HomeMy WebLinkAbout20112656 RESOLUTION
RE: APPROVE GRANT APPLICATION FOR REPLACEMENT OF BRIDGE 68/59A -
COLORADO COUNTIES, INC.
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 Bridge 68/59A 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., commencing upon full execution, with terms and conditions being as
stated in said grant application, and
WHEREAS, after review, the Board deems it advisable to approve said grant
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 Bridge 68/59A 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., be, and
hereby is, approved.
The above and foregoing Resolution was, on motion duly made and seconded, adopted
by the following vote on the 10th day of October, A.D., 2011.
BOARD OF COUNTY COMMISSIONERS
WELD COUNTY, COLORADO
ATTEST:-a (-:,'_ 7 e -7C J.( 2k-a-c
ea/rbara Kirkrkmeyer, hair
Weld County Clerk to the Board /9 r--n/ •
• +a'Z an P. C , Pro-Tem ( —t
BY: J0TR,
Deputy lerk to the Boa " ' 1861
=�u m F. Garcia
6
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PP ED ASTC3FORM: fn, )is
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. j! �L` David E. Lo g
ounty Attorneyj� 6-0 �,,.,4,�,�--
Douglas I ademacherbbb
Date of signature: ID- /8-ll
CRS.. R w
1�,t � 2011-2656
1O
EG0064
MEMORANDUM imulkClerk the Board DATE: October 6, 2011
COLORADO TO: C e to
FROM: Mike Bedell P.E.
Senior Engineer, Public Works Department
SUBJECT: Agenda Item
Approve Grant Applications for Bridges 26/25 A and 68/59A Replacement.
Attached are two original narrative application packages.
Enclosures
M:\Francie\AgendaMikeBedell.doc
2011-2656
BOARD OF COUNTY COMMISSIONERS
REVIEW/WORK SESSION REQUEST
RE: Grant Applications for Bridges 26/25A and 68/59A Replacement
DEPARTMENT: Public Works DATE: September 27, 2011
PERSON REQUESTING: Michael Bedell, Senior Engineer
Brief description of the problem/issue:
Public Works Department is requesting approval to submit grant applications for bridge funds for replacement
of Bridge 26/25A over Platte Valley Canal, and Bridge 68/59A over Crow Creek. The grant application will be
submitted through the Colorado Counties Inc. office. The submittal deadline is October 21, 2011.
If the grant application is approved, Weld County would be responsible for 20% of the costs of the project. Our
estimate of the total project costs for Bridge 26/25A is $400,000 therefore our 20% cost-share portion would be
$80,000. Our estimate of the total project costs for Bridge 68/59A is $1,100,000 therefore our 20% cost-share
portion would be $220,000. Pat Persichino has reviewed and approved the grant applications.
What options exist for the Board?
The Board may choose to approve or not approve these proposed grant applications.
Recommendation to the Board:
The Department recommends the Board approve these grant applications. The Special Highway Committee
responsible for reviewing the grant applications plans to make funding recommendations by late November,
2011.
Approve Schedule Pr=ENb - \ V eve
Recommendation Work Session \c+c,
\c
i
Barbara Kirkmeyer, Chair > _ Giz-A.4-47 P? CA-r�C�t tS
Sean P. Conway �-t�R -zcolzSl-
p�c> (Jo, r�\p.. % c A€ntl.
William F. Garcia
David E. Long —7w��
Douglas Rademacher )/
Attachments: Grant Applications for Bridges 26/25A and 68/59A Replacement
PUBLIC WORKS DEPARTMENT
1111 H STREET
1 8 6 1 - 2 0 1 I P.O. BOX 758
T GREELEY, COLORADO 80632
S PHONE: (970)-304-6496, EXT. 3706
FAX: (970)-304-6497
WELD_COUNTY
September 20, 2011
Eric Bergman
Colorado Counties, Inc.
800 Grant Street, Suite 500
Denver, CO 80203
RE: Narrative for Bridge WEL068.0-059.0A(Fiscal Years 2012-2015 Funding)
Bridge WEL068.0-059.0A is located on Weld County Road (WCR) 68 and spans the Crow
Creek Drainage 0.2 miles east of State Highway(SH)392. This bridge is currently load posted,yet
heavily used by local truck traffic. WCR 68 is a vital paved link between SH 392 and many oiUgas
production facilities, and agricultural facilities in eastern Weld County. Traffic counts in 2008 show an
average daily traffic of 1,447 vehicles per day. Replacement of this bridge is our#2 priority for this bridge
funds application period.
