The URL can be used to link to this page

Browse Search

Home My WebLink About851459.tiff RESOLUTION RE: APPROVE FUNDING APPLICATION FOR WELD COUNTY BRIDGE WEL 3/42A AND AUTHORIZE CHAIRMAN TO SIGN SAME 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 advised by the County Engineer that Weld County Bridge WEL 3/42A has sustained significant deterioration and must be replaced, and WHEREAS, after study and review, the Board deems it advisable to submit a Funding Application to Colorado Counties, Inc. , a copy of said application being attached hereto and incorporated herein by reference. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that submittal of a Funding Application for the replacement of Weld County Bridge WEL 3/42A be, and hereby is, approved. BE IT FURTHER RESOLVED by the Board that the Chairman be, and hereby is, authorized to sign said Funding Application. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 15th day of April, A.D. , 1985. BOARD OF COUNTY COMMISSIONERS ATTEST: 44+Ltb b+/ WELD COUNTY, OLORADO Weld County lerk and Recorder and Clerk to the Board 1 J qu ne Jo on, Chairman Gene R. Bran ner, Pro-Tem eputy County C rk APPROVED A TO FORM: C.W. R cy County Attor y Fr k am c i >go."Se. c4 -4 //i/. cetf_ Ufa G' ©O/ cp C C 851459 I- I SPECIAL BRIDGE FUND BRIDGE PROJECT ESTIMATE Structure Number 3/42A County WELD Engineering{: Preliminary Engineering $ 10,000 Design Engineering 15,000 Construction Engineering 5,000 and staking Project Engineering 5,000 Final Inspection 1,000 TOTAL ENGINEERING COSTS: $ 36,000 Labor - Materials - Equipment: Mobilization $ 15,000 Site Preparation 20,000 Excavation 10,000 Abutments/Piers/Piling 40,000 Structure/Deck/Guard Rail 60,000 Approaches — 5,000 Pavement 2,000 TOTAL LABOR - MATERIALS — EQUIPMENT COSTS: $ 152,000 Contingencies: $ 20,000 TOTAL PROJECT COST $ 208,000 Date of Bid Proposal: June 1986 Project Start Date: August 1986 Project Completion Date:�y� `` November 1986 Estimate Prepared By: fi��. e4 - Civil Engineer II ignature and title) Approved Chairman, Board of County Commissioners: 4ature O✓t0.�u�. ) CITY/COUNTY We ri '••1, ROAD/NO. 3 STRUCTURE NO. 3/424 4 . .. r e \ .. _ y Structure 3/42A January 17, 1985 - Looking North — Structure 3/42A January 17, 198'. Showing 4th panel cracked stringer & condition of steel Roar/Way • Look ;n7 Ale 4i 44. ....r- ',rasa. Vi i_ /:44:4_. Structure 3/42A January 17, 1985 - Looking East — Eiel/ct /ro✓( - Loa4ry [as , State of Cn'orado n l Hwy. No. 3 Department of Highways Division of Highways Str. No. E¢Z/ D.O.H. Form No. 422 Rev. Aug., 1980 - i STRUCTURE INVENTORY AND APPRAISAL SHEET I 1 State 0 8 8 25 Administrative Jurisdiction - on ! 