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Home My WebLink About20194456.tiff RESOLUTION RE: APPROVE GRANT APPLICATION FOR REPLACEMENT OF BRIDGES 13/44B AND 60.5/49A- 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 a Grant Application for the replacement of Bridges 13/44B and 60.5/49A, 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, 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 Grant Application for the replacement of Bridges 13/44B and 60.5/49A, 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 is, approved. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 9th day of October, A.D., 2019. BOARD OF COUNTY COMMISSIONERS �,�,/ W D COUNTY, COLORADO ATTEST: d.,Qt (�. ..�Co•� f(�Sitc_G.(I,�— (/� v.`— arbara Kirkmeyerr Chair Weld County Clerk to the Board 2220 / Mike Freeman, Pro-Tern BY: tititi /V Deputy Clerk to the Board 1 , . s L \ Sean P/ onway A.•� •'EDAS OR ri �, '1 Aid gm c.tl K. James ounty A orney r �, Steve Moreno Date of signature: 1O4/19 • cc Acv(ER/c1-g/ Dc t m8), aCTCBC(CD) tOIaa 2019-4456 EG0076 /D14' O/‘f BOARD OF COUNTY COMMISSIONERS PASS-AROUND REVIEW PASS-AROUND TITLE: Application for Bridge Replacement Grant Funds for 2020-2022 DEPARTMENT: Public Works DATE: 9/20/19 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 25, 2019. We would like to submit grant applications for bridges 13/44B and 60.5/49A. Bridge 13/44B crosses the Little Thompson river between Berthoud and Johnstown. This structure was constructed in 1966, has a low sufficiency rating and is classified as being functionally obsolete. The total cost estimate for this bridge replacement is $3,450,000. The total available grant funds described in the memo from CCI for this round of funding is only $4.4 million. Since there is not a lot of available 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 $500,000 for this replacement. The remainder of the estimated costs, $2,950,000, would be the County's contribution to the project (86%). This bridge would be our#1 priority for this grant funding, since it is already included as a line item in our 5-year CIP. Bridge 60.5/49A crosses Lone Tree Creek about 2 miles east of the Airport. This structure was constructed in 1967, has a low sufficiency rating and is classified as structurally deficient. The total cost estimate for this bridge replacement is $3,100,000. For the reasons described above we are proposing to request a grant of $500,000 for this replacement. The remainder of the estimated costs, $2,600,000, would be the County's contribution to the project (84%). This bridge would be our #2 priority for this grant funding, since it is not currently included as a line item 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 $1.0M in grant funds to offset estimated expenditures of$6.55M. • Approve staff to move forward with one of the grant applications as shown above. o Potentially receive $500K in grant funds to offset estimated expenditures. • 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. 2019-4456 Recommendation: Staff recommends applying for both projects and requesting $500K for each application with the County contributing the remainder of the needed funds. Staff requests authorization to place these applications on the BOCC Meeting Agenda prior to October 25th. Approve Schedule Recommendation Work Session Other/Comments: Sean P.Conway Mike Freeman,Pro-Tem Scott K.James Barbara Kirkmeyer,Chair Steve Moreno �tt ,- �' i86i N PUBLIC WORKS DEPARTMENT 1111 H STREET ' i r. ! P.O. BOX 758 li GREELEY, COLORADO 80632 ® '� I ;) ' PHONE: (970) 400-3706 Eric Bergman September 17, 2019 Colorado Counties, Inc. 800 Grant Street, Suite 500 Denver, CO 80203 RE: Narrative for Bridge WEL013.0-044.0B (Fiscal Years 2020-2022 Funding) Bridge WEL013.0-044.0B is on Weld County Road 13 and spans the Little Thompson River. The bridge is located 0.4 miles north of WCR 44. WCR 13 is classified as an Arterial Road and is a vital paved link for the area near the communities of Johnstown, Milliken, and Berthoud. Traffic counts taken in 2017 show an ADT of 3,924 vehicles per day,with 18%being trucks. This latest traffic count shows an increase in traffic across this bridge of 1,471 vehicles per day (160%) since 2012. Replacement of this bridge is our number one priority for this bridge funds application period. The existing bridge is 25 feet wide, 60 feet long (one span), and was built in 1966. It is functionally obsolete and has a sufficiency rating of 63.8 reported by Stantec on 5/22/18. The bridge has issues with rusted steel substructure and superstructure. The bridge rail and approach guardrails are constructed improperly, in poor condition and do not meet current AASHTO/CDOT standards. Weld County believes this bridge needs to be replaced because of its inadequate width, poor driving surface, susceptibility to flooding, structural degradation, and safety concerns. Rehabilitation instead of replacement is not a viable option, nor cost effective, because of the inadequate width, rusted steel substructure elements, and inadequate hydraulic opening size. The width and length of the bridge would be increased to accommodate an arterial cross section and prevent future flood damages. The 2013 flood washed away both approaches to the bridge approximately 15' outside either end of the structure. The new structure would be elevated above its current configuration to allow for larger bridge girders and 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 $500,000 grant from the available bridge replacement funds. We estimate the replacement cost at $3,450,000 with the Weld County portion being $2,950,000 (86%). 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. , M414 EtA2R Michael Bedell, P.E. Senior Engineer SPECIAL BRIDGE FUND -- BRIDGE PROJECT COST ESTIMATE Structure Number WEL013.0-044.0B Municipality/County Weld Priority# 1 Average Daily Traffic(ADT) (For entities submitting applications for more than one bridge,please specify if this bridge is your first, second,third,etc.priority) Engineering: Preliminary Engineering $ 68,000 Design Engineering $ 180,000 Construction Engineering and Staking $ 165,000 Project Engineering $ 96,000 Final Inspection $ 14,000 TOTAL ENGINEERING COSTS: $ 523,000 Labor-Materials-Equipment Mobilization $ 145,000 Site Preparation $ 152,000 Excavation $ 196,000 Abutments/Piers/Piling $ 929,000 Structure/Deck/Guard Rail $ 586,000 Approaches $ 245,000 Pavement $ 94,000 TOTAL LABOR-MATERIALS-EQUIPMENT COSTS: $ 2,347,000 Contingencies: $ 580,000 TOTAL PROJECT COSTS: $ 3.450,000 Design/Engineering Start Date(mo/yr): 02/2021 Date of Bid Opening(mo/yr): 10/2023 Project Start Date(mo/yr): 11/2023 Project Completion Date(mo/yr): 06/2024 Estimate Prepared by: Michael Bedell, P.E. Phone:(970)400-3706 Title: Sr. Engineer Date: 9/17/19 Approved by: Don Dunker,P.E. Phone:(970)400-3749 Title: County Engineer Date: 9/17/19 1 I ' I I . P , WELD COUNTY ` O N �_ 1NE ,�,�� I' I) INC ; 3ricge 13 - 'l 'lB Vicinity Mao IL.