HomeMy WebLinkAbout20112655 RESOLUTION
RE: APPROVE GRANT APPLICATION FOR REPLACEMENT OF BRIDGE 26/25A -
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 26/25A 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 26/25A 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
WE1,D COUNTY, OLORADO
rbara Kirkmeyer Chair
Weld County Clerk to the Boar.
t - �,ean P. Co ay, Pro-Tem
BY: .,��.1.►,
Deputy rk to the Boa
`r. : ii. . Garcia
AP,P /EDA$. ORM: = .•
David E. Long
County ttorney Cd 3
Do as Edemacher
Date of signature: ID-IS-//
CC QI.C.) 2011-2655
1O- 1'6- 11 EG0064
MEMORANDUM
WE`D Ci DATE: October 6, 2011
COLORADO TO: Clerk to the Board
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:AFrancieAAgendaMikeBedell.doc
2011-2655
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
Recommendation Work Session Comments
Barbara Kirkmeyer, Chair
Sean P. Conway
William F. Garcia
David E. Long
Douglas Rademacher
Attachments: Grant Applications for Bridges 26/25A and 68/59A Replacement
PUBLIC WORKS DEPARTMENT
1111 H STREET
1861 - 2011 P.O. BOX 758
TI GREELEY, COLORADO 80632
PHONE: (970)-304-6496, EXT. 3706
i FAX: (970)-304-6497
WELD_ -BOUNTY
September 20, 2011
Eric Bergman
Colorado Counties, Inc.
800 Grant Street, Suite 500
Denver,CO 80203
RE: Narrative for Bridge WEL026.0-025.0A(Fiscal Years 2012-2015 Funding)
Bridge WEL026.0-025.0A is located on Weld County Road(WCR)26 and spans the Platte
Valley Canal 300 feet east of US Highway(HWY) 85. This bridge is currently load posted, yet heavily
used by local truck traffic. WCR 26 is a vital link between HWY 85 and many oil/gas production
facilities,and agricultural facilities in central Weld County. Traffic counts in 2008 show an average daily
traffic of 162 vehicles per day. Replacement of this bridge is our#1 priority for this bridge funds
application period.
The bridge is 30' wide, 37' long(one span), and was built in 1960. It is structurally deficient, and
has a sufficiency rating of 40.9 reported by LONCO on 2/26/10. The bridge has major problems with
rusting of exposed steel, especially areas exposed to the canal water. The bridge rails and guardrails are in
poor condition and do not meet current AASHTO/CDOT standards.
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 extensive rusting. New construction would have to take place in the
winter, when irrigation water is shut down.
Please contact Weld County Public Works Department if you need any information in addition to
the contents of this application.
oirsinytaaszieS
Michael Bedell, P.E.
Senior Engineer
SPECIAL BRIDGE FUND--BRIDGE PROJECT COST ESTIMATE
Structure Number WEL026.0-025.OA Municipality/County WELD
Priority# 1
(For entities submitting applications for more than one bridge,please specify if this bridge is your first,
second,third,etc.priority)
Engineering:
Preliminary Engineering S 5,000
Design Engineering 50,000
Construction Engineering
and Staking 15,000
Project Engineering 5,000
Final Inspection 5,000
TOTAL ENGINEERING COSTS: 5 80,000
Labor-Materials-Equipment
Mobilization 40,000
Site Preparation 10,000
Excavation 10,000
Abutments/Piers/Piling 100,000
Structure/Deck/Guard Rail 100,000
Approaches 20,000
Pavement 20,000
300,000
TOTAL LABOR-MATERIALS-EQUIPMENT COSTS: $
