias Str No.8A: Prll Str No. 8P: N/A Location 9: 0.3 Mi E of Co Rd 17 Max CIr 10: BaseHiway Net12: IrsinvRout 13A: IrssubRout No13B: Latitude 16: Longitude 17: Detour Length 19: Toll Facility 20: Custodian 21: Owner 22: Functional Class 26: Year Built 27: Lanes On 28A: Lanes Under 28B: ADT 29: Year of ADT 30: Design Load 31: Apr Rdwy Width 32: Median 33: Skew 34: Structure Flared 35: Sfty Rail 36a/b/c/d: Rail ht36h: Hist Signif 37: Posting status 41: Service on/un 42A/B: 99.99 0 123-0-2013 00 40d 13' 59.00" 104d 53' 57.00" 4 mi 3 02 02 08 1960 2 0 1,759 2021 5 MS 18 (HS 20) 24.00 ft 0 0 0 0 0 0 0 24.0 in 5 A 1 [Inspection Type: Regular NBI LEOR: Unknown 5 Main Mat/Desgn 43A/B: Appr Mat/Desgn 44A/B: Main Spans Unit 45: Approach Spans 46: Horiz CIr 47: Max Span 48: Str Length 49: Curb Width L/R 50A/B: Width Curb to Curb 51: Width Out to Out 52: Deck Area: Min CIr Ovr Brdg 53: Min Undrclr Ref 54A: Min Underclr 54B: Min Lat Clrnce Ref R 55A Min Lat Undrclr R 55B: Min Lat Undrclr L 56: Deck 58: Super 59: Sub 60: Channel/Protection 61: Culvert 62: Oprtng Rtg Method 63: Operating Rating 64: Operating Factor 64: Inv Rtng Method 65: Inventory Rating 66: Inventory Factor 66: Asph/Fill Thick 66T: Str. Evaluation 67 Deck Geometry 68: Undrclr Vert/Hor 69: Posting 70: Waterway Adequacy 71: Approach Alignment 72: Type Of Work 75A: Work Done By 75B: Length of Improvment 76: Insp Team Indicator 90B: Inspector Name 90C: Frequency 91 FC Frequency 92A: UW Frequency 92B: SI Frequency (Pin) 92C: FC Inspection Date 93A: UW Inspection Date 93B: SI Date (Pin) 93C: 5 04 0 0 6 0 29.60 ft 48.1 ft 294.1 ft 0.0 ft 0.0 ft 29.60 ft 30.1 ft 8852 99 99 N 0.0 ft N 0.0 ft 0.0 ft 6 6 4 6 N 0 Field eval and 36.00 0 Field eval and 36.00 4.5 in 4 5 N 5 At/Above Lega 8 8 -2 ENGINEERING i RICHARDSONA 24 months Bridge Cost 94: Roadway Cost 95: Total Cost 96: Year of Cost Estimate 97: Brdr Brdg Code/% 98A/B: Border Bridge Number 99: Defense Highway 100: Parallel Structure 101: Direction of Traffic 102: Temporary Structure 103: Hiohwav Systems 104. Fed Lands Hiway 105: Year Reconstructed 106: Deck Type 107: Wearing Surface 108A: Membrane 108B: Deck Protection 108C: Truck ADT 109: Trk Net 110: Pier Protection 111: NBIS Length 112: Scour Critical 113: Scour Watch 113M: Future ADT 114: Year of Future ADT 115: CDOT Str Type 120A: CDOT Constr Type 120B: Expansion Dev/Type 124: Brdg Rail Type/Mod 125A/B: Posting Trucks 129A/B/C: Str Rating Date 130: Special Equip 133: Vert CIr N/E 134A/B/C: Vert CIr S/W 135A/B/C: Vertical CIr Date. Weight Limit Color 139: Userkey 1, Insp System Userkey 4, Insp Sched: Userkey 5, UW Sched: Userkey 6. Pin Sched: FHWA Bridge Risk: FHWA UW Risk: FHWA Load Rating Risk: CBTE: Inspection Key: Date Entered: Entered By: Data Responsibility: Asset Management 0.00 0.00 0.00 2018 J -2 0.00 0 0 N 2 0 0 1 6 0 0 39.00 0 i Y 8 N 2,498 2041 CDTPG 21 O W 2 12/18/1995 0.00 X 99.90 0.00 X 99.90 0.00 01/01/1901 0, White OFFSYS EVN JUN N_0 HIGH NA HIGH NA SUMS 6/8/2022 12:00:0 MAMIROVM Inspection Rating CDOT SIA v10 - 4/10/2022 Structure ID: WE L034.0 -017.0A Wed 06/22/2022 11:27:33 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 3 746 ml Elm/Env Description 12/1 Re Concrete Deck Unit I Total Qty sq ft 8852 6 inch thick concrete topping slab Not visible except at the deck edges in1 Qty St 1 Qty St 2 m3 Qty St 3 % in 4 Qty St 4 100% 8852 0% 0% 0% I 510/1 I Wearing Surfaces Isq ft 18852 1 100% 18827 10% 10 10% 125 10% 10 3220/11 Crack (Wearing Sulsq ft 125 10% 1a 4 5 inches of asphalt Chip