�IE a EL L D • • ulder /bar-re •' ' it X e n. • d(i: �q0 ! } • Legend µ4 . , r , y d Highway + Road Road • 9 w Y v .wets- •�.-.... '. X Hi ry + x v ti. 57 =C. Il •k Av ` ,ap n t ' ,V, Hin;�,i. S �y( .',. "t, l'' . . * """""m-- " .:. - r 1, itx ;t , , : , F X46 L _J County Boundary R o y L _ . 3. st. • :. . ,,„L , ,_ _ _• -... .,• r , ' fat„,••, .. -- .:, I . : ''''. $p a '� � M ,:< ••''. fix ".?:• ` w% � � � • a E 0 • L013 044 OB I • r d Tb tm'^' _ . 'a-- a igx b \l'!..:::............., ' V Div �. . 91 n S y .2.N. , .1' r ��,c�m1 T fit,,. i ix p i utv t W • -•.. nJ@p � '1 ..� W �. ! .;! °r � 'd:h rr'� k 9+F:o., ' �` �'::' • , ,. -i , .s ,lM NMI( { _ a - dd R t n': 1X4 "N •. 1 • w! tJ p '°' i.,. ..y�. '.I _ fi. V •� 1• .�5•A�'r J ' `� • •e ' , : r ,$ t x"11" ' t. ict1 k 4 1 Q n•q. w" y .� �6`6.1yP �‘ '°��pnv " +w. I • • • h�Y .� . rr 3 '.l �. bv:` «. Y•°• ,.x.�..r� .d4 +i1 n, ^ r.. °• • t • ,<\f : o. ta . ,,. - • y 64 4 . I f - • ,. ii• s .. - 1 it , r [ 19". T4 e e y ice'• � • � • } e '� , t ' -t ' 01 e n.,► . • e. 544:: .. M1 1 It 1 . 24,000 • 11 t) , . a,. _ .. : Notes , a fsl _ .}: _ 4,000.0 0 2,000,00 4,000.0 Feet 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, WGS_1984 Web Mercator_Auxiliary_ Sphere current, or otherwise reliable. © Weld County Colorado THIS MAP IS NOT TO BE USED FOR NAVIGATION COLORADO DEPARTMENT OF TRANSPORTATION Structure# WEL013.0-044.0B LOAD FACTOR RATING SUMMARY Abbr.Str.# Rated Using: Road or Street# County Road 13 Asphalt Thickness: 76 mm (3 in.) Batch I.D. [X] Colorado Legal Loads Structure Type SSM [ 1 Interstate Legal Loads Parallel Structure# N/A INTERIOR Structural Member GIRDER DECK Metric Tons (Tons) Metric Tons (Tons) Metric Tons (Tons) Metric Tons (Tons) Inventory 27.2 (30.0) 209.6 (231.1) MS 18 (HS20) Operating 45.4 (50.1) 349.4 (385.2) MS 18 (HS20) Type 3 Truck Type 3S2 Truck Type 3-2 Truck Permit Truck 8 Type 3 Truck / Type 3S2 Truck Type-3-2 Truck Intaratate Intaratate12 21.8 metrlo tons(24 tons) .` 34.6 metric tons(38 Ions) Interstate Colorado Colorado Colorado I f 36.4 metric tons 38.6 metric tons 2a.5 metric tons(27 tons) 38.6 metric tons(42.5 tone) ! (38 Ions) (42.6 tons) O- OO--- t. 10O, o, �. ' Metric Tons (Tons) Metric Tons (Tons) Metric Tons (Tons) Comments: 3" asphalt above corrugations on 4 1/4"x 12" x 7 ga. corrugated metal decking,Fy=45,000 psi. Interior girder rated is W24x76, spaced at 2'-0", spanning 59'-1". Fy=36,000 psi. • NO POSTING REQUIRED Rated By: Date: Checked By: Date: Nina Sass 1'�Wr v� 6/17/2014 Jason Triplett �*$ 1 6/245/1q Previous editions are obsolete and may no e� CDOT Form#1187a 1/95 Routine Inspection Highway Number(ON)5D: 00000 V Colorado Department of Transportation Mile Post(ON)11: 0.000 mi Structure Inspection and Inventory Report(English Units) Bridge Key: WEL013.0-044.0B Inspection Date: 05/22/2018 Sufficiency Rating: 63.8 FO NBI Reporting ID: WEL013.0-044.0B Main Mat/Desgn 43A/B: 3 02 Bridge Cost 94: $318554 Rgn/Sect 2E/2M: 41 Appr Mat/Desgn 44A/B: 0 0 Roadway Cost 95: $31855 Tran Region 2T: 13 Main Spans Unit 45: 1 Total Cost 96: $350410 County Code 3: 123 Approach Spans 46: 0 Year of Cost Estimate 97: 2018 WELD Horiz Clr 47: 24.60 ft Brdr Brdg Code/%98A/B: -2 0 Place Code 4: 00000 Max Span 48: 58.3 ft Border Bridge Number 99: 0 non-city Str Length 49: 60.2 ft Defense Highway 100: 0 Rte.(On/Under)5A: 1 Curb Wdth UR 50A/B: 0.0 ft 0.0 ft Parallel Structure 101: N Signing Prefix 5B: 4 Width Curb to Curb 51: 24.60 ft Direction of Traffic 102: 2 Level of Service 5C: 1 Width Out to Out 52: 24.9 ft Temporary Structure 103: Direction Suffix 5E: 0 Deck Area: 1499 Highway Systems 104: 0 Feature Intersected 6: Min Clr Ovr Brdg 53: 99.99 Fed Lands Hiway 105: 0 Little Thompson River Min Undrclr Ref 54A: N Year Reconstructed 106: Facility Carried 7: Min Underclr 54B: 0.0 ft Deck Type 107: 6 County Road 13 Min Lat Clrnce Ref R 55A: N Wearing Surface 108A: 6 Alias Str No.8A: Min Lat Undrclr R 55B: 0.0 ft Membrane 108B: 0 Min Lat Undrclr L 56: 0.0 ft Deck Protection 108C: 0 Prll Str No.8P: Deck 58: 7 Truck ADT 109: 9.00% N/A Super 59: 6 Trk Net 110: 0 Location 9: Sub 60: 5 Pier Protection 111: ! 0.4 Mi N of Co Rd 44 Channel/Protection 61: 6 NBIS Length 112: Y Max Clr 10: 99.99 Culvert 62: N Scour Critical 113: 8 BaseHiway Net12: 0 Oprtng Rtg Method 63: 1 LF Load Factc Scour Watch 113M: N IrsinvRout 13A: 0000000000 Operating Rating 64: 50.1 Future ADT 114: 4,023 IrssubRout No13B: 00 Operating Factor 64: Year of Future ADT 115: 2032 Latitude 16: 40d 18'50.00" Inv Rtng Method 65: 1 LF Load Factc CDOT Str Type 120A: SSM Longitude 17: 104d 56'30.30" Inventory Rating 66: 30.0 CDOT Constr Type 120B: 0 Detour Length 19: 2 mi Inventory Factor 66: Inspection Indic 122A: - Toll Facility 20: 3 Asph/Fill Thick 66T: 3.0 in Inspection Trip 122AA: 0.00 Custodian 21: 02 Str.Evaluation 67: 5 Scheduling Status 122B: 0 Owner 22: 02 Deck Geometry 68: 2 Maintenance Patrol 123: 0 Functional Class 26: 08 Year Built 27: 1966 Undrclr VerUHor 69: N Expansion Dev/Type 124: O Lanes On 28A: 2 Posting 70: 5 At/Above Lega Brdg Rail Type/Mod 125A/B: AA 2 Lanes Under 28B: 0 Waterway Adequacy 71: 7 Posting Trucks 129A/B/C: 0.0 0.0 0.0 ADT 29: 2,453 Approach Alignment 72: 8 Str Rating Date 130: 06/17/2014 Year of ADT 30: 2012 Type Of Work 75A: 33 Special Equip 133: 0.00 Design Load 31: 5 MS 18(HS 20) Work Done By 75B: 1 Vert Clr N/E 134A/B/C: X 99.90 0.00 Apr Rdwy Width 32: 24.00 ft Length of Improvment 76: 60 Vert Clr S/W 135A/B/C: X 99.90 0.00 Median 33: 0 Insp Team Indicator 90B: STANTEC Vertical Clr Date: 01/01/1901 Skew 34: 0° Inspector Name 90C: BOSWORTHK Weight Limit Color 139: 0,White Structure Flared 35: 0 Frequency 91: 24 months Str Billing Type: IIB Sfty Rail 36a/b/c/d: 0 0 0 0 FC Frequency 92A: Userkey 1,Insp System: OFFSYS Rail ht36h: 35.0 in UW Frequency 92B: Userkey 4,Insp Sched: Hist Signif 37: 5 SI Frequency(Pin)92C: Userkev 5,UW Sched: Posting status 41: A FC Inspection Date 93A: Userkey 6,Pin Sched: Service on/un 42A/B: 1 5 UW Inspection Date 93B. Userkey 7,113 Doc Date: SI Date(Pin)93C: Inspection Key: PGRW !Inspection Type: Regular NBI I Inspector Name. I BOSWORTHK Thu 07/26/2018 10:51:33 LA_SIA Version 8e-6/13/2018 Structure ID:WEL013.0-044.0B Page 1 of 5 Routine Inspection Highway Number(ON)5D: 00000 V Colorado Department of Transportation Mile Post(ON)11: 0.000 mi Structure Inspection and Inventory Report(English Units) Element Inspection Report 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 30/1 Steel Deck-Orthotropic sq.ft 1499 90% 1349 9% 140 1% 10 0% 0 4 1/4 inch x 12 inch x 7 gage metal deck installed between 2012 and 2014 inspections. 510/1 Wearing Surfaces sq.ft 1499 100% 1499 0% 0 0% 0 0% 0 3 inches of asphalt above corrugations.Asphalt repaved prior to 2016 inspection.No change in thickness. Minor dirt and gravel buildup along edges of deck.No significant defects. 515/1 Steel Protective Coating sq.ft 1499 90% 1349 0% 0 0% 0 10% 150 Painted. 