The bridge is 32' wide, 94' long(three spans), and was built in 1957. It is structurally deficient,
and has a sufficiency rating of 51.1 reported by LONCO on 5/5/10. The bridge has major problems with
cracked and spalling concrete, and exposed rusting rebar. The bridge rail and approach guardrails are in
poor condition and do not meet current AASHTO/CDOT standards. The asphalt surfacing on the deck is
in poor shape with extensive cracking, rutting, and improper drainage.
Weld County believes this bridge is in need of replacement because of its structural incapacity, poor
driving surface condition, and safety concerns. The bridge is beyond the point where rehabilitation work
would be cost effective because of the monolithic concrete construction. Rehabilitation could not address
the current floodplain requirements nor meet most of the current bridge design standards.
Please contact Weld County Public Works Department if you need any information in addition
the contents of this application.
Sincere y,
Michael Bedell, P.E.
Senior Engineer
SPECIAL BRIDGE FUND--BRIDGE PROJECT COST ESTIMATE
Structure Number WEL068.0-059.OA Municipality/County WELD
Priority# 2
(For entities submitting applications for more than one bridge,please specify if this bridge is your first,
second,third,etc.priority)
Engineering:
Preliminary Engineering $ 10,000
Design Engineering 120,000
Construction Engineering
and Staking 50,000
Project Engineering 10,000
Final Inspection 10,000
TOTAL ENGINEERING COSTS: $ 200,000
Labor-Materials-Equipment
Mobilization 50,000
Site Preparation 20,000
Excavation 50,000
Abutments/Piers/Piling 300,000
Structure/Deck/Guard Rail 200,000
Approaches 170,000
Pavement 60,000
850,000
TOTAL LABOR-MATERIALS-EQUIPMENT COSTS: $
$ 50,000
Contingencies:
TOTAL PROJECT COSTS: $ 1,100,000
Design/Engineering Start Date(mo/yr): JUNE/2012
Date of Bid Opening(mo/yr): FEBRAURY/2013
Project Start Date(mo/yr): MARCH/2013
Project Completion Date(mo/yr): OCTOBER/2013
(970) SENIOR
Estimate Prepared by: MICHAEL BEDELL Phone: 304-6496 Title: ENGINEER 9/20/2011
Approvedby:PAT PERSICHINO Phone:304-6496 Title:DIRECTOR Date: 9/20/2011
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: WEL068.0-059.0A Inspection Date: 5/5/2010 Sufficiency Rating: 51.1 SD
n/Sectn 2E/2M: (41 I W In •: on Date 93 a' t-
rans Re•ion 2T (13 'ostin 9 status 41: •I Date 93C: r--
oun Code 3: 123 •,rvice on/un 42/VB: r-1 =rid•e Cost 94: IS 768,000
ELD in I= ,n 43 r—04 Roadwa Cost 95: ($76,800
Place Code 4: ` 0000 •1.r Mat/Des!n 44AB: 0—F.— otal Cost 96: ($115,200
e on-city ` Main Spans Unit 45: 17-- r:iar of Cost Estimate 97:` 12010
[F,Ite.(On/Under)5A: y f' [Approach Spans 46: \ (0 grdr Brdg Code/°/98A/0i t
.ie nin• Prefix 58: (4 oriz Clr 47: 8.1 ft order Bridge Number 99` (0
eve!of Service 5C: It Span 48: 28.7 H efense Highway 100: (0
.irectional Suffix 5E: (0 tr Length 49: 193-.73 arallel Structure 101: [N
eature Intersected 6: urb Wdth LIR 50/B: .0 ft P.7 ft irection of Traffic 102 12
Crow Creek idth Curb to Curb 51 (28.1 ft emporary Structure 1 L