seal added prior to 2018 inspection A few isolated longitudinal and transverse cracks up to 1/8 inch wide for 25 square feet total Ias la 1100% 125 I0% lc, 109/1 'Pre Opn Conc Girder/Beanlft 12372 I46% (1086 133% 1780 121% 1506 10% 10 1080/1 I Delamination/Spall/Pat Ift 120 2 5 inch precast concrete double T top flange (2) 30 inch x 84 inch exterior and (2) 30 inch x 96 inch intenor double T girder sections (8 girders total) Spalls 6 inch x 6 inch x 1/4 inch deep, with exposed reinforcement in all end diaphragms at piers and abutments Water stains on diaphragms and on several girder ends (as 1a 1100% 120 10% 10 1as I. Several minor small spalls, less than 2 inches diameter, and patches, predominantly in exterior girders I 1110/1 I Cracking (PSC) 1ft 11266 10% 1a Insignificant width to 0 025 inch wide fillet cracks in most girders, some with efflorescence Insignificant width transverse cracks in Bays F and G in Span 3 160% 1760 140% (506 1 0% la 210/1 1Re Corm Pier Wall 1ft (120 I 0% 10 10% 10 1100% 1120 10% 10 Precast concrete panels between H -piles I 4000/1 I Settlement Ift 1120 10% 1a los la 1 100% 1120 '0% 10 All panels have settled between a couple inches and several feet, due to past scour Upper panel between Piles C and D at Pier 3 is slightly rotated restricting movement of the panel, lower panel has settled below channel bottom with only top of panel visible 1215/1 'Re Conc Abutment 1ft 160 198% 159 Precast concrete panels between H -piles 1 2% 11 los lo los 10 1130/1 I Cracking (RC and Othelft 11 I 0% Is 1100% (1 los I. 10% 1a (1) vertical crack up to 0 012 inch wide at center of Abutment 7 225/1 'Steel Pde 1(EA) 135 (5) 8 inch x 8 inch H -piles per pier and abutment with precast concrete panels between piles Original flange and web thickness =0 445 inches Previous underwater inspection notes (2016 08 12) were removed from SIA report as underwater inspections are not required for complete inspection and defects overlap with routine inspection comments 10% 10 134% 112 149% 117 117% IC 515/1 I Steel Protective Coatinisq ft (35 The Condition State 4 Defect is not able to be reviewed by Engineenng Operations Program Engineer due to the defects silted in/covered by timber debns and not visible for inspection The quantity was left in Condition State 4 as a a flag to the next inspector to determine if the defects have become exposed and will require another review 10% la Painted Faded at rust locations 1as I. 1a% 10 1100% 135 1000/1 I Corrosion I(EA) (34 I as lo 1 35% 112 (475 116 1 18% 16 19002 I Distortion R1 rust of all piles below the high waterline R2 to R3 rust with up to 0 5 inch laminar corrosion of vanous piles near the waterline 5./0 to 30% section loss to pile flanges was measured where exposed in 2022 Minimum remaining thickness of approximately 0 3 inches measured at Piles 3D and 6B Defects not verified due to channel silting in (most defects not observed since before 2014 inspection) Heavy rust with perforations in Pile 2E Piles at Pier 3 have R3 to R4 rust with 40% to 100% +/- section loss to flanges and webs at flowline with deep pitting on faces Quantity of 6 each left in CS4 Actual quantity of 35 each not used to avoid double counting I(EA) 11 los I0 los 10 1100% It los I. Pile 2D has distortion from impact, possibly from debris The pile deflects 1 5 inches over 1 5 feet around high water level Pile 3D is buckled slightly above flowline Pile 3E is distorted near groundline where CDOT_SIA v10 - 4/10/2022 Structure ID WEL034 0-017 