3440/1 Eff(St/Protect Coat) sq.ft 150 0% 0 0% 0 0% 0 100% 150 Failed at isolated areas of corrosion. 1000/1 Corrosion sq.ft 150 0% 0 93% 140 7% 10 0% 0 R1-R2 corrosion of few deck joints in all bays. 107/1 Steel Opn Girder/Beam ft 783 0% 0 85% 663 15% 120 0% 0 (13)W24 x 76 interior girders.All girders have minor horizontal bends. 515/1 Steel Protective Coating sq.ft 120 0% 0 0% 0 0% 0 100% 120 Exterior face of exterior girders are painted. 3440/1 Eff(St/Protect Coat) ft 137 0% 0 0% 0 0% 0 100% 37 Paint has failed,bare metal exposed throughout both girders. 1000/1 Corrosion ft 1783 0% 0 85% 663 15% 120 0% 0 R1 rust full length of all girders.R3 corrosion of top flange of Girders A and M. 202/1 Steel Column each 12 0% 0 0% 0 100% 12 0% 0 (6)10 inch H-piles per abutment. 515/1 Steel Protective Coating sq.ft 12 0% 0 0% 0 0% 0 100% 12 Painted. 3440/1 Eff(St/Protect Coat) each 1 0% 0 0% 0 0% 0 100% 1 Failed at areas of corrosion. 1000/1 Corrosion each 12 0% 0 0% 0 100% 12 0% 0 R3 corrosion of all piles at Al at mudline.R2 corrosion of all piles at A2 at mudline. 219/1 Stl Abutment ft 50 0% 0 0% 0 100% 50 0% 0 Vertical 2 inch x 14.5 inch sheet pile backwall. Thu 07/26/2018 10:51:33 LA_SIA Version 8e-6/13/2018 Structure ID:WEL013.0-044.08 Page 2 of 5 Routine Inspection Highway Number(ON)5D: 00000 V Colorado Department of Transportation Mile Post(ON)11: 0.000 mi Structure Inspection and Inventory Report(English Units) 515/1 Steel Protective Coating sq.ft 50 0% 0 0% 0 0% 0 100% 50 Painted. 3440/1 Eff(Stl Protect Coat) ft 15 0% 0 0% 0 0% 0 100% 15 Failed at areas of corrosion. 1000/1 Corrosion ft 50 0% 0 0% 0 100% 50 0% 0 R2 rust full length at north abutment(A2).R3 rust with 20%section loss at south abutment(Al)backwall. 231/1 Steel Pier Cap ft 50 0% 0 100% 50 0% 0 0% 0 10 inch H-caps. 515/1 Steel Protective Coating sq.ft 150 0% 0 0% 0 0% 0 100% 50 Painted. 3440/1 Eff(St/Protect Coat) ft 15 0% 0 0% 0 0% 0 100% 15 Failed at areas of corrosion. 1000/1 Corrosion ft 50 0% 0 100% 50 0% 0 0% 0 R1 rust throughout both caps. 330/1 Metal Bridge Railing ft 120 85% 102 15% 18 0% 0 0% 0 Rails replaced prior to 2016 inspection.W-beam rails on 6 inch blocking on 8 inch posts,blocked out and welded to web.Old posts were flame cut but remain welded to top and bottom flanges. 515/1 Steel Protective Coating sq.ft 120 85% 102 0% 0 0% 0 15% 18 Galvanized W-beam and painted posts.Galvanizing exhibits no significant defects. 3440/1 Eff(Stl Protect Coat) ft 5 0% 0 0% 0 0% 0 100% 5 Failed at areas of corrosion. 1000/1 Corrosion ft 18 0% 0 100% 18 0% 0 0% 0 R1 rust of all posts. 9325/1 Slope Prot/Berms (EA) 2 0% 0 0% 0 50% 1 50% 1 Natural banks previously at both abutments were washed out in September 2013 floods.Small riprap remains at Al and A2,slightly silted over at Al. 9326/1 Bridge Wingwalls (EA) 4 0% 0 25% 1 75% 3 0% 0 (1)10 inch H-pile with(2)H-walers and vertical 2 inch x 14.5 inch sheet pile backwall.R2 corrosion of southwest,northeast and northwest wngwalls.R1 corrosion at southeast wingwall. 515/1 Steel Protective Coating sq.ft 14 0% 0 0% 0 0% 0 100% 4 Painted.Failed at areas of corrosion. 9501/1 Channel Cond (EA) 1 100% 1 0% 0 0% 0 0% 0 Natural,meandering,sandy streambed with unregulated flows through a wide,flat prairie valley floor. Minor erosion at bends.30 degree bend at each end of the channel.Flow is directed through center of span. Thu 07/26/2018 10:51:33 LA_SIA Version 8e-6/13/2018 Structure ID:WEL013.0-044.0B Page 3 of 5 Routine Inspection Highway Number(ON)5D: 00000 V Colorado Department of Transportation Mile Post(ON)11: 0.000 mi Structure Inspection and Inventory Report(English Units) 9504/1 BankCond (EA) 1 100% 1 0% 0 0% 0 0% 0 Mild to very steep slopes(4:1 to 1:1)(mostly grassy)with scattered trees along banks to gentle sloped cultivated fields beyond the channel. 9510/1 Waterway Adequ. (EA) 1 100% 1 0% 0 0% 0 0% 0 Slight chance of overtopping the bridge. 9520/1 IAppRdAlign (EA) 1 100% 1 0% 0 0% 0 0% 0 Transverse cracks at each end of structure up to 0.25 inch wide in asphalt. 9530/1 Approach Guardrail A (EA) 1 100% 1 0% 0 0% 0 0% 0 30 ft extensions of bridge rails.No transitions or terminations.Impact damage with tearing for full length of southeast rail. 9600/1 Genl Remarks (EA) 1 100% 1 0% 0 0% 0 0% 0 Missing supplemental delineation panels at all(4)corners. Maintenance Activity Summary MMS Activity Description Recommended Status Target Year Est Cost 156.00 Deck-Seal 5/4/2016 _ 2019 Seal transverse cracks in asphalt over abutments. 302.00 Misc-Install Sign 5/4/2016 _ 2020 Install supplemental delineation panels at all(4)corners. 306.02 Approach Railing 3/29/2006 n 2028 Install bridge and approach rails to meet current AASHTO/CDOT standards. 358.99 Substructure-Install shoring 5/8/2014 -1 2023 Consider encasing abutment piles in concrete. Thu 07/26/2018 10:51:33 LA SIA Version 8e-6/13/2018 Structure ID:WEL013.0-044.08 Page 4 of 5 Routine Inspection Highway Number(ON)5D: 00000 V Colorado Department of Transportation Mile Post(ON)11: 0.000 mi Structure Inspection and Inventory Report(English Units) Bridge Notes Inspection Notes Date 5/22/2018- Temp: 73 degrees Time: 9:00 AM Weather: Clear, calm Scope: 0 NBI Q Element ElUnderwater ElFracture Critical ElOther Type: Regular NBI Team Leader Inspection Check-off: El FCM's El Vertical Clearance El Posting Signs ElStream Bed Profile El Essential Repair Verification Inspection Team:STANTEC Inspection Date:05/22/2018 Inspector:Unknown Inspector(Team Leader):KAREN BOSWORTH Thu 07/26/2018 10:51:33 LA_SIA Version 8e-6/13/2018 Structure ID:WEL013.0-044.0B Page 5 of 5 WEL013.0-044.03 WINGWALLS: z STL. SHEET PILE BACKWALL LITTLE A 411OW/ H8x8 WALER SUPPORTED { THRIVER ( = q�llllli;lll ON H8x8 PILE RIVER 1 I 1 I I I I } I I - I I N Oix I D I I D a CO 1 q COUNTY ROAD 13 CO a — — — — — — — — — — — — — — — — — m m o DIRECTION OF INVENTORY N N 1 I ALAN / S \ 60'-2" STRUCTURE LENGTH 1 1J I ABUTMENTS: (6) 10"X91/2" H-CAP ON (6) 10"x10" H-PILES AT 4'-6" 0.C. STL. _ SHEET PILE BACKWALL �� (TYP.) A�- \_l ILEVAT ON LOOKING WEST 58'-4" MAX. SPAN 24'-11" 0/0 24'-7" R/R rGALV. W-BEAM RAIL ON 6" BLOCKING f ON 8" POSTS ON BLOCKOUTS WELDED TO WEB , 3" ASPHALT ABOVE CORRUGATIONS L _ i / ON 4i"x14"x7 GA. METAL DECK `n ct I I - A B C D E F G H I J K L M -C3Y2x15 DIAPHRAGMS AT 1/4 POINTS (13) W24x76 GIRDERS @ 2'-0" O.C. S-CT ION1 LOOKING NORTH STREAMBED HISTORY -o- 2008 : - 2010 �-- 2012 FLOOD 2014 2016 2018 Al A2 0 . o _ - --- _, LOW CHORD u. 2 0 --- - - --- -- ----- — 0 2 4 . 0 0P: -- ccr- CC 8 . 0 --- --- -- - ----- - - u. -r w C1V`a er �evet A' z O 1 2 . 0 ,x• Y� . I—co 14 . 0 — _ �� — _�� -- _..___.._-.._.....� 16 . 0 _- 1 +-I f•-.•+ ---i E t I I i !! t t t a I t i I �.. t j 1 ! E t f_ i . .l r_-E -t- * t I------I II 0 . 0 5 . 0 10 . 0 15 . 0 20 . 0 25 . 0 30 . 0 35 . 0 40 . 0 45 . 0 50 . 0 55 . 0 CLEAR DISTANCE FROM Al ( FEET) 0 .0 15 .0 29. 2 34 .3 58.3 W. L . 2008 6 . 5 14 . 5 15 . 2 14 . 5 6 . 1 2010 6 . 7 13 . 