Aacility Carried 7: L______ kith Out to Out 52: 331.9 ft Highway System 104: (0
aunty Road 68 eck Area: 12,992.4 sq.ft Fed Lands Hiway 105 10
pros Str No.8A: ‘ in Clr Ovr Brdg 53: (999.999 ear Reconstructed 106 10000
-19-H in Undrclr Ref 54A: ( eck Type 107: 11
Fri'Str No.8P i in Undrclr 54B: 10.0 ft 4.‘earing Surface 1084 (6
Min Lat Clmce Ref R 551 IN embrane 108B: ` 10
ocation 9: ` in Lat Undrclr R 55B 0.0 ft Deck Protection 108C: 10
0.8 Mi E of Co Rd 59 in Lat Undrclr L 56: I0 ruck ADT 109: 14
x Clr 10: 9-99 58: (6 rk Net 110: I0
aselliway Net12: 0(--- uper 59: 16 Pier Protection 111: F
--- NBIS Length 112: 1'
�rssubRout No13B: 00IrsinvRout 13A 000000000 ub 60: [60 hannel/Protection 61 to - cour Critical 113: (5
Latitude 16: 0d 28'45" ulven 62: (N cour Watch 113M: IN
Lo •itude 17: 104d 29'39" nng Rtg Method 63: 11 LF Load Factc Future ADT 114: (2,604
an•e18A: 4 W perating Rating 64: 19.6 ear of Future ADT 11 (2028
ownsh'•18B: G N Inv Rtng Method 65: F— DOT Str Type 120A: ICSG
.ectionl8C: 4 nventory Rating 66: 11.7 D- OT ConstrType 120B [02
e tour Len•th 19: 1.0 mi s fVFll Thick 661: (008"in" Inspection Indic 122A: I-^-
oll Facili 20: tr.Evaluation 67: Ie Inspection �Trip 122AA r -
ustodian 21: eck Geometry 68: Ir5-- chewing Status 122B 3
• ner 22: ndrclr Vert/Hor 69: (N Maintenance Patrol 123 10
Functional Class 26: g 'ostin!70: (3 x- .ansion Day/TA.-12• (O
ear Built 27: 1957 3=MMESTAI Pi-- : •! - it T,•: •.125A/: I -12
nes on 28A: 2 ••roach Al'!nment 72„ IB (Posting Trucks 129A/B/C\ 23 137 337
anes Under 28B: (0 •e of Work 75A: 311 tr Rating Date 130: 17/15/2002
0T 29: 1,447 ork Done B 75B: f•i peical Equip 133: i---
ear of ADT 30: 008 en•th of Im.rovment 76 128.0 ft e- rt CIr N/E 134A/13/C )1717979-10:10-
.
les'!n Load 31: Ins Team Indicator 90B Lonco e- n Clr S/W135AB/ Fr 99.99 (000
•r Width 32: 5.0 ft 1hspector Name 90C: ` 1DIETRICKB [Vertical Clr Date: ` I
edian 33: F-.uen 91: 124 months ei.ht Limit Color:13 10
•kew 34: F.7)(7- C Fr:.uenc 92A: 11-- tr Billin!T .e: 11IA
tructure Flared 35: 10 W Fr-.uenc 92B: -i Userke 1-S stem: (OFFSYS
fly Rail 36a/b/c/d: Or o Jo •I Fr:.uenc 92C: . I-1 Userke 7-U••ate Indi•: I
ail ht36h: 133"in" C Ins.-ction Date 93A:r
nspector Name: 1 JDIETRICKB
Mon 8/30/2010 10:50:14
insp007b_inspection_sia_english
Structure ID:W EL068.0-059.0A Page 1004 of 1346
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/En Description UnitsTotal Oty /in 1 CS 1 %in 2 CS 2%in 3 CS 3 %in 4 CS 4%in 5 CS 5
13/1 Unp Conc Deck/AC Ovl (SF) 2,98 100% 2,989 0% 0 0% 0 0% 0 0% 0
110/1 R/Conc Open Girder (LF) 37 0% 0 98% 369 2% 6 0% 0 0% 0
210/1 R/Conc Pier Wall (LF) 6 100% 66 0% 0 0% 0 0% 0 0% 0
215/1 R/Conc Abutment (LF) 6 100% 66 0% 0 0% 0 0% 0 0% 0
234/1 R/Conc Cap (LF) 6 94% 62 7% 4 0% 0 0% 0 0% 0
304/1 Open Expansion Joint (L9 6 100% 66 0% 0 0% 0 0% 0 0% 0
325/1 Slope Prot/Berms (EA) 100% 2 0% 0 0% 0 0% 0 0% 0
326/1 Bridge Wingwalls (EA) 75% 3 25% 1 0% 0 0% 0 0% 0
34/1 Metal Rail Coated (LF) 18 0% 0100% 187 0% 0 0% 0 0% 0