OA Wed 06/22/2022 11 27 33 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 ml Linear Ref Sys MP 3 746 MI corrosion is worst A steel plate has been welded to the east face of the pile to mitigate section loss and distortion The steel plate does not look distressed Minor distortion of flanges in Piles 4E and 5D Actual quantity of 5 each not used to avoid double counting 234/1 IRe Cone Pier Cap Ift 1211 1 76% 1160 10% 10 124% 151 10% 10 16 inch x 20 inch precast cap at abutments and piers Water stains on all caps 1080/1 I Delamination/Spell/Patclft 147 15% '0 10% 10 1100% 147 10% to Horizontal delaminations with associated cracking up to 0 125 inch wide, rust staining and spoiling with exposed reinforcement throughout pier caps, worst near middle and ends of caps Pier 2 = 16` Feet Pier 3= 6 Feet Pier 4 = 6 Feet Pier 5 = 6 Feet Pier 6 = 8 Feet Spell, 1 foot diameter x 3 inch deep, in top of Pier 6 cap adjacent Girder 5D 1090/1 -I Exposed Reber Ift 14 _I0% lo 10% lo 1100% 14 10% lo Minor spoils, up to 6 inch diameter x 1 inch deep, with exposed and corroded reinforcement in underside of Pier 2 cap between Piles 2B and 2C 3 similar spoils in Pier 6 cap 26011 'Slope Prot/Berms 1(EA) 12 1 100% 12 1 0% 10 10% 10 10% lo Bank in front of Abutment 1 is eroded at toe of slope 322/1 'Approach Roadway '(EA) 11 1 100% 11 10% l0 10% lo 10% to Well aligned no speed reduction required Erosion of embankment at northwest and southwest corners of bodge is undermining pavement up to 16 inch high x 20 inch long x up to 15 inch penetration, with associated settlement of asphalt at southwest Chipseal added to approach overlay Minor settlement at west approach 330/1 'Metal Bridge Railing Ift 1588 188% 1516 I9% 152 13% 120 1 0% Is Galvanized W -beam rails on steel wide flange posts - 515/1 I Steel Protective Coatislsq ft 1588 1 91% 1536 10% Is 10% 10 19% 152 Galvanized rails on painted posts Paint faded at rust locations 1000/1 I Corrosion Kt 152 Rust of all posts near deck connection and at connections Various posts have minor pack rust with section loss at deck connection Ift 120 Minor impact damage for 20 feet of north rail in Span 4 10% I. 162% 132 138% 120 15% 10 7000/1 I Damage l o°% 10 1 100% 120 10% '0 15% I0 501/1 (Channel/Bank I(EA) 11 1100% 11 10% 10 15% '0 15% to Natural, meandering, sandy streambed with partially regulated flows through a wide, flat, prairie valley floor General channel scour occurred under bridge during September 2013 flood During the 2014 inspection it was noted that up to 10 feet of scour was present at several piers and channel between piers During the 2016 inspection the streambed had returned to more typical levels See channel profile The upstream streambed has aggraded across the channel Sand bar has developed on downstream side of structure Concrete rubble at northwest bank Streambed meanders eroding protection in bends West bank upstream and downstream from bodge is vertical and sloughing Bank cut to west during September 2013 flood Moderate timber debris built up around channel side of Pier 3 600/1 'General Notes '(EA) 11 1100% 11 10% ' 0 15% 10 10% 10 (1) 9 inch diameter utility pipe attached to the fascia of south girder Delineator decals on end terminations Underwater inspection performed on 8/12/2016 Debris resting on southeast corner of the structure against exterior girder 9306/1 'Asphaltic Plg Exp Jt '(LF) 1151 1155% 1151 10°i° lo I. I. 10°i° lo Plug joints installed over piers between 2010 and 2012 inspections No significant