7 14 . 6 14 . 0 6 . 3 2012 6 . 5 13 . 6 14 . 3 13 . 8 6 . 2 FLOOD 10 . 3 14 . 0 14 . 1 14 . 0 11 . 4 2014 9 . 8* 14 . 1 * 12 . 9* 12 . 5 * 11 . 0* 2016 8 . 7 11 . 0 11 . 5 11 . 2 9 . 3 2018 8 . 9 11 . 6 11 . 6 11 . 4 8 . 8 11 . 4 STRUCTURE NUMBER : WEL013 . 0-044 . 0B PERFORMED BY : CW INSPECTION DATE : 5/22/2018 Structure Number: W E L013.0-044.0 B Owner: WELD COUNTY Facility Carried : County Road 13 Inspection Date : 5/22/2018 Feature Intersected : Little Thompson River - . • -. •••• • . 1 C " . . l• ..: ,ji,ii, . ,.„...., ...,1 . : .,• • JM k•; r . • •.. ,�Y • • . . • .' .� ir- •.( . • \ V••••••unic....44 -.....1..........- •••• riA4 . t'- • ; ' ."F"'l,T ;, ii' '-'4 ' t:"4411.'4.•:..: r% .!,, rr • .' . • .ti • • • Roadway looking north A -• ^" ,J. wrt i} ft,PW ; .:a • • ''' • 1' : r �• 1 , • -rY•r r r r ' • . . 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I' V.'S - ' Elevation looking east CDOT Off-System Bridge Inspections Page 1 of 7 Stantec Structure Number : WEL013.0-044.0B Owner: WELD COUNTY Facility Carried : County Road 13 Inspection Date : 5/22/2018 Feature Intersected : Little Thompson River -: • a . - _' � .4 • 1 1 6S • il SI ' •: ' 4 - _.. c IIISLN _ . - .-.0 0....•••• °I.1 I e I 1....r Ira I. °°. I ill ill ill I 1 IP'-"-- - -' '- . .. 1 -r s. "T - , T. r T 1 1 r. w TT S‘ I • 1 i • T11 iMa ' 2 ₹ ti ( i iii 4 r L t -+` 1. ' Ii ' • ( ,‘,..,es ..r Y • ••sr y w T " ry ' ,Sit / �� --O.j .l�At- • t . C_• • • „to-agars..l r' - • 2. ` '� ' : ' '' • III cs- ..' General looking north _- a --wry. -- • • ,.♦at-+• ..r—:.t_ 1=1 •:� • ' _ • - _ �- �. j.!•- - � r��• v-I•i.•.... -'�-~ ! 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'1e/'" .! .. . .... ?� r ':' •J* �� ata!)• /i • •1 • ' " _- Impact damage to southeast approach rail CDOT Off-System Bridge Inspections Page 2of7 (eii) Stantec Structure Number: WEL013.0-044.OB Owner: WELD COUNTY Facility Carried : County Road 13 Inspection Date : 5/22/2018 Feature Intersected : Little Thompson River Z '1/4 x• • V9 • 5. • • (4, -a ; • , — ;C. - - - .. ' t• • • • z.3 , . ,, • • • • • • • • • • • • • • Transverse crack in approach roadways behind both abutments 7 • i ` YIL ' i 1 tyltts Olt _ r i. • ate •• :, i • • l',... I 4fr•jr •••,, ) • - a • • • ti •. _1. 4r • 'I ; • . , • t . .� -w. ill- it • ' -'•\ • • tt Ar 4. \ r; 4- ►i tll�' - • \ '.t �. ' -.4' ' .•�'� �"+" • w�i\ 311: t . -5 fir. " • • "� • ; . ,' t 1/44 :•._..At...,•+ 'fit r , j, V 4' 3',i't•,''\'. - •+ /♦ i. •,r-y ' '-f wy , ` l'•r , WA. A I �. R • i .1% f - • r • A c �. R2 corrosion of northwest wingwall CDOT Off-System Bridge Inspections (#41 Page3of7 Stantec Structure Number: WEL013.0-044.0B Owner: WELD COUNTY Facility Carried : County Road 13 Inspection Date : 5/22/2018 Feature Intersected : Little Thompson River • 'I _ w. _ YIf'• _ M • f + J a • A ` r _ 446. A i y i Sam• J • l r x ** If ,• r • • l t j*0, . 'r f - . Jt : - + jar :' dt �1 • - t i V — -' t. . . le / ' � . - '^mot f� �.� ll•. _ , • , l �.f is - •6 H is • —• � I. 0 ' 0 r i �„1 rSi rr i ,r y•3 • 1 7 • fi0..0, • • iii T3 S• r .D r," ; ,,,,,, , if ...jive , o , li .14 .. It f f.tl l i, % ' • 114 / I • . lir ,• 1 r' � ) • R3 laminating corrosion of Pile 1B • CI IA ' • ` ,-c cV• q -0 r � k�•T4� ,t t , t , • v , h_ c- a , 790-* ..t-V. i.; ` i r i, �7S a'' i .r. +'.' 1. 7� �• f• 4 .;�i � . '•.riTY{t •, t_ �: • •••-• 'll •^?�.3 } ',,C •,� !Qy t�'r vl•4. .4 � i'w.< i�i 1F. • s it i' ,*r. 1. - •4 } t-`. '_,I,' ' S ut0 a••6` i - ,_ti s tIZ�. • Y ' r ,1\.••-• ,,.�e. • k'1 I.r•••y • i7A � f ' 05* f. . � k i1 er . i as _Y i' �' 1 _r.?� •j�,,t`�t4 t ,�'t ;Ll 4'l•�}j ^ ;,, f:'L'•. Y`V •„ ♦ r., 1 i • fir, i 6 .1 ;:• L Y t;A " r r- y� n • !r „1,••••r . 4 ' itj„•.:�1�� M �`,� A '�- �:• .1r• . • .i+..•y —,—,.—...• Y �ti_r'tta*7 L afr . . r^ TV a _ __ • ' .'•• : k4.• .s1 It '1 Fj11 - - \�' y 1 r - _ . .1, . _ , t, • f - ' Hegel dilliSIC'ael. . 4:3•.-I • • .' ; O Ste;^ /00 I' .. Debris buildup on exterior corners of abutment bearing seats CDOT Off-System Bridge Inspections Page4of7 (11) Stantec • Structure Number: WEL013.0-044.0B Owner: WELD COUNTY Facility Carried : County Road 13 Inspection Date : 5/22/2018 Feature Intersected : Little Thompson River q wee0. ✓ fete . -� rrow. 'N. . rtr ,f x J t SE "tom . �� sY;••�t_ — • -ears ~�. Zk' �' �t '�"r+.•.v .-...w..YdRVr�......'+.../�11R �r�^N1v. H. lam' 0 f. :? I • 41,11, J s. • • ~ r t 4$ S . l 4 qn. J I R3 laminating corrosion of top flange of Girder A at Abutment 1 • • • • • 7 r4• - - h V a R2 corrosion along deck joints in Bay• G CDOT Off-System Bridge Inspections Page5of7 Stantec Structure Number: W E L013.0-044.0B Owner: WELD COUNTY Facility Carried : County Road 13 Inspection Date : 5/22/2018 Feature Intersected : Little Thompson River 1 i ,i_.. . V , , _ . \ , .. . _ I 0' '• ,... _ _ , .. . .,, , .. i . , 1 16 r 1N rr • took1 ., /� • \•, t ♦ , - `,r..•. �i ,ii- !fart, • 1A h c • + r i. _ �' r ,• I1��?rr,,1 ' ' •• •i /(.1 �` '� `qr? d! 'G fiat. . ' .. ` _ + ,, k "'S'r 14 it • - • 1 /µ 114.[ ` `a 1 •l + .• , lir° r tlIK•44 .t: Y • 1 4•••••• !s r , � • / R3 corrosion of Abutment 1 backwall iv1 w _ - -t 1'v + 1. ---r. toot ti ,- 74:3117.:****414-#.1 i aSP-X1 illii• • • . • •�� • k: _1 • , • ' •� '.`yam+�• l,I A' . ' r.. l'et • � •• " nth • 1• �',r. i. ♦ y tea 1� V ,•( I •'11 j.leitri.- :),•;',EL;f11 . /It As . 4•1' —, z ' . 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JV yy•• - . . •. / .��•cC 1 y 1�.y C •. ••y 4• • 1 • ''n ' , '1 , 6. r 2 �l al � 'y`�{G . �A +' , ;I •F" , • '• 4 ,� .. •-,4. .� L '�•�• �...„ 14 f..• 1 ' .��_f•S. ^ L� Laca 'eon e ' ' r ' L l r!i Fit ! .r fr . ? .. .w,,_ + °":. .'v / �, t / } i i t / { ti + .t•r 1 f .tY� , 4 jig 4\I'S •• ...T1 tit fli I ki el*. (.: ' 7 :,4 ,:et)ti : Poi ,Alt., ii4k,„:•?? , r, ...;. , / '7; . ' .! �♦ l• fit. ii if t•I � Channel looking upstream CDOT Off-System Bridge Inspections ate- Page 6 of 7 Stantec Structure Number: WEL013. 0-044.0B Owner: WELD COUNTY Facility Carried : County Road 13 Inspection Date : 5/22/2018 Feature Intersected : Little Thompson River F S• � • � fir ` • , , �y ,:.• IJ, :> . • ` ,� ,. `Ivyam(/. .. ,. . 1_ 1 ` Y.. •, . 5 ., /fi • , I f,. 4 .1i9 • .� - L at,� •Ipr, r o ,x,• - '. . ; �' v •T:�. • i •.. .` +,.r # ^ rte..' r ! de. - ' • gyp• • • r�. * •Jt ,. ` :•' ••ti 1 ., •:: 1.4 r r .. ,' N =j,.�•.. L v 'ti' '' =, •�,.1...v "�r • �*• r! '1t ,� go 42 Vim.'.'. .�•>-• _M,/i • �� air . •••. .r ,.. r . �.• ft qi 7 .,) f • %' �• i. Ynt kA y J r ✓, a via a• ` • t• ••.' iS .� t•. It f, Z S JY. ; Ni ' 4• H' • #1?' .i - ,•.`' �• :a •;J .., ' • J . • ,, • t a., ./1• • • \\\ y�•` f i► , t •,• r • Adi. .- s• v •-.}v. ,. . rte- • • . • I. _ 'y� ? • • ..� too • ; .4. a' _ t • • •-` 1 -t, (/} 1J it.: .•)• w J . • • « ,C •• ► C • r •.1K. - - ' n ' _ • . y� 3 es'Fait tt •fit{ I. ill •r t ,.. } r .., . j• ,- J •�Y'r' ere- 'L , a% "�, 'r• ';Ft ' , ? f r • • ..ate . • " .L' --r ram t .: �' • • \.•-. Y, L. ,!. • Ja• �` ijJ _ - . ; ..