p2 bridge preservation - concrete deck repair / overlay ... · p2 bridge preservation - concrete...

Bridge NameBridge

NumberMilepost

P2 Bridge Preservation - Concrete Deck Repair / Overlay Projects

(Sorted by Priority Number)

09-11#

2009-11 Bien Priority Array

Future Work DescriptionRegion Bridge Item$'s

EAST EASTON UC090/121 71.56 Bridge Deck Overlay - HMA $275,556YAKIMA R090/132S 78.811 Bridge Deck Overlay - MC $253,380METHOW R153/010 11.831 Bridge Deck Overlay - HMA $205,632METHOW R153/003 3.661 Bridge Deck Overlay - HMA $133,560MILITARY RD OC082/020N 11.622 Bridge Deck Overlay - MC $194,256OKANOGAN R GN RY OC097/540 310.613 Bridge Deck Overlay - MC $565,422PALOUSE R026/156 96.854 Bridge Deck Overlay - MC $236,640MEDICAL LAKE RD OC090/510N 269.875 Bridge Deck Overlay - MC $157,410MEDICAL LAKE RD OC090/510S 269.876 Bridge Deck Overlay - MC $157,410BN RR OC (NP)090/512N 270.107 Bridge Deck Overlay - MC $173,651BN RR OC (NP)090/512S 270.108 Bridge Deck Overlay - MC $173,651ALTAMONT ST OC090/566 283.039 Bridge Deck Overlay - MC $398,742HAVANA ST OC090/570 284.3510 Bridge Deck Overlay - MC $382,208CLOVER CR005/417 125.6411 Bridge Deck Overlay - RSLMC $536,394SR 18 OC090/078N 25.5512 Bridge Deck Overlay - HMA $119,905SNAKE R - RED WOLF BR128/010 0.2213 Bridge Deck Overlay - MC $1,541,696WEST SIDE CANAL090/152S 100.5514 MCO Mill hydro $80,910TANEUM CR090/150S 97.2715 MCO Mill hydro $139,412DRY CR090/156S 104.7116 MCO Mill hydro $301,903WEST SIDE CANAL090/152N 100.5517 MCO Mill hydro $74,931TANEUM CR090/150N 97.2718 MCO Mill hydro $139,412DRY CR090/156N 104.7119 MCO Mill hydro $301,903DRAINAGE OVERFLOW203/104 22.0520 MCO Deck Prep Slab $81,840COWICHE CR012/329 199.2121 MCO Hydro Orig deck $203,470BIG CR090/126S 75.3622 RSLMC or Poly deck prep $174,646N PAHA PACKARD RD OC090/316N 215.2423 Bridge Deck Overlay - MC $128,435N PAHA PACKARD RD OC090/316S 215.2424 Bridge Deck Overlay - MC $128,435CHANDLER CANAL BRIDGE082/213S 81.8625 MCO orig deck $134,548WILSON CR090/162N 109.1326 MCO Mill deck prep $197,935I-82 OC, WINE COUNTRY RD082/217 82.3427 MCO hydro patches $392,995S-W RAMP LUCILE ST OC005/534S-W 161.2828 MCO Hydro Orig deck $372,767PSPL CO CANAL410/048 21.8029 Bridge Deck Overlay - HMA $37,062CLE ELUM R090/134N 80.7930 MCO Mill & hydro $249,342SR 821 OC THRALL RD082/010S 3.2231 MCO Mill hydro bad const $429,329

of 2 6/2/2008Bridge and Structures Office WSDOT

Bridge NameBridge

NumberMilepost


(Sorted by Priority Number)

09-11#



COLUMBIA R @ NORTHPORT025/130 113.9232 MCO hydro $727,870SKYKOMISH R203/106 23.2033 Bridge Deck Overlay - RSLMC $524,883SLOUGH203/003 0.4934 0.25 HMA/Mem Spalling $28,567TUCANNON R261/120 10.2735 Bridge Deck Overlay - MC $145,355KACHESS R090/118N 69.4936 RSLMC Mill hydro 2.6% $287,494SINKING CR021/224 85.1637 HMA / mem - Protect Slab $28,277COWLITZ R & NP RY OC432/010S 9.5838 MCO & Hydro rebar $952,786CHEHALIS R RIVERSIDE006/123 50.9439 HMA Deck Prep Rhab joints $112,183GREEN R (NEELEY BRIDGE)018/017S 6.6240 Bridge Deck Overlay - RSLMC $378,103HOLDER CR HOBART RD OC018/031N 20.3441 Bridge Deck Overlay - MC $324,649NB I5 to WB W SEA FRWY005/536N-W 162.9842 Bridge Deck Overlay - RSLMC $815,174MERCER SL090/043S 9.2443 Bridge Deck Overlay - RSLMC $2,712,780I-5 OC405/001 0.0044 Bridge Deck Overlay - RSLMC $668,001HANGMAN CR090/540N 279.4945 Bridge Deck Overlay - MC $1,171,433HANGMAN CR090/540S 279.4946 Bridge Deck Overlay - MC $1,171,433I-5 OC, S-E RAMP005/344S-E 114.0947 Bridge Deck Overlay - HMA $77,267GN RY COUNTY RD OC532/006 4.9848 Bridge