defects noted 9530/1 'Approach Guardrail A 1(EA) 14 1 100% 14 10% 10 10% 10 10% I. No transitions, approach rails low and not long enough and ends are inadequate at northwest and southeast corners CDOT_SIA v10 - 4/10/2022 Structure ID WEL034 0-017 OA %Ned 06/22/2022 11 27 33 ' Page 3 of 6 Routine Inspection Colorado Department of Transportation Structure Inspection and Inventory Report (English Units) Inspection References and Definitions Crack Width Descriptions for Reinforced Concrete Insignificant cracking (in ) = 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 154 01 Highway Number (ON) 5D 00000 V Mile Post (ON) 11 -1 ml Linear Ref Sys MP 3 746 ml Rust Codes (R CodesL 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 = He, 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 Apprh Rdway-Mill Apprch/Shlder Recommended 6/8/2016 Status Target Year ri Mitigate erosion and undermining of approaches at northwest and southwest corners of bridge 200 31 l Substructure -Patch spalls Clean and patch spalls in concrete caps 206 01 Channel -Remove Debris 6/8/2016 6/18/2014 2024 2026 Priority High Medium 2023 Monitor 2016-08-12 UWI Notes During and post high water events, an underwater inspection, soundings, and channel profile should be performed to monitor any additional scour or substructure displacement 306 09 'Bridge Rail -Upgrade Upgrade bridge rails to meet current AASHTO/CDOT standards 1306 10 1 Upgrade approach rails to meet current AASHTO/CDOT standards 'Approach Railing 3/29/2006 _ 2032 6/2/2020 E 2032 Low 1 Low CDOT SIA v10 - 4/10/2022 Structure ID WEL034 0-017 OA Wed 06/22/2022 11 27 33 Page 4 of 6 Routine Inspection Colorado Department of Transportation Structure Inspection and Inventory Report (English Units) 358.05 Superstructure -Rehab Encase steel H -piles at all piers in concrete. Bridge Notes (Inspection > Inventory > Admin) Highway Number (ON) 50: 00000 V Mile Post (ON) 11: -1 mi Linear Ref. Sys. MP: 3.746 mi 5/14/2008 2026 Medium Inventory route is west to east South side is upstream Superstructure is named Girder A through H from north to south Substructure is numbered 1 through 7 from west to east Underwater inspection performed on 8/12/2016. 2019-06; Removed from underwater inspection schedule per request of 2016 underwater inspection report due to shallow water. Inspection Notes (Inspection > Condition) Date: 06/07/2022 Time: 8:30 AM Temp: 58 F Weather: Partly Cloudy Inspectors: AR/NA Scour Item 113 Documentation (Inspection > CDOT Bridge) WEL034.0-017.0A SCOUR Item 113 Screening Memo 2016 04 19.pdf Bat Present At Bridge (Inspection > Inventory > Agency Items > userkey9) No Inspection Access Requirements (Inspection > CDOT Bridge) Scheduling Notes (Inspection > Schedule) CDOT_SIA v10 - 4/10/2022 Structure ID: WEL034.0-017.0A Wed 06/22/2022 11:27:33 Page 5 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 3 746 mi s— Scope O NBI 10 Element ❑ Underwater ❑ Fracture Critical ❑ Other Type Regular NBI Team Leader Inspection Check off ❑ FCM's ❑ Posting Signs ❑ Essential Repair Verification Inspection Team ENGINEERING OPERATIONS Inspection Date 06/07/2022 ❑ Vertical Clearance ❑ Stream Bed Profile Inspector Anderson r nspector(Team Leader) Aaron Richardson CDOT_SIA v10 - 4/10/2022 Structure ID WEL034 0-017 OA Wed 06/22/2022 11 27 33 Page 6 of 6 0 Engineering Operations, LLC. WEL034.0-017.0A County Road 34 over St. Vrain Creek Weld County Inspection Date: 06/07/2022 Roadway Looking East Elevation Looking North COLORADO Department