$ 20,000
Contingencies:
TOTAL PROJECT COSTS: $ 400,000
Design/Engineering Start Date(mo/yr): APRIL/2012
Date of Bid Opening(mo/yr): DECEMBER/2012
Project Start Date(mo/yr): JANUARY/2013
Project Completion Date(mo/yr): MAY/2013
(970) SENIOR
Estimate Prepared by: MICHAEL BEDELL Phonee304—))6496 Title: ppE❑NgGg77I,NNiEEWR�,t R�Date: 9/20/2011
Approved by:PAT PERSICHINO Phone: 304�b496 Title: DUREC9ORO bate: 9/20/2011
Highway Number(ON) 5D: 00000 V
Colorado Department of Transportation
Mile Post(ON)11: 109.983 mi
Structure Inspection and Inventory Report (English Units)
Bridge Key: WEL026.0-025.0A Inspection Date: 2/26/2010 Sufficiency Rating: 40.9 SD
•n/Sectn 2E/2M: $44T- MIZEIMME I5 UW Inspection Date 93 I
rans Re•ion 2T 113 'osti ,status 41: r I Date 93C: I
oun Code 3: 1123 - - $1 S[S . ride Cost 94: 1$212,400
ELD „Trf1771710MTIMMI F-iO2 Roadway Cost 95: 1$�21,240
Place Code 4: 0000 .• . r- J-F- total Cost 96: M 318,600
on-city Main Spans Unit 45: I' ear of Cost Estimate 97 12010
1Ffte.On/Under 5A: 1' !Approach Spans 46: 10 1Brd Code/%98A/B:l I r-
igning Prefix 5B: oriz Clr 47: 129.3 ft Border Bridge Number 99` I0
Level of Service 5C: 1 x Span 48: 135.7 ft
$37.2 ft
Defense Highway 100: I0
Directional Suffix 5E: Ip tr Length 49: Parallel Structure 101: IN
Feature Intersected 6: urb Wdth L/R 50A/B: 0 ft 0 ft Direction of Traffic 102 12
Platte Valley Canal kith Curb to Curb 51 129.3 ft emporary Structure 10 L
[Facility Carried 7: ` idth Out to Out 52: 129.9 ft Highway System 104: 10
County Road 26 eck Area: 1.108.7 sq.ft Fed Lands Hiway 105: 10
1lias Sir No.8A: 1 in Clr Ovr Brdg 53: 199.99 ear Reconstructed 106 0000
m Undrclr Ref 54A: Deck Type 107: 16
L rll Str No.8P 1( in l Undrclr MB: , $0.011 llrearing Surface 108 Is
1s
Min Lat Clmce Ref R 554 IN Membrane 108B: ` Jo
ocation 9: ` in Lat Undrclr R 55B $0.0 ft eck Protection 108C: 10
.1 Mi E of US Hwy 85 in Lat Undrclr L 56: 10 ruck ADT 109: I%
MEHOIL 199.99 eck 58: 16 rk Net 110: 10
EtnEPEMBE 10 per 59: 17 Pier Protection 111: r_
IrsinvRout 13A 000000000 ub 60: NBIS Length 112: 1Y
IrssubRout No13B: 10O hannel/Protection 61 I7 cour Critical 113: $8
Latitude 16: 0d 10'27" ulvert 62: IN cour Watch 113M: IN
on•itude 17: 104d 48'55" I•An.Rt. Method 63: 1 LF Load Factc Future ADT 114: 292
an•e18A: 6 W I•-ratin, Ratin,64: 19.7 ear of Future ADT 11' $2028
ownshi•18B: P Inv Rtn.Method 65: DOT Str T�•=120A: ISSM
Section18C: 'nvento Ratin•66: 11.8 DOT Constr T 120B 10
Detour Len th 19: .0 mi s h/Fill Thick 66T: 1004 in Ins 'on Indic 122A: 1
oll Facili 20: •tr.Evaluation 67: 12 ' •-ction Tri.122AA 1
ustodian 21: reds Geomet 68: 16 •chedulin.Status 122B 1
Iwner 22: ndrclr Vert/Hor 69: IN Maintenance Patrol 123 10
unctional Class 26: g 'ostin,70: 13 .•.•. fTiud7t►u, o
ear Built 27: 1960 18 =rd! Rail T4!=/Mod 125A/B lt.„ J
anes on 28A: 2 pproach Alignment 72t1 18 Postin,Trucks 129A/B/C P-136 (38
nesVUnder 28B: 10 ype of Work 75A: 1.5T--- tr Ratin.Date 130: 17/13/1995
DT 29 162 ork Done B r�75B ` 11 2=EMIElM I
ear of ADT 30: 008 Length of Improvment 76 159.0 ft MEZZEIRME r^99.99 10.00
es n Load 31: rnsp Team Indicator 90B Lonco = • I^fi 99.99 10.00
• Width 32: 4,0 ft Inspector Name 90C: Il 1DIETRICKB Vertical Clr Date: 1