38/1 Conc Curbs/SW (LF) 18 98% 184 2% 3 0% 0 0% 0 0% 0
58/1 Deck Cracking SmFlag (EA) 1 0% 0100% 1 0% 0 0% 0 0% 0
359/1 Soffit Smart Flag (EA) 1 0% 0100% 1 0% 0 0% 0 0% 0
501/1 Channel Cond (EA) 1100% 1 0% 0 0% 0 0% 0 0% 0
504/1 BankCond (EA) 1100% 1 0% 0 0% 0 0% 0 0% 0
530/1 Approach Guardrail A (EA) 1100% 1 0% 0 0% 0 0% 0 0% 0
600/1 Gent Remarks (EA) 1100% 1 0% 0 0% 0 0% 0 0% 0
Elem/Env Description Element Notes
13/1 Unp Conc Deck/AC Ovl 8 inch asphalt on 7 inch concrete deck.
110/1 R/Conc Open Girder (4)-16 inch x 19 inch concrete girder monolithic with slab.Hairline transverse
cracking(flexure)at center line. Cracks were noted to have propagated
approximately 4 inches. Diaphragms-3 square feet of spalled concrete up to 4 inch
deep with 36 inches of exposed longitudinal rebar and(2)2 inch long vertical rebar
at P2 between girders C and D,see photo. 2 square feet of delamination with
exposed rebar concrete between girders B and C and C and D at P3.
210/1 R/Conc Pier Wall Concrete pier wall on 10.75 inch diameter steel piles per plans.
215/1 R/Conc Abutment Concrete stubwall on(4)-10.75 inch diameter steel pipe piles per plans.
234/1 R/Conc Cap Concrete cap. Delaminations on top face of P2,see photo, South end in chamfer.
4 inch diameter spall up to 1/2 inch deep with 2 inch of vertical exposed rebar
located on the west side of P3.
304/1 Open Expansion Joint Open joints at piers 2 and 3 paved over.
325/1 Slope Prot/Berms Concrete slope paving at both abutments.Minor cracking in abutments.20 feet of
transverse cracking up to 1/16 inch located at A4 side. 10 feet of cracking in the
concrete slope protection,up to'/ inch wide located on the southwest corner.
326/1 rid7—ge W ingwalls Concrete wall(short extension of concrete stubwall). Erosion behind southwest
wingwall is starting some minor undercutting. Minor erosion behind remaining
wingwalls.
Mon 8/30/2010 10:50:14
insp007b_inspection_sia_english
Structure ID:W EL068.0-059.0A Page 1005 of 1346
Highway Number(ON) 5D: 00000 V
Colorado Department of Transportation
Mile Post(ON)11: 0.000 mi_
Structure Inspection and Inventory Report (English Units)
Elem/Env Description Element Notes
334/1 Metal Rail Coated Galvanized W beam rails on north side. Light R1 rusting on webs and flanges in all
(15)6 inch post. Spotty light R1 rusting throughout flex beam.
338/1 Conc Curbs/SW 23 inch x 9 inch curb.Hairline transverse cracks throughout both curbs.
358/1 Deck Cracking SmFlag Minor transverse and longitudinal cracks. Asphalt cracking on both approaches.
Asphalt cracking on deck with most cracks sealed.
359/1 Soffit Smart Flag Bottom of deck has longitudinal hairline cracks midway between girders,typical all
bays.
501/1 Channel Cond Natural, meandering,sandy streambed with unregulated flows through a wide,flat
prairie valley floor.
504/1 BankCond Mild to gentle grassy slopes(4:1 to 10:1)to near flat cultivated fields on overbanks.
530/1 Approach Guardrail A No transitions,approach rails short and ends are flared.
600/1 Genl Remarks Posted 23T/37T/37T.