2 Hwy. District Eng/Maint ql 225 Administrative Jurisdiction - under 3 County LLI 26 Functional Class - on 0 4 City/Town QDOQ 226 Functional Class - under Q 5 Inventory Route on 141 OQaO 30 27 Year Built/Reconstruct Igo 205 Inventory Route under OQQQQQOOQ 28 Lanes on and Under Structure Q/ O I Feature I tersec ed-99 16 tt��L� raQmLiQx—t!ILEA ___ 29 ADT on 4/Z/iP5- f12 . .111 ! 206 under e_eg (l1—BOAS 1 229 ADT Under O OOOO 7 Facility on 5 30 Year of ADT on Structure- *. �1laLX_n110 _ S 8 Structure No. ,fi1/eL-00 1,e2- 0 42 DA 230 Year of ADT Under 0 9 Location- Ll-r11—g_Ot__ap—B 31 Design Load 1_1 0_1_1_Z• 32 Appr. Rdway. Width w/Shldr. a. . f 10 Max. Vert. Cl. (10'-0") Lane on 11 1 9 33 Bridge Median Open 1 None 0 Closed 2 _ I210 Max. Vert.Cl. (10'-0")Lane under &O‘'.1.0 o 34 Skew • o 11 Milepoint on QQQ._in 0 35 Str. Flared Yes 1 no 0 211 Milepoint Under 222.QQ 36 Traffic Safety Features QQQ. ;12 DOD Road Section No. on 0 00 QL( 38-40 Navigation Control 0 0 0 0 0 0 0 212 DOD Road Section No. under QQOQX 41 Structure open or closed 8 Too f 113 DOD Bridge Letter on 1.2( 42 Type Service 1• 213 DOD Bridge Letter under X X 43 Structure Type -a 14 DOD Milepoint on aan.a 44 Approach Span Type 0D, 214 DOD Milepoint under 0Q.2_0 45 No. of Spans - Main L10_ 15 DOD Section Length on &Out, 46 No. of Spans - Approach Q00, 215 DOD Section Length under QQ.Q 47 Total Horizontal Clear. on Lam_ 116 Latitude 4012.$ 247 Total Horizontal Clear. under 00.j 17 Longitude LOSOZ.1 48 Maximum Span Length eft. 2 0_1 18 Phys. Vulnerability 4 49 Structure Length QQQQP_ 19 By-Pass Detour Length on at 50 Sidewalk p„ QO.. :.,.. ilel_ 1 219 By-Pass Detour Length under 0 0 51 Bridge Roadway Width (curb to curb) Qom._ 20 Toll 3 52 Deck Width (out to out) r", 21 _ 21 Custodian .7 53 Minimum Vertical Clear on Str. 11 " 2_ !22 Owner o n ^ D 3 54 Minimum Vertical Underclearance 22.. 0 e 123 FAP No. !, --J.4.el I a4 SUr1YEY _— 55 Minimum Lateral Clearance Rt. 24 Federal Aid System on 1 ! 56 Minimum Lateral Clearance Lt. O1LC 224 Federal Aid System under elf. 577 Wearing Surface L/_ r 1 of 5 kit-44,14y Iti ��S"�.V` Date U!Mr,— 1 • State of Colorado • �tt� Ce;crtment of Highways {r.� 3 Division of Highways Hwy. NO. T • • D.OH. Form No. 422 St r. No. 3142-/_ June,i978 STRUCTURE INVENTORY AND APPRAISAL SHEET STRUCTURE SKETCHES PLAN • ELEVATION SECTION Comments: O /Se � h 5 /1 Q / GA O rA fQ if[�/C O i" 5 e 4 a tat eAl ITEM 32 0 24 Regular Scheduled Inspections Temperature 4S' Special Scheduled Inspection_CITime of Day Z: 4S ITEM 36 QQQQ Partial Inspection C Weather Cond. 4 *h;N etch. (starting from lett most position) (1st Digit) BRIDGE RAILING - Bridge Div Type ti Code — L '-v Lrt 611494 jvice vai/s red./act to Truts • Rr'96f P Leif va ,( biro Rom oet n0SA 'eli 01 Sy it, ,/ (2nd Digit) APPROACH RAIL - TRANSIT/ON 11/4 a. Approach railing firmly attached to bridge railing. b. Approach railing gradually stiffened . • c. Curbs or safety walks tapered or shielded. d. Rail blocked away from posts. (3rd Digit) APPROACH RAILINGS AVA a.Type • b. Location of bridge according to latest design standards ,,f • (4th Digit) APPROACH RA/L ENDS (ends away from structure) 'vA • a. Flared and buried. b. Breakaway or shielded. INSPECTOR 4r• DATE I j a 2of5 ROAD NL'MEER - - ---- SHT. I ^^ 2, '� . STRUCTURE NUMBER_ ,A - 411 - - • TI 16ER PLANk BEHIND FLOOR BM")) 4, :. I I' PILES W/ 6. 