* f •to t • • 16 Channel looking downstream CDOT Off-System Bridge Inspections Page 7 of 7 (IN Stantec Mike Bedell From: Schuch -CDOT,Jake <jake.schuch@state.co.us> Sent: Thursday, September 19,2019 8:50 AM To: Mike Bedell Cc: Elizabeth Relford Subject: Re:Weld County 2019 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. Thanks Mike. I know you have a lot of overmatch in the projects so hopefully it isn't an issue to plan for an earlier design start.Just keep that history component in mind for these bridges moving forward. Thanks for submitting Wel060.5-49.0A and WEL013.0-044.06 for CDOT's review local agency review. I have reviewed your scope, schedule, and budget and believe all three components are reasonable. Please use this email as documentation that CDOT was consulted to meet the BRO application requirements. If you need anything else let me know. Thanks, Jake Schuch PE I-Traffic P 970.350.2205 I C 970.301.2129 10601 West 10th Street, Greeley CO 80634 jake.schuch@state.co.us I www.codot.Rov I www.cotrip.org On Thu,Sep 19,2019 at 8:33 AM Mike Bedell<mbedell@weldgov.com>wrote: Yes, both of these bridges will most likely require some ROW/Easements acquisition. I can adjust the proposed schedules in the grant applications to add some more time prior to construction. We are aware of the new 4-year project completion requirement. In my experience,that is pretty reasonable. A 3-year completion period is what we normally shoot for, but sometimes that can be difficult if ROW/Easements acquisition issues or environmental issues come up. Michael Bedell Senior Engineer Weld County Public Works Department (970)-301-0780 Confidentiality Notice:This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged,confidential or otherwise protected from disclosure. If you have received this communication in error,please immediately notify sender by return e-mail and destroy the communication.Any disclosure,copying,distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. From:Schuch-CDOT,Jake<jake.schuch@state.co.us> Sent:Wednesday,September 18,2019 4:57 PM To:Mike Bedell<mbedell@weldgov.com> Cc:Elizabeth Relford<erelford@weldgov.com> Subject: Re:Weld County 2019 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. Mike. Do you expect any ROW takes or easements to construct the bridges?If so,you will want to consider the history clearance in your schedule.Some of the properties around these bridges may have structures over 50 years old and would require SHPO consultation which could add a bit of time to your design schedule. Jake Schuch PE I- Traffic P 970.350.2205 I C 970.301.2129 10601 West 10th Street, Greeley CO 80634 2 jake.schuch®state.co.us I www.codot.gov p www.cotrip.org On Tue,Sep 17,2019 at 4:49 PM Mike Bedell<mbedell@weldgov.com>wrote: Please review the attached documents and let me know if you have any comments, concerns,or want to make site visits. Also, I will need some sort of documentation from you to show the selection committee that we consulted with you before submitting the applications. Thanks. Michael Bedell Senior Engineer Weld County Public Works Department (970)-301-0780 Confidentiality Notice:This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged,confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication.Any disclosure,copying,distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. 3 `,4'144 /dI' PUBLIC WORKS DEPARTMENT ��1-�"' 1111 H STREET TA r. ! 4 P.O. BOX 758 GREELEY, COLORADO 80632 I +' PHONE: (970) 400-3706 Eric Bergman September 18, 2019 Colorado Counties, Inc. 800 Grant Street, Suite 500 Denver, CO 80203 RE: Narrative for Bridge WEL060.5-049.0A (Fiscal Years 2020-2022 Funding) Bridge WEL060.5-049.0A is on Weld County Road 60.5 and spans the 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 2017 show an ADT of 3,468 vehicles per day,with 36% being trucks. This high percentage of trucks is increasing with time and 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 34 feet wide, 165 feet long (three spans), and was built in 1967. It is structurally deficient and has a sufficiency rating of 71.6 reported by Stantec on 6/13/19. 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 $500,000 grant from the available bridge replacement funds. We estimate the replacement cost at $3,100,000 with the Weld County portion being $2,600,000 (84%). 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. AtiC eEt..400 Michael Bedell, P.E. Senior Engineer SPECIAL BRIDGE FUND -- BRIDGE PROJECT COST ESTIMATE Structure Number WEL060.5-049.0A Municipality/County Weld Priority# 2 Average Daily Traffic(ADT) 3,468 (For entities submitting applications for more than one bridge,please specify if this bridge is your first, second,third,etc.priority) Engineering: Preliminary Engineering $ 70,000 Design Engineering $ 180,000 Construction Engineering and Staking $ 160,000 Project Engineering $ 90,000 Final Inspection $ 10,000 TOTAL ENGINEERING COSTS: $ 510,000 Labor-Materials-Equipment Mobilization $ 140,000 Site Preparation $ 150,000 Excavation $ 200,000 Abutments/Piers/Piling $ 900,000 Structure/Deck/Guard Rail $ 500,000 Approaches $ 200,000 Pavement $ 100,000 TOTAL LABOR-MATERIALS-EQUIPMENT COSTS: $ 2,190,000 Contingencies: $ 400,000 TOTAL PROJECT COSTS: $ 3,100,000 Design/Engineering Start Date(mo/yr): 02/2021 Date of Bid Opening(mo/yr): 10/2023 Project Start Date(mo/yr): 11/2023 Project Completion Date(mo/yr): 06/2024 Estimate Prepared by: Michael Bedell, P.E. Phone:(970)400-3706 Title: Sr. Engineer Date: 9/18/19 Approved by: Don Dunker, P.F:. Phone:(970)400-3749 Title: County Engineer Date: 9/18/19 D 1I WEED COUNTY Bricge 60 . 5 - 49A Vicinity Mao ... 44i .-„ ,.,. - ,. ., ,,,_ F .). : ... 14, ir VWry �>v.0-4 faY t J 1 ,,, , r :,ivK , y�. 4 Q , v"a , Y ,,,,. ;4 (Alder x •Jw �. WC R62 2 , ��tti � -In, f _ r• r1 �J I �P`a w.JqW Jtt.:' - �Y hwSA�:y� ,/1n� s �� n -tea D 'L. N .4 y `1,A -..I .NI1 y F q H r �. icy v '1� � .�J y A' , b Legend te. , Highway f. �1 1 Road b ' 1 .44 .L�1 , p Road a.. y 41 0 :♦>i t � ^ , ,ti W R !tin 1 }`. r e ' , �. �„ Highway �_� County Boundary kWEL060 5 049 . 0AC5i _ x 4 3V j o 4t b , _ _ vdt _ _top .s. ,, s. - it. ty, � � � il. -.-••-^-n.. _. . .. _ r ._ so 1� ',i60 , , a y I. "' •c ._:,. cf.. R n 111`T,.ttK, I. � .x,; Nit _l • Y? 3,... ) • 1 � rP f .. F . - wlr(r. •--.•44 •y - P ✓ • / i �. � , .. I Y k• ` ,^ rY't 44 ' .'..� s"`. (� q � - ' . 4"4111 ,iii' t+' nom^* w ,t: '3!z J` Y �J - • 1 I.bier • d A 9 + . I . 711Wr.0, . 1 : 24,000 Notes dm r % 1 ... ,...t1 ______ _________ , _ _ _ 4,000.0 0 2,000.00 4,000.0 Feet 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, WGS1984 Web Mercator Auxiliary Sphere current, or otherwise reliable. © Weld County Colorado THIS MAP IS NOT TO BE USED FOR NAVIGATION S,!r_i_ ' ,C1. 