of Transportation CDOT Off -System Bridge Inspections Page 1 of 9 0 Engineering Operations, LLC. WEL034.0-017.0A County Road 34 over St. Vrain Creek Weld County Inspection Date: 06/07/2022 Superstructure Looking East Elevation Looking South COLORADO Department of Transportation CDOT Off -System Bridge Inspections Page 2 of 9 e0 Engineering Operations, LLC. WEL034.0-017.0A County Road 34 over St. Vrain Creek Weld County Inspection Date: 06/07/2022 Channel Looking South Upstream Channel Looking North Downstream COLORADO Department of Transportation CDOT Off -System Bridge Inspections Page 3 of 9 WEL034.0-017.0A County Road 34 over St. Vrain Creek Weld County Inspection Date: 06/07/2022 CO Engineering Operations, LLC. WEL034.0-017.0A County Road 34 over St. Vrain Creek Weld County Inspection Date: 06/07/2022 69 Minimum Remaining Thickness of Pile 3D, Similar at Pile 6B Typical Settlement of Concrete Panels at Piers, Pier 2 Shown COLORADO Department of Transportation CDOT Off -System Bridge Inspections Page 5 of 9 0 Engineering Operations, LLC. WEL034.0-017.0A County Road 34 over St. Vrain Creek Weld County Inspection Date: 06/07/2022 cc), Minor Spall in Top of Pier 6 Cap Horizontal Cracking with Associated Delaminations and Rust Stains in Pier 2 Cap COLORADO Department of Transportation CDOT Off -System Bridge Inspections Page 6 of 9 e0 Engineering Operations, LLC. WEL034.0-017.0A County Road 34 over St. Vrain Creek Weld County Inspection Date: 06/07/2022 SpaII with Exposed Rebar in Pier 2 Cap Damaged North Bridge Rail in Span 4 COLORADO Department of Transportation CDOT Off -System Bridge Inspections Page 7 of 9 WEL034.0-017.0A County Road 34 over St. Vrain Creek Weld County Inspection Date: 06/07/2022 0 Engineering Operations, LLC. WEL034.0-017.0A County Road 34 over St. Vrain Creek Weld County Inspection Date: 06/07/2022 Erosion and Undermining of Southwest Corner of Approach Roadway COLORADO Department of Transportation CDOT Off -System Bridge Inspections Page 9 of 9 WEL034 0-017 OA iT ST VRAIN CREEK PLAN NI MI wI w I a4 a4 1' 1' 1' "XI E CR 34 oI .I El wI wI A4 a4 % 294'-1' STR LENGTH DIRECTION NORTH OF INVENTORY i ELEVATION LOOKING NORTH SECTION LOOKING EAST PillP2 u 47'-6" 47'-6" P3 47'-6" ABUTMENTS 16"x20" CONC CAP ON (5) 8"x8" H -PILES W/ CONC BACKWALLS, PILES HAVE 44" CABLE TIEBACKS P5T P6 47 -9" 47.-6" 48.-1" 30.-1" 0/0 MAX SPAN PIERS 16"x20" CONC CAP ON (5) 8"x8" H -PILES W/ PRECAST CONC PANELS 29'-7" R/R GALV W -BEAM RAIL ON 5"x5" STL WF POSTS 4 5" ASPHALT ON 6" CONC TOPPING 7. SLAB ON 23" THK DOUBLE TEE TOP FLANGE 9"0 PIPE ON BRACKETS, WELDED TO INSERTS ON S EXT GIRDER J C J J A B D) E F G CONC DIAPHRAGMS AT MIDSPANS (TYP ) (4) 30" DEEP PRECAST CONCRETE DOUBLE TEE GIRDERS (7'-0"W A EXT, 8'-0"W A INT) ,�, COLORADO DEPARTMENT C' . TRANSPORTATION assanstr"c. 7 _ LOAD FACTOR RATING SUMMARY noteu using Asphalt thickness: X Colorado legal loads Interstate legal loads 51-76 mm (2-3 in.) state hignway # Batch I.D. WEL034.0-017.OA COUNTY ROAD 31 123010 Structure type CDTPG Parallel structure # N/A Structural Member CONCRETE GIRDER CONCRETE DECK Metric tons (Tons) Metric tons (Tons) Metric ton Inventory (HS 20) MS 18 32.7 (36.0) 32.7 (36.0) Operating (HS 20) MS 18 32.7 (36.0) 32.7 (36.0) Type 3 truck 1 Type 3S2 truck Type 3-2 truck A Permit truck Type 3 Truck •nICr$lUSC 21 8 'nett IC tCr5 (24 rLn5) • CO►erotic 24 5 metal: tons (2? ten 4 0 _ O -O Metric tons Tons n •1 L I g. I,I .:.4OC1 O OO Type 3S2 Truck :nIcrstcte 34! " eusr tors ;3c Jr.s, COtOrO:C 35 6 r^ertst trens ;42 5 ._'^..) Metric tons Tons Comments BRIDGE REIN REC TED UT NOT RE.R_ATED_B.Y._ NO POSTING REQUIRED - t I in!cfstele 25 4 rnClrK Type 3-2 Truck' 1t tcns in Item: .38.5 •ne:ra: tuns '4:5 Ions1 t . r r" Metric tons Tons RERA A t p_BY LAU a.14-4-1- E1RK Rating updated from original visual rating dated 10/3/84. No distress observed. 