6' WALE? V e - - -j- .'4 90 oIti•N N — _ I A o / TRUSS-5f \ RDIJY • • • PLAN SNLDQ. SI' - co- 5R. LENGTH s . 5- PANELS @ l(01-Or = BO.- 0' a P -.a `--e b-� �. Lf TBR. 6K1.1L. 'F o . ' OM (p`x b V WALERB %t-a e r k5uT. 2- 5• ii' ocr • I BM.S ON 3• I2: 7$'-9i CLR, 5PAN CHAN. ON 6- I I' t. LONGITUDINAL SECTION LOOKING EAST PILES T4'P. I ' I UPPER CHORD ia so,a 't0 Q I&' • Cc' F-F PAIL n 'f VERTICAL WEE) • co t RAILS: 2- 4 % ' 2i/ * LS F> S RETAINER FLOOR BE.P.MS - , 2"ASPHALT 4°x18 TIM6ER PLAKIK cf-3° Cb PIPE EAST SIDE 32w115/8 ToR. STR. Es/LOWER CHORD CNAhI. SEE TAE)LE SHT.2 - _ vi- - � Es/ SIS ' 54.7 FL 5M. •" �� TOP FLANGE OF FLooR �- I ilEAr15 CUT TO ALLOW ICo • a 04 DECK WEB LS THROUGH 17' - 3 C-C TRUSS - CROSS- 5ECTOIN LOOSING NORTH `LMJ GJab';F C., 5H 1, C Cm- r STRUCTURE NUMBEq tn k til ji LOWER CHORD EUPPER CHORD I/4' sir .r '/4 si I.. 9 tell ebt.4 1 , t.,/3Y-6'!, 1 e 4 L 2 -CB . H\.5 CHAN. U/ 51. 14 1/2 X L,. 2-C7 . 9,8 CH AN W 1 I4"44' PL, CONT. PL SC @ " O.C. TOP E, goTroti TOP 4 G'w 14" " y4_ PL@ 3(; O.C. go T roM DIAGONAL WEB VERTICAL W E 8 ri: 9' r—t-1 znri --->racl i -aRki c3 W . 5"-4 PL.@ 32"O.C. 3 . I I a 2 y2 W/ 2- 3"x2,/2; "' 3/4; L.5 8% x14" CoNT PL. W/4 LS 2- 2YZ x 2`6. . VIZ, OUTER 2- 2y2' Z,%Z " Y4 * INNER TRUSS M EMBER SEC_TI ON S NOTE: 0. %I 4) 5/..R X- bRAC.ING BETWEEN FL. BM•S TYP z,). 3"x 12,` TDR. x-GRACING bETWEEN STR.S @ • MIDSPANb TYP 5PAN NO. SPACING NO. OF FROM NORTH MAX. AVG. STR.S I) I7" IG` IS 2) - 14" 19 3) - 14" 19 A) IB. 17 $12 It - 5) - 1Co' ICD STRINGER TABLE State of Colorado Dapartment of Highways Division of Highways Hwy. No - D.O.H. Form No. 422 STRUCTURE INVENTORY AND APPRAISAL SHEET Str, he 314.2 June, 1978 (INSPECTION REPORT) — APPROACHF. /7 ;-CONDITION Material_L3✓a VC — F High or Low (Forward) LO ad (Rear) 1-- o uJ - - -- Joint Condition - - Curbs / 1 Shoulders it a ea WS I''t f4& sf —. --' p , Remarks- -- I _ ITEM NO. 65 �6c DECK / [ 'r — -- Surface Material A;/%a /7 Z" 4Yoh:4 ev, 011424rtA S. 4 Curbs --- -- Expansion Joints Const. Joints / r'o A Se Deck Condition 7")( /L' 4K C ea �avie % fw C ITEM NO. 58 T SUPERSTRUCTURE rJ No. of Spans I Type /'en-1 y red sic (5"O Tl/ )— Girders (Stringers) T'rtibeiZgiLitaµeIs) soave n✓_etekJ $v'N. e✓5 J 4 Truss Members fit--- ✓ ,iNer✓ciLizs-/-e.G� lair Gue/��P awl' on e fit q .,...in'tn, PP4In /le: !N f 'sole/ ITEM NO 59 C 2- Y/te Y /ccg;rr74T I SUBSTRUCTURE // Bearings Jett e( "Lyre /*-1 Yvr 5 .e ot4 - I. GaM- Abutments�. Y: .,i 1c a'/L eule✓ l4 K A s a�7e at.