5 -caw COLORADO DEPARTMENT OF TRANSPORTATION Structure# , LOAD FACTOR RATING SUMMARY State highway #Z1o3 Rated using Batch I.D. 76(:)/3 Asphalt thickness: ,..57 mm( Z in.) J)t Colorado legal loads Structure type Te ❑ Interstate legal loads Parallel structure# Structural member 514 -fin ,-,:ay." starame.....masnasseaseamri Metric tons (Tons) Inventory zerf ( r) 3o (33.7) ( ) ( ) Operating 44f /(530) so.g ( - .i ) ( ) ( ) Type 3 truck ( ) ( ) ( ) ( ) Type 3S2 truck ( ) ( ) ( ) ( ) Type 3-2 truck ( ) ( ) ( ) ( ) ) ` Permit truck ( ) ( ) ( ) )on � Type 3 Truck Q Type 3S2 Truck tip Type 3-2 Truck mInterstate 21.a metric Ions(24 tons) Interstate 34.5 metric Ions(3e tons) interMale Colorado 24_5 metric tons(27 tons) Colorado 38.6 metric Ions(42.5 tons) 35.4 metric tons(39 tors) Colorado 38.6 mc.ric 101E(425 ton) e ( ) ) ( Metric tons Tons Metric tons Tons Metric tons Tons Comments I I 0 0 f I I I -,DGE t1EINSP-C T EG SLIT -r. I TRF:)ED BY LONCO. INC. c y&- I Rat �l Date Checked by Dale r as A Previous editions are obsolete and may not be used CDOT Form M187 1/95 Routine Inspection Highway Number(ON)5D: 00000 V Colorado Department of Transportation Mile Post(ON)11: 0.000 mi Structure Inspection and Inventory Report(English Units) Bridge Key: WEL060.5-049.0A Inspection Date: 06/13/2018 Sufficiency Rating: 71.6 SD NBI Reporting ID: WEL060.5-049.0A Main Mat/Desgn 43A/B: 4 02 Bridge Cost 94: $0 Rgn/Sect 2E/2M: 41 Appr MaUDesgn 44A/B: 0 0 Roadway Cost 95: $0 Tran Region 2T: 13 Main Spans Unit 45: 3 Total Cost 96: $0 County Code 3: 123 Approach Spans 46: 0 Year of Cost Estimate 97: 2018 WELD Horiz Clr 47: 30.00 ft Brdr Brdg Code/%98A/B: -2 0 Place Code 4: 00000 Max Span 48: 57.0 ft Border Bridge Number 99: 0 non-city Str Length 49: 165.5 ft Defense Highway 100: 0 Rte.(On/Under)5A: 1 Curb Wdth UR 50A/B: 0.0 ft 0.0 ft Parallel Structure 101: N Signing Prefix 5B: 4 Width Curb to Curb 51: 30.00 ft Direction of Traffic 102: 2 Level of Service 5C: 1 Width Out to Out 52: 34.0 ft Temporary Structure 103: Direction Suffix 5E: 0 Deck Area: 5627 Highway Systems 104: 0 Feature Intersected 6: Min Clr Ovr Brdg 53: 99.99 Fed Lands Hiway 105: 0 Lone Tree Creek Min Undrclr Ref 54A: N Year Reconstructed 106: Facility Carried 7: Min Underclr 54B: 0.0 ft Deck Type 107: 1 County Road 60.5 ;Min Lat Clmce Ref R 55A: N Wearing Surface 108A: 6 Alias Str No.8A: Min Lat Undrclr R 55B: 0.0 ft Membrane 108B: 2 C-18-CO Min Lat Undrclr L 56: 0.0 ft Deck Protection 108C: 0 Prll Str No.8P: Deck 58: 4 Truck ADT 109: 9.00% N/A Super 59: 6 Trk Net 110: 0 Location 9: Sub 60: 6 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: 0 Oprtng Rtg Method 63: 1 LF Load Factc Scour Watch 113M: N IrsinvRout 13A: 0000000000 Operating Rating 64: 53.0 Future ADT 114: 8,826 IrssubRout No13B: 00 Operating Factor 64: Year of Future ADT 115: 2032 Latitude 16: 40d 25'42.00" Inv Rtn Method 65: 1 LF Load Factc g CDOT Str Type 120A: CIC Longitude 17: 104d 35'23.00" Inventory Rating 66: 31.8 CDOT Constr Type 120B: 0. Detour Length 19: 2 mi Inventory Factor 66: - Inspection Indic 122A: Toll Facility 20: 3 Asph/Fill Thick 66T: 4.0 in Inspection Trip 122AA: 0.00 Custodian 21: 02 Str.Evaluation 67: 6 Scheduling Status 122B: 0 Owner 22: 02 Deck Geometry 68: 3 Maintenance Patrol 123: 0 Functional Class 26: 07 Year Built 27: 1967 Undrclr Vert/Hor 69: N Expansion Dev/Type 124: 1 Lanes On 28A: 2 Posting 70: 5 At/Above Lega Brdg Rail Type/Mod 125A/B: G 2 Lanes Under 28B: 0 Waterway Adequacy 71: 8 Posting Trucks 129A/B/C: 0.0 0.0 0.0 ADT 29: 5,382 Approach Alignment 72: 8 Str Rating Date 130: 05/16/1996 Year of ADT 30: 2012 Type Of Work 75A: -2 Special Equip 133: Unknown Design Load 31: 5 MS 18(HS 20) Work Done By 75B: ! Vert Clr N/E 134A/B/C: X 99.99 0.00 Apr Rdwy Width 32: 25.00 ft Length of Improvment 76: Vert Clr S/W 135A/B/C: X 99.99 0.00 Median 33: 0 lnsp Team Indicator 90B: STANTEC Vertical Clr Date: 01/01/1901 Skew 34: 47° Inspector Name 90C: • BOSWORTHK Weight Limit Color 139: 0,White Structure Flared 35: 0 Frequency 91: 24 months Str Billing Type: 118 Sfty Rail 36a/b/c/d: 0 0 0 0 FC Frequency 92A: Userkey 1,lnsp System: OFFSYS Rail ht36h: 34.0 in UW Frequency 92B: Userkey 4,lnsp Sched: Hist Signif 37: 5 SI Frequency(Pin)92C: Userkey 5,UW Sched: Posting status 41: A FC Inspection Date 93A: Userkey 6,Pin Sched: Service on/un 42A/B: 1 5 UW Inspection Date 93B: Userkey 7,113 Doc Date: SI Date(Pin)93C: Inspection Key: ELCM !inspection Type7 Regular NBI !Inspector Name: I BOSWORTHK Thu 08/0912018 10:48:56 LA_SIA Version 8e-6/13/2018 Structure ID:WEL060.5-049.0A Page 1 of 6 Routine Inspection Highway Number(ON)5D: 00000 V Colorado Department of Transportation Mile Post(ON)11: 0.000 mi Structure Inspection and Inventory Report(English Units) Element Inspection Report 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 sq.ft 5627 20% 1118 20% 1125 60% 3384 0% 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.Many deck patches.Forms in place from full depth patches. 510/1 Wearing Surfaces sq.ft 14965 77% 3806 0% 0 23% 1159 0% 0 New asphalt overlay prior to 2010 inspection. 3220/1 Crack(Wearing Surface) sq.ft 1159 0% 0 0% 0 100% 1159 0% 0 Longitudinal crack in overlay down centerline of roadway and centerline of lanes.Transverse cracks spaced at 10 ft.All open up to 0.25 inch wide. 1080/1 Delamination/Spall/Patchec sq.ft 18 0% 0 0% 0 100% 8 0% 0 (1)with exposed rebar in Bay 4C.Honeycomb near Pier 3(5)locations of areas of delaminations and spalls.Slab supports/haunch have spalls at ends of Girders 3A,3B and 3C at east abutment(A4). 1120/1 Efflorescence/Rust Staininc sq.ft 14501 0% 0 25% 1125 75% 3376 0% 0 100%of soffit has hairline map cracking at 4 inch spacing,80%with efflorescence,and 60%with rust. 107/1 Steel Opn Girder/Beam ft 662 0% 0 0% 0 100% 662 0% 0 (4)steel girders.Cover plates welded full perimeter to bottom flanges over piers.All girders have 2 bolted splice locations in Span 3. 515/1 Steel Protective Coating sq.ft 1662 0% 0 0% 0 0% 0 100% 662 Painted. 3440/1 Eff(Stl Protect Coat) ft 202 0% 0 0% 0 0% 0 100% 202 Failed at rust locations. 1000/1 Corrosion ft 1662 0% 0 0% 0 100% 662 0% 0 Isolated R2 rust of bottom flange of Girder 3D.Spotty R1 rust at random locations throughout.Top flanges of all girders have pitting rust and flaking rust(R2)along edges.Small spotty areas of pitting rust of bottom flange of Girder D in all spans and R1 rust remainder of Girder D in all spans. 210/1 Re Conc Pier Wall ft 94 100% 94 0% 0 0% 0 0% 0 Typical surface voids on pier walls.Cofferdam/footing exposed up to 5 inches at upstream nose. 215/1 Re Conc Abutment ft 100 95% 95 0% 0 5% 5 0% 0 Few hairline vertical cracks.Both waterstained.Sand built up on east abutment(A4)seat.Water stains on badcwal Is. 1080/1 Delamination/Spall/Patchec ft 1 0% 0 0% 0 100% 1 0% 0 Map cracks,delaminations,and exposed,corroded(R2)reinforcement at south corner of west abutment (Al). 