0 2" - 3" ACP over 6" C.I.P. concrete deck over 2.5" precast concrete double tee top flange. 2 - 30"x 7'-O" ext. and 2 - 30"x 8'-0" int . precast, prestressed concrete double tee girder sections. No plans available. BRIDGE REINSP'ECrED BUT NOT RERATED BY �� r�zstr�ururc,T�r. e 1997 - Rated by .0441 Date 12/18/95 _ :CTI�D UI �A1 L.LS L3 ON+CO INC. 2010 Wert _: -1 BUT N0TIUMATED ILIA leashes • 1999 Previous editions are obsolete and may not be u Dat 3 J 87 li9r CDOT Form # 1 YE' Bridge over waterway? Y c: Item 113=7,6,4,3,2. 1? NO Foundations well above lood water elevations? NO Reported scour issues? NO CBC, CMP. RCP or floored structure? N Open -bottom culvert? NO N c-) Engineering Review: Is available information sufficient for coding? N NC YES YES Item 113 = N Stop / Document Item 113 = 9 Stop / Document Item 113 = 8 Stop / Document No Change Item 113=5or8 Stop / Document YES �� Stop / Document NO 00) In NHS? YES COLORADO Department of Transportation CDOT OFF -SYSTEM BRIDGE SCOUR SCREENING CHART STRUCTURE ID: WEL034.0-017.0A FACILITY CARRIED: County Road 34 FEATURE INTERSECTED: St. Vrain Creek Structure Probability of Failure (P): 0.0005 Minimum Performance Level (MPL): 0.001 N Ratio (P/MPL): 0.5 ITEM 113 = 8 POA REQUIRED (YIN): N POA COMPLETION DATE: N/A EVALUATED BY: KJR ORGANIZATION: SEH DATE: 4/19/2016 REVIEWER COMMENTS: Scour smart flag: channel bottom is up to 10 ft deeper at P4 than any other previous measurement. No maintenance related to scour. Leave Item 113 = 8. Item 113 = 3 POA = Monitor until replaced Bridge or open -bottom culvert? NU HEC-18 scour analysis and POA Culvert analysis and POA Save file as: [structure number] Scour Screening Memo YYYY MM-DD.pdf WEL034.0-017.0A Scour Screening Memo 2016-04-19.xlsx Last Revised: 2/26/2016 STREAMBED HISTORY U- O 2 O " E- w w OLs. m 2O O� wO u..= O O z0 aJ I 0 Al 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 -.--2012 2014 2016 2018 --dr- 2020 2022 P2 0.0 ._ I...._._ 4- _ { - - 1- -f- 25.0 50.0 P3 WTR LVL P4 LOW tl TI F I itivha► + 100.0 125.0 150.0 175.0 CLEAR DISTANCE FROM Al (FEET) 75.0 P5 _.. + . -•••r + + " 200.0 225.0 P6 A7 250.0 0.0 14.0 29.8 54.0 78.1 102.3 126.4 150.6 174.7 198.9 223.0 247.15 271.65 279.1 294.1 2012 1.8 5.0 5.7 13.8 11.5 13.8 8.0 7.8 8.0 9.8 6.6 8.6 6.3 5.3 0.0 2014 1.8 8.5 12.3 14.3 15.0 17.0 I 17.3 17.4 14.3 15.3 11.3 12.8 6.8 5.3 0.0 2016 1.7 7.6 10.6 14.3 15.0 9.3 9.2 10.1 8.4 12.3 9.7 9.6 7.4 4.1 0.3 2018 1.7 I 7.6 10.3 12.7 15.7 9.8 9.0 11.0 9.2 11.5 9.8 9.8 8.3 5.0 0.3 2020 1.4 6.2 9.2 10.6 I 13.7 9.7 8.8 10.6 8.9 10.7 9.3 9.2 7.5 5.1 0.0 2022 1.2 6.7 8.8 11.1 16.5 9.9 8.8 10.7 8.7 10.8 I 9.3 9.1 7.8 5.6 0.0 STRUCTURE NUMBER: WEL034.0-017.0A INSPECTION DATE: 6/7/2022 PERFORMED BY: AR/NA 275.0 W.L. 10.3 8.4 9.1 Mike Bedell From: Sent: To: Cc: Subject: Attachments: Mike Bedell Wednesday, October 5, 2022 1:17 PM O'Neal - CDOT, John Don Dunker; Reeves - CDOT, Bryce RE: CCI Bridge Grant Applications 2022-off-bridge-system-program-docs.pdf My estimates are generated using the formulas provided to us in the attached document (see pages 8 and 9). I am under the impression that all applicants are strongly encouraged to