-7( Joa._G—a 4ar� T - de fr ✓:ora .rt-7 F yr Piers Wings Ism fi // e e-- .T Xl c ��Y. e N . S S. alter. G✓Yo � . 4- a e✓. ar ITEM N0. 60 F S. STREAM BED 1 / Channel Condition _if1�2/je ✓-1 he seks 6_ 2f Channel Protection Type S...0. -e ifcondition-condition- icon,a04� Bank Condition _ 0 ie+ - 6 ---11 ?!Debris __V e ✓. -I r.IT ic- --- - - - c - O -_-- - - -- -----�-- ITEM NO. 61 G F CULVERTS No. of Openings Material —__ Wings 7 i N!.1. ITEM NO. 62 Remarks: /6ini _&eI-/C . .&e pQ/ Aasg o °t o4!! Le_✓ Coe - - - enft ,fia p0- (e- .- Srafae- tog✓Z-ter_/ H k read s_'n a- ref N.s ..4 : / s le 14 l i ✓7 t1 c)4_ Or^)-'-_4-N a --��/�/ *CONDITION: Good-Fairs Critical INSPECTOR De-14---*<-•,,finATE K/3_3of5 I SL.te of Colorado c, t 1 Deportment of Highways Hwy. No. 3 • Division of Higt.woys Str. No. .3L4Z 4 D C.H. Form No. 422 STRUCTURE INVENTORY AND APPRAISAL SHEET Rev. January , 1979 (INSPECTION REPORT) ITEM YELLOW CARD 'Key Punch NO. , Cord Col. I CODES I • 58 ' Deski 20 2 59 : Superstructure I 32 2 • 60 Substructure I 44 i ,S- ' 61 Channel and/or Channel Protection 56 I R z Le ' Culverts-Retaining Walls • 68 ! K o 1 i I- a 3 I u BLUE_Cain I.n3 I retimated Remaining Life 12-13 i OS ! 64 Operating Rating I Sig' .__65 Approach Alignment 25 6 56 Inventory Rating 200.3 1 67 Structural Condition 37 Z 68 Deck Geometry 49 z 69 I Underclearance (Vertical and Lateral) I 61 /I 70 ( Safe Lood Capacity 73 2 a [ 1, U) a a WHITE CARD_ a 71 Waterway Adeauacv 12 1 r7 Q I 72 Approach Alignment 24 $ i 90 Date of Update 36-39 a/ MIS Structure No (Item No. 8) 58-64 1Ve/003.0-et4z0A J INSPECTOR . fE /I//I/p S PROPOSED IMPROVEMENTS 73 Year Needed Br 74 Tvoe of Service / 75 Tv De of Work g/ / 76 Improvement Length ^r/.to 77 Design Loadina >S 78 Roadway Width Op3Z 79 Number of Lanes O L 80 A. D.T. 000320 81 I Yeor of A D T. i p;• 82 Proposed Rdwy. Imorovements(Yeor) 8A 83 Proposed Rdwv. Improvements(Tvoe) 3 84 i Cost of Improvements fled,'. a200(thousandc of dollars) 0/1/61 85 I Preliminary Engine ering (thousands of dollars) 0n 86 Demolition Cost (thousands of dollars) 00/3 87 . Substructure Cost (thousands of dollars) 00033 i 88 Superstructure Cost (O d 6 ent e(thousonds of dollars) pe j 4 of 27 DEPARTMENT OF FN GINEcRING atm PHONE(303)356-4W0 P.O. BOX 758 y GREELEY,COLORADO 80632 T • COLORADO April 10, 1985 John F. Tomsic Colorado Counties Inc. 1177 Grant Street Denver, CO 80203 RE: Funding Application for Weld County Bridges WEL 17/448 and WEL 3/42A Dear Mr. Tomsic: Weld County is applying for funding to replace bridges WEL 17/44B and WEL 3/42A due to significant deterioration. Bridge WEL 17/44B is priority number one and bridge WEL 3/42A is priority number two. The replacement of these two deficient structures would greatly benefit Weld County. Thank you for your consideration. Sincerely, Rex L. Cantrell Civil Engineer II RLC/bf Hello