1130/1 Cracking(RC and Other) ft 14 0% 0 0% 0 100% 4 0% 0 5 ft long horizontal crack in southwest end of Al open up to 0.25 inch wide. 301/1 Pourable Joint Seal ft 88 100% 88 0% 0 0% 0 0% 0 Between approach slab and abutments.Covered with asphalt. Thu 08/09/2018 10:48:56 LA_SIA Version 8e-6/13/2018 Structure ID:WEL060.5-049.0A Page 2 of 6 Routine Inspection Highway Number(ON)5D: 00000 V Colorado Department of Transportation Mile Post(ON)11: 0.000 mi Structure Inspection and Inventory Report(English Units) 304/1 Open Expansion Joint ft 5 0% 0 50% 3 0% 0 50% 3 Sliding plates in left sidewalk area of east abutment(A4)only.Missing plate at southeast. 1080/1 Delamination/Spall/Patchec ft 13 0% 0 100% 3 0% 0 0% 0 Spells adjacent to plates. 311/1 Moveable Bearing each 12 0% 0 92% 11 8% 1 0% 0 Rockers at Pier 2,Pier 3,and east abutment(A4).Debris at bearings. 515/1 Steel Protective Coating sq.ft 12 0% 0 0% 0 0% 0 100% 12 Painted. 3440/1 Eff(Stl Protect Coat) each 1 0% 0 0% 0 0% 0 100% 1 Failed at rust locations. 1000/1 Corrosion each 12 0% 0 92% 11 8% 1 0% 0 R1 to R2 rust of plates and rockers at A4. 313/1 Fixed Bearing each 4 0% 0 100% 4 [0% 0 0% 0 Fixed at west abutment(A1). 515/1 Steel Protective Coating sq.ft 14 0% 0 0% 0 0% 0 100% 4 Painted. 3440/1 Eff(St!Protect Coat) each 0 0% 0 0% 0 0% 0 100% 0 Failed at rust locations. 1000/1 Corrosion each 14 0% 0 100% 4 0% 0 0% 0 R1 corrosion on all bearings.Debris on bearings. 330/1 Metal Bridge Railing ft 331 96% 317 4% 12 1% 2 0% 0 Galvanized W-beam on posts. 515/1 Steel Protective Coating sq.ft 1331 99% 329 0% 0 0% 0 1% 2 Galvanized. 3440/1 Eff(St'Protect Coat) ft 11 0% 0 0% 0 0% 0 100% 1 Failed at rust locations. 1000/1 Corrosion ft 12 0% 0 0% 0 100% 2 0% 0 (2)area of R4 rust with perforations at end section:southeast and northwest. 7000/1 Damage ft 12 0% 0 100% 12 0% 0 0% 0 6 ft section on south side near east abutment(A4)is damaged from collision.6 ft section on north side and near middle of Span 2 is damaged from collision. Thu 08/09/2018 10:48:56 LA_SIA Version 8e-6/13/2018 Structure ID:WEL060.5-049.0A Page 3 of 6 Routine Inspection Highway Number(ON)5D: 00000 V Colorado Department of Transportation Mile Post(ON)11: 0.000 mi Structure Inspection and Inventory Report(English Units) 9306/1 Asphaltic Plg Exp Jt (LF) 44 89% 39 11% 5 0% 0 0% 0 New asphaltic plug installed prior to 2010 inspection at east abutment(A4).Cracks along side of deck in shoulder areas. 9325/1 Slope Prot/Berms (EA) 2 100% 2 0% 0 0% 0 0% 0 Dirt berms.Rock and concrete rubble riprap at each. 9326/1 Bridge Wingwalls (EA) 4 75% 3 0% 0 25% 1 0% 0 Extensions of abutment backwalls.4.5 ft long x Full width x 4 inch deep spall at cover plate location in curb with exposed and corroded reinforcement in southeast wingwall. 9338/1 Conc Curbs/SW (LF) 331 100% 329 0% 0 0% 2 0% 0 A few transverse and shrinkage cracks.Minor spalls in curb edges. 9501/1 Channel Cond (EA) 1 100% 1 0% 0 0% 0 0% 0 Winding channel with some degrading. 950411 BankCond (EA) 1 100% 1 0% 0 0% 0 0% 0 Steep banks with trees,grass,and brush. 9530/1 Approach Guardrail A (EA) 1 100% 1 0% 0 0% 0 0% 0 No approach rails exist. 9600/1 Gen!Remarks (EA) 1 100% 1 0% 0 0% 0 0% 0 5 inch utility pipe on north side.Missing supplemental delineation panels at all(4)corners. Maintenance Activity Summary MMS Activity Description Recommended Status Target Year Est Cost 200.31 Substructure-Patch spalls 6/13/2018 _ 2020 Repair cracking,delaminations, and spalls in south end of A1. 306.00 Bridge Rail-Replace 6/13/2018 _ 2019 Replace section of bridge rail with perforations at southeast and northwest.And damaged rail at north and south. Thu 08/09/2018 10:48:56 LA_SIA Version 8e-6/13/2018 Structure ID:WEL060.5-049.0A Page 4 of 6 Routine Inspection Highway Number(ON)5D: 00000 V Colorado Department of Transportation Mile Post(ON)11: 0.000 mi Structure Inspection and Inventory Report(English Units) 306.02 Bridge Rail-Upgrade 5/4/2010 n 2028 Install bridge and approach rails to meet current AASHTO/CDOT guidelines. 353.03 Deck-Replace 6/7/2016 _ 2023 Consider replacing entire deck. 353.08 Deck-Seal [6/19/2014 1 2019 Seal cracks in asphalt overlay and along plug joint. 355.00 Paint-Misc.Activity 6/7/2016 J _ 2023 Clean and paint girders and bearings. 357.00 Substruct-Cln Abutment/Pier Seat 6/13/2018 _ 2019 Remove debris from bearings. 358.06 Substructure-Patch spalls 6/19/2014 1 2020 Patch spalls in southeast wingwall. Bridge Notes Inspection Notes Thu 08/09/2018 10:48:56 LA_SIA Version 8e-6/13/2018 Structure ID:WEL060.5-049.0A Page 5 of 6 Routine Inspection Highway Number(ON)5D: 00000 V Colorado Department of Transportation Mile Post(ON)11: 0.000 mi Structure Inspection and Inventory Report(English Units) Date 6/13/2018- Temp: 83 Degrees Time: 11:45 AM Weather: Clear,breeze Scope: • NBI Element Underwater ElFracture Critical El Other Type: Regular NBI Team Leader Inspection Check-off: ▪ FCM's El Vertical Clearance ID Posting Signs El Stream Bed Profile El Essential Repair Verification Inspection Team:STANTEC Inspection Date:06/13/201S Inspector:M.Stadig Inspector(Team Leader):KAREN BOSWORTH Thu 08/09/2018 10:48:56 LA_SIA Version 8e-6/13/2018 Structure ID:WEL060.5-049.0A Page 6 of 6 WEL060.5-049.0A LONE TREE CREEK @ NORTH 47' , 1 SKEW J� / // _� / D, .� 0 / _ // COUNTY ROAD 60.5 // _ pOJ o g <b< / `L// 43// DIRECTION / 0•F• in`r'a / e\% e%/ OF INVENTORY / icl- PLAN 165'-6" STR. LENGTH r L\ ,Al '''N--... ....„,....., A4 COFFER p 3 I DAMT\/ 5'-4'1-1 44'-6" CLR. SPAN _ 57'-0" MAX. SPAN 49'-6" CLR. SPAN /r5.-4" .--2'-0" .--2'-0„ ELEVATION LOOKING NORTH 34'-0" 0/0 1(49'-10" 0/0 SKEW) 30'-0" CURB-CURB GALV. W-BEAM RAIL ON 64"x6" I-BEAM POSTS @ 6.-3" O.C. / 4" ASPHALT ON 7'/2" DECK �ori G V N I 5" PLASTIC/ CONDUIT I I I I A B C D 3 SPA @ 9'-0" O.C. SECTION LOOKING EAST 41 STREAMBED-et- ---; :--- 2012 2014 - - 2016 2018 Al P2 P3 A4 0 . 0 o - - - - LOW CHORD 2 . 0 --- 0 1 2 4 . 0 - - ----- 0 6 . 0 ____ - _ - __- � ..__ - 0 8 . 0 ---o O 10 . 0 Li. oI Lu w 12 . 0 _ _ _ __...._- Water Level 6 .. �-- F-. 14 . 0 - - -_ __ __ _.._� H 1 8 . 0 i i- j i ----- f.. : 1.............. ? E ? { _— ...1 T i T — ; pi 1 I i c i ; 1 ; eitami 0 . 0 25 . 0 50 . 0 75 . 0 100 . 0 125 . 0 150 . 0 CLEAR DISTANCE FROM Al ( FEET) 0 .0 30 .2 50 .8 62 .8 80 .3 109 .8 141 .5 165 . 5 WE L e , • 2010 2 . 6 11 . 4 13 . 5 16 . 0 13 . 1 13 . 0 9 . 8 3 . 2 a 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 a B 2018 3 . 0 10 . 9 13 . 8 13 . 7 12 . 4 _ 12 . 8 10 . 5 3 . 2 13 . 0 STRUCTURE NUMBER : WEL060 . 5 . 049 . 0A PERFORMED BY : CB INSPECTION DATE : 6/ 13/2018 Structure Number: WEL060.5-049.0A Owner: WELD COUNTY Facility Carried : County Road 60.5 Inspection Date : 6/13/2018 Feature Intersected : Lone Tree Creek ,. 1 .•lc, . gip , . .. ,) •"Ili . • � 4t! is=anr r . • _ . ✓i , iYrt :1s ,1'.&- ._ it < t. s .. .r ? , _ •NM b. * ,.., �,( -1 .•�X '. 4 • • V 3 I t `7�1•; Y r =vim <, .F 1• r • `•r a. ;P�Erat '�31 ei 4 y�[�y� 1 � mac- ' '�"► s ` 9 x R4 • li \t • • . r-* _ ` - ♦ r - - -is N`4 '♦. 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U rvj'„A j2 -r. . - .. 2v ,.. . .. .. . _ ....4. vim(•... <ICS 41 t -...... .--.'-'- •-..---..