use these same formulas. From: O'Neal - CDOT, John <jake.oneal@state.co.us> Sent: Wednesday, October 5, 2022 11:31 AM To: Mike Bedell <mbedell@weldgov.com> Cc: Don Dunker <ddunker@weldgov.com>; Reeves - CDOT, Bryce <bryce.reeves@state.co.us> Subject: Re: CCI Bridge Grant Applications Caution This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Mike, The first page of your application looks a little different than the application form found on the CCI website's application documents. I have attached the application form to this email. Your local match amount also appears incorrect, as it is supposed to be 20% of the grant amount requested, not the total project cost. That being said, it looks like the new application form calculates that for you. Did you use your own historical price data to develop these cost estimates? Are you also accounting for inflation and ROW costs? I ask because your estimates appear to be higher than other estimates I have received, particularly the WEL34/17A bridge. Thanks, John "Jake" Oneal, EIT Engineer In Training II Region 4 Traffic and Local Agency Coordinator COLORADO Department of Transportation C 970.515.2731 10601 W. 10th St., Greeley, CO 80634 1 Jake onealjPistate co.us I www.cdot gov I www cotrip org On Wed, Sep 28, 2022 at 1 20 PM Mike Bedell <mbedell(atweldgov corn> wrote These bridge grant applications require us to first consult with our CDOT Local Agency Coordinator prior to submitting the final applications Please review the attached draft applications and let me know if you have any questions or concerns I will need either a short memo or an e-mail from you after reviewing, which will end up being attached to the final applications These are the same ones we tried for last year 2 Contract Form Entity Information Entity Name* CCI New Contract Request Contract Narne 2022 CCI BRIDGE GRANT APPLICATIONS Contract Status CTB REVIEW Entity ID. O00026371 ❑ New Entity? Contract ID 6390 Contract Lead. MBEDELL Contract Lead Email MBedell@co.weld.co.us Parent Contract ID Requires Board Approval YES Department Project # N:A Contract Description • CCI BRIDGE GRANT APPLICATIONS IN REPONSE TO A REQUEST FOR APPLICATIONS DATED 8;'26, 22. THE APPLICATIONS DUE DATE IS 10;28: 22. Contract Description 2 Contract Type GRANT Amount 52,000,000.00 Renewable. NO Automatic Renewal Grant YES IGA Department PUBLIC WORKS Department Email CM- PublicWorkscr'weldgov.corn Department Head Email CM-PublicWorks- DeptHead0weldgov.com County Attorney GENERAL COUNTY ATTORNEY EMAIL County Attorney Email CM- COU NTYATTOR.N EY SYVELDG OV.COM Grant Deadline Date 10 28,2022 Requested BOCC Agenda Date. 10:19%2022 Due Date 10x'15'2022 Will a work session with ROCC be required?* NO Does Contract require Purchasing Dept. to be included? NO tf this is a renewal enter previous Contract ID If this is part of a NSA 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 Review Date. 10, 28;'2022 Renewal Date Termination Notice Period Contact Information Contact Info Contact Name Purchasing Committed Delivery Date Expiration Date 10; 28/2022 Contact Type Contact Email Contact Phone I Contact Phone 2 Purchasing Approver Purchasing Approved Date Approval Process Department Head .CURTIS HALL DH Approved Date 10/21;2022 Final Approval BOCC Approved MCC Signed Date BOCC Agenda Date 10/26/2022 Originator MBEDELL Finance Approver CHERYL PATTELLI Legal Counsel BRUCE BARKER Finance Approved Date Legal Counsel Approved Date 10/24/2022 10/24/2022 Tyler Ref AG 102622 Hello