.ian 33: ••uen 91: f24 months e' ht Limit Color:13 10
.kew 34: 121.00` C Frequency 92A: 1-1 .tr Billin•T .e: JIIB
•tructure Flared 35: 10 Frequency 92B: i-1 Userke 1-S tern: 1OFFSYS
fty Rail 36a/b/c/d: F Or 0 0 '.1 Frequency 92C: i Userke 7-U•••to Indi
ail ht36h: 123"in" C Inspection Date 93A:, I
linspector Name: jDIETRICKB
insp007b_inspection_sia_english Mon 8/30/2010 10:50:14
Structure ID:W E L026.0-025.0A Page 344 of 1346
Highway Number(ON)5D: 00000 V
Colorado Department of Transportation Mile Post(ON)11: 109.983 mi
Structure Inspection and Inventory Report (English Units)
Element Inspection Report
Elm/En Description UnitsTotal City%in 1 CS 1 %in 2 CS 2%in 3 CS 3 %in 4 CS 4%in 5 CS 5
30/1 Corrug/Orthotpc Deck (SF) 1,110 0% 0 0% 0100% 1,110 0% 0 0% 0
106/1 Unpnt Stl Opn Girder (LF) 520 0% 0100% 520 0% 0 0% 0 0% 0
107/1 Paint Stl Opn Girder (LF) 74 0% 0 0% 0100% 74 0% 0 0% 0
202/1 Paint Stl Column (EA) 12 0% 0 0% 0 50% 6 0% 0 50% 6
217/1 Other Mtl Abutment (LF) 64 0% 0 25% 16 25% 16 50% 32 0% 0
231/1 Paint Stl Cap (LF) 64 0% 0 0% 0100% 64 0% 0 0% 0
325/1 Slope Prot/Berms (EA) 1100% 1 0% 0 0% 0 0% 0 0% 0
326/1 Bridge Wingwalls (EA) 4 50% 2 50% 2 0% 0 0% 0 0% 0
334/1 Metal Rail Coated (LF) 74 81 % 60 19% 14 0% 0 0% 0 0% 0
501/1 Channel Cond (EA) 1100% 1 0% 0 0% 0 0% 0 0% 0
502/1 ChannProtMatCond (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
30/1 Corrug/Orthotpc Deck 2 inch gravel on 2 inch asphalt on 2 inch x 6 inch x 12 gage deck on skew.Light R1
rusting to R1 rusting at a few scattered joints. Gravel berms along edge of deck.
Most of deck was reported loose but not observed during 2010 inspection.
106/1 Unpnt Stl Opn Girder (14)-S15 x 42.9 interior girders.R1 rusting full length.
107/1 Paint Stl Opn Girder (2)-S15 x 42.0 exterior girders. R1 rusting full length.
202/1 Paint Stl Column (6)-8 inch H piles.Piles have R4 rusting(30%-60%section loss),see photos.
217/1 Other Mtl Abutment 2 V inch x 18 inch sheet pile backwall.Heavy R4 rusting on A1,see photos. R1/R2
rusting on A2,see photo.
231/1 Paint Stl Cap 8 inch H pile cap.R1 rusting full length.Bottom flange of cap deformed at piles due
to poor construction(not serious).
325/1 Slope Prot/Berms Old timber abutment at A2 with fill acts as slope protection.
326/1 Bridge W ingwalls (1)-8 inch H pile and cap with vertical galvanized sheet pile backwall.R2/R3 rusting
on southwest and northwest backwalls.
334/1 Metal Rail Coated Galvanized W beam rails.Posts have light R1 rusting.
501/1 Channel Cond Manmade channel with regulated flows.
502/1 ChannProtMatCond Concrete rubble throughout northwest bank.
504/1 BankCond Near vertical slopes with steep grassy slopes(2:1)above normal water level.
530/1 Approach Guardrail A No approach rails,transitions or terminations.
600/1 Genl Remarks Posted 23T/36T/38T.
Mon 8/30/2010 10:50:14
insp007b_inspectton_sia_english Structure ID:W EL026.0-025.0A Page 345 of 1346
Highway Number(ON) 5D: 00000 V
Colorado Department of Transportation
Mile Post(ON)11: 109.983 mi
Structure Inspection and Inventory Report (English Units)
Maintenance Activity Summary
MMS Activity Description Recommended StatusYear Completed Est Cost
302.01 Signs J3/16/2006 1 2012 150
Install type III delineators at northwest and southeast corners.
306.05 Railing _ 3/16/2006 1 I2012 - 20000
Install transitions, approach rails and rail ends to meet current AASHTO/CDOT standards.
306.07 Railing J*16/2006 I1 D0i2 7400
Replace bridge rail to meet current AASHTO/CDOT standards.
52.02 Cln &Wash 3/16/2006 '1 2012 200
Remove gravel berms from edge of both bridge rails.
8.99 Substr 3/16/2006 I1 2012 —I 35000
Encase abutments and piles in concrete, see photos.
Mon 8/30/2010 10:50:14
insp007b_inspection_sia_engash Structure ID:WEL026.0-025.0A Page 346 of 1346
Highway Number(ON)5D: 00000 V
Colorado Department of Transportation
Mile Post(ON)11: 109.983 mi
Structure Inspection and Inventory Report (English Units)
Bridge Notes
Inspection Notes
Clear-cool 12:20 46 Degrees RJP/WAD _
Scope:
❑� NBI: El Element: ❑Underwater: ❑Fracture Critical: ❑Other: Type: Regular NBI
Inspector: DIETRICKB Inspection Team:
Win naltvaltiok
Inspection Date: 02/26/2010
Inspector
Inspector
Mon 8/30/2010 10:50:14
insp007b_inspection_sia_english Structure ID:WEL026.0-025.0A Page 347 of 1346
COLORADO DEPARTMENT OF TRANSPORTATION re u
LOAD FACTOR RATING SUMMARY wELa2s.o-025.0A State Highway#
Rad Us+ng t COUNTY ROAD 26 e—
t—e— t3atch i-D.
Asphalt thickness: 76 mm ( 3 fn.) 123109
(X'Colorado legal loads Structure type
SSM
r I Interstate legal loads Parallel structure#
WA
Structural Member INTERIOR GIRDER TYPICAL DECK INTERIOR GIRDER ' EXTERIOR GIRDER
Metric tons (Tons) Metric tons (Tons) Metric tons (Tons) Metric tons (Tons)
Inventory MS 18
(HS 20) 16.3 (17.9) - 10.8 (11.8) '
Operating MS 18
(HS 20) 27.2 (29.9)- 17.9 (19.7)•
Type 3 truck 21.5 (23.6) ' 21.5 (23-7)"
Type 3S2 truck 33.5 (36.8) / 33.9 (37.3) r'
Type 3-2 truck 34.5 (38.01/ _ 33.9 (37.3)
Permit truck
Type 3 Truck / ] Type 3S2 Truck — Type 3-2 Truck
L\ Yeeryate 241.6 metric tall(2a 11 —� hrlerstafa 34S n+etnc tan,b tan f]
Ceor000 2c5 metric (27 an) ) SSc ertrc uea Colortmo.}6.6 maim tae(425 tan) Gtr l.N tors)
• x{eetr<km(423 Wea
21 (23) 33 (36) 34 (38)
Metric tons Tons Metric tons Tons Metric tons Tons
Comments BRIDGE SPRCTED BUT RFT;_ REINSPECTED BUT NOT BERATED BY
-.__. �� �fY__._.. -44tFtKKAMAILICHAf1 2nn4_
POSTING REQUIRED �ll1�rhat,�tlslrsEl2001
.---_.._ __.._...._.__ __._._. ___.._ .---__ _ BFE-REINSPECTFB RF•I RRATED 3Y-- _ _,
—___ KiR_.., MICHAEL 2006
5' HBP and 0"-2"gravel over 2"x6" (12 9a) corr. metal deck. Fy.33_0 ksi.�
16- S15x42.9 Girders spaced at 24" (+/�, Pi=33.0 ksi.Span =36'-6". Critical section is at midspan.
All ailders have a 1/2"deadload deflection at mids an except gyder 'E'whic a: " d �Cti , u4).f
fcI=RATCb v -�t -
.._—_. --._ E. I_ONC;O, INC: 201)
__ `_..--•-•--_—__ _._ _..—._.__.____.._.._..._...___.....a_ _aE.Ii.FiNSP.EC2FD..Etrr NO.T.r rrAT E.p ay
BRIDGBRIINSP'SCj�B(jj'Nar HLA Infrastructure, Inc. - 1997
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