Maintenance Activity Summary
MMS Activity Description Recommended Status Year Completed Est Cost
k306.05 Railing 5/10/2006 1 012 P0000
Install transitions, approach rails and rail ends to meet current AASHTO/CDOT standards.
02.01 Signs I5/10/2006 1 2012 1150
Install type III delineators at northwest and southeast corners.
306.07 .Railing 5/10/2006 1 j 012 13500
Modify bridge rail (replace posts, modify post connections and add backer tubes) to meet current
AASHTO/CDOT standards.
Mon 8/30/2010 10:50:14
insp007b_inspection_sia_english Structure ID: WEL068.0-059.0A Page 1006 of 1346
Highway Number(ON) 5D: 00000 V
Colorado Department of Transportation
Mile Post(ON)11:0.000 mi
Structure Inspection and Inventory Report (English Units)
Maintenance Activity Summary
MMS Activity Descriotion Recommended Status Year Comoleted Est Cost
352.01 Din &Wash - j5/5/2010 _1 2012 500
Clean all plugged deck drains.
Bridge Notes
Mon 8/30/2010 10:50:14
insp007b_inspection_sia_english Structure ID:WEL068.0-059.0A Page 1007 of 1346
Highway Number(ON) 5D: 00000 V
Colorado Department of Transportation
Mile Post(ON)11:0.000 mi.
Structure Inspection and Inventory Report (English Units)
Inspection Notes
iClear-calm 10:02 48 Degrees NTI/WAD
Scope:
❑� NBI: ❑� Element: ❑Underwater: ❑Fracture Critical: ❑Other: Type: Regular NBI
Inspector: DIETRICKB Inspection Team:
sepia legate rat
Inspection Date: 05/05/2010
Inspector
Inspector
Mon 8/30/2010 10:50:14
insp007b_inspection_sia_english Structure ID:W EL068.0-059.0A Page 1008 of 1346
COLORADO DEPARTMENT OF '1 r.ANSPORTATION Structure # NEL068.0-059.0A
LOAD FACTOR RATING SUMMARY State highway# C.R. 86
Rated using Batch I.D. 123261
Asphalt thickness: mm( 7 5 to 9 in) Structure Type CSG
®Colorado legal loads Parallel structure#
O Interstate legal loads N.A.
Structural member Girder [ Deck
Metric tons {Tonsi
Inventory 31.7 ( 35.0 ) 10.6 ( 11.7 ) ( ) (
Operating 52.9 ( 58.4 ) 17.7 ( 19.6 ) ( ) ( )
Type 3 truck ( ) 21.3 ( 23.5 ) ( ) ( )
Type 3S2 truck ( ) 33.5 ( 37.0 ) ( ) (
Type 3-2 truck ( ) 33.5 ( 37.0 ) ( ) (
Permit truck ( ) ( 1 l (
) ( )
Type 3 Truck .D Type 3S2 Truck .D Type 3 2'Truck- "-
364 11rererr t1.1 wrmc tone f54 tea) I t,t.et.e 7s S..'l' tw.r»tatel r+N�
Gloreds 2L a n,r.e tar f7T wrl C-t.a. ?It mettle ten.M2 5 ton.! ]64 worm ten(VW*
Cohrre
a 11~we we 1425 tool
• • • • • t • r1r • • • •
2/.3 (23 ) 33.5 ( 37 ) 33.5 ( 37 )
Mettc tons Tons Melrrc!ons Tons Metric torts Tons
Comments R*,1;0'&T tf 14i.E 1°F T'y i t F,y'T i(:1
'posting required (23 3-1 k 3 7)
,PtflAl,t17 81' IA MAR MICHAEL 20 fl
7.112"to 9"of asphalt on 7 1/2"concrete slab. 11 5 at 1'-3'• top and bottom plus a# 5 crank bar at 1•-3".
fc= 3,000 p.s.i. fy=40,000 p.s.i.
1'-4"wide x 1'-7"deep girders with 8 - #11 bar, cast integrally with the slab. Spaced al 8'-0"on center.
Three simple spans, 29.958' 30 292' 29.958'
E':FIPF r!'iNS;•EC :f?0:1T NOT RERMED BY
Flexural capacity mid span of span 2 controls girder rating. KlRKHr'tNI MICHAE 23176
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