- -- ...............0..sigi `1, 4 0 . �,,, a: �•ef `�2 • 171 r .Y w" i'. ,.y • � 0.c^ II wy • r r { r r . . w: •'.n .. , • General looking east _. .w.a a• • r • • • • r • - - '• .• • • _ •• , • • .' - • • • :.� � . �, .. z _ N >• .ti' a t ` . R - ''d' :. -s `* � a ..�.�}y� ��y • • /� • z iir'..a _ riJ i ! ;•Q�Vfi''MweRTTTTT 'q. ... : ' ' . ..1� = �/ �.•'l�i ..' >s. f•7 w' • !w • Longitudinal and transverse cracks in asphalt CDOT Off-System Bridge Inspections Page 2 of 8 • Structure Number: WEL060.5-049.0A Owner: WELD COUNTY Facility Carried : County Road 60.5 Inspection Date : 6/13/2018 Feature Intersected : Lone Tree Creek tSI , b �l,.... r pf • • A • I y • 41 ,, • '• !. • s• + • y • '+•h•.^• YEA Y :11, ::7- . ok ` • 1 f,•r, °te '�+l kit l 4 � t r,f�. l.�r-�i 4.. 1 act�} rk"^e ';?`.S ., ft i •♦ ' ,t1 A . 'A•" v t 1/4 ,ti - y • A', fit. ♦ '', „ n`! \ ...,,,,,*.',A.- 4 .tw^ • y •.,y T . 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T. - V5- '+• •.-••tir 'ii •' �a4 .f;`: Spall with exposed and corroded rebar in northeast corner of deck CDOT Off-System Bridge Inspections • „,.S1 Page 7of8 Stantec Structure Number: W E L060.5-049.0A Owner: WELD COUNTY Facility Carried : County Road 60.5 Inspection Date : 6/ 13/2018 Feature Intersected . Lone Tree Creek • •/• y- . 1.i+1 eI ' 'd Vl }y'• Aya - 7 49- 'J !� i { ,S. • r ••ill • ;t y �'T•. r -I •t; /. • I t•f ♦: - I( =i ♦" 1, Lti ':^f j�J •t • _... I,Y1�,• aj?p• ^, ■f r 1 •' t••:•/l�•. J r.tr. r .,.��i hti••! .!. ` `: . . _ ••r ♦ I. '! , '. r�l✓�` . •'-f/. . i1. A • ti lw�,11.,y.�• Il r% }� ' tJ ?.rk 3 1 ,V jet l'\1 it .1• -4 t •I•ar t • F '�• �.••, •/. I + • r ! Y� 31. Z / . ... . 4,,,- h •_i �, „ Tag, •'•111,^`ti- ` • • (,4 t... 1 .0 4• 7f 1�\: Y. . •• y/dri % \,. 1 r -• • • •.RS . . W'. • • : 7:t • a. 1 -.-/ • •r ' j .w ^� •.tit�"' tw. . •f•\i_ !• � �• � "fe tT f.t_ • •• . }'YT •:•' •.. . t . 4. • 42. 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'`"•yS !t 1' • -♦ .:..i r -• - '- •• lifil�l<R - • IL 1V Channel looking downstream CDOT Off-System Bridge Inspections Page 8 of 8 (1,1,:!10 Stantec Mike Bedell From: Schuch -CDOT,Jake <jake.schuch@state.co.us> Sent: Thursday, September 19,2019 8:50 AM To: Mike Bedell Cc: Elizabeth Relford Subject: Re:Weld County 2019 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. Thanks Mike. I know you have a lot of overmatch in the projects so hopefully it isn't an issue to plan for an earlier design start.Just keep that history component in mind for these bridges moving forward. Thanks for submitting Wel060.5-49.0A and WEL013.0-044.0B for CDOT's review local agency review. I have reviewed your scope, schedule, and budget and believe all three components are reasonable. Please use this email as documentation that CDOT was consulted to meet the BRO application requirements. If you need anything else let me know. Thanks, Jake Schuch PE I- Traffic P 970.350.2205 I C 970.301.2129 10601 West 10th Street, Greeley CO 80634 iake.schuch@state.co.us I www.codot.Rov I www.cotrip.org On Thu,Sep 19,2019 at 8:33 AM Mike Bedell<mbedell@weldgov.com>wrote: Yes, both of these bridges will most likely require some ROW/Easements acquisition. I can adjust the proposed schedules in the grant applications to add some more time prior to construction. We are aware of the new 4-year project completion requirement. In my experience,that is pretty reasonable. A 3-year completion period is what we normally shoot for, but sometimes that can be difficult if ROW/Easements acquisition issues or environmental issues come up. Michael Bedell 1 Senior Engineer Weld County Public Works Department (970)-301-0780 Confidentiality Notice:This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged,confidential or otherwise protected from disclosure. If you have received this communication in error,please immediately notify sender by return e-mail and destroy the communication.Any disclosure,copying,distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. From:Schuch-CDOT,Jake<jake.schuch@state.co.us> Sent:Wednesday,September 18,2019 4:57 PM To:Mike Bedell<mbedell@weldgov.com> Cc: Elizabeth Belford<erelford@weldgov.com> Subject:Re:Weld County 2019 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, Mike. Do you expect any ROW takes or easements to construct the bridges?If so,you will want to consider the history clearance in your schedule.Some of the properties around these bridges may have structures over 50 years old and would require SHPO consultation which could add a bit of time to your design schedule. Jake Schuch PE I- Traffic P 970.350.2205 I C 970.301.2129 10601 West 10th Street, Greeley CO 80634 2 jake.schuch@state.co.us I www.codot.gov I www.cotrip.arg On Tue,Sep 17,2019 at 4:49 PM Mike Bedell<mbedell@weldgov.com>wrote: Please review the attached documents and let me know if you have any comments, concerns, or want to make site visits. Also, I will need some sort of documentation from you to show the selection committee that we consulted with you before submitting the applications. Thanks. Michael Bedell Senior Engineer Weld County Public Works Department (970)-301-0780 Confidentiality Notice:This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication.Any disclosure,copying,distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. 3 Contract Form New Contract Request Entity Information Entity Name* Entity ID' ❑New Entity? COLORADO COUNTIES, INC @00002822 Contract Name* Contract ID Parent Contract ID CO COUNTIES BRIDGE REPLACEMENT GRANT 3159 APPLICATION 2020-22 Contract Lead* Requires Board Approval Contract Status MBEDELL YES CTB REVIEW Contract Lead Email Department Project I MBedell@co weld co us Contract Description' APPLICATION FOR BRIDGE REPLACEMENT GRANT FUNDS THROUGH COLORADO COUNTIES INC SUBMITTING GRANT APPLICATIONS FOR BRIDGES 13144B REQUESTING$500,000 AND 50,5/49A REQUESTING$500,000 Contract Description 2 Contract Type* Department Requested BOCC Agenda Due Date APPLICATION PUBLIC'A'ORKS Date' 10/0512019 10/09)2019 Amount* Department Email $100,000 00 CIS'1- Will a work session with BOCC be required?* PublicWorks@weldgov.com HAD Renewable* NO Department Head Email Does Contract require Purchasing Dept. to be included? CI'r1-PublicV.,orks NO Automatic Renewal DeptHead@.:eldgov corn NO County Attorney Grant BOB CHOATE YES County Attorney Email !GA BCHOATE@CO WELD CO US NO Grant Deadline Date 10(25:2019 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 Review Date* Renewal Date 1010112020 Termination Notice Period Committed Delivery Date Expiration Date' 10125,2020 Contact Information Contact Info Contact Name Contact Type Contact Email Contact Phone I Contact Phone 2 Purchasing Purchasing Approver Purchasing Approved Date Approval Process Department Head Finance Approver Legal Counsel JAY MCDONALD BARB CONNOLLY BOB CHOATE DH Approved Date Finance Approved Date Legal Counsel Approved Date 10/02/2019 10/03/2019 10104/2019 Final Approval BOCC Approved Tyler Ref# AG 100919 BOCC Signed Date BOCC Agenda Date 10109/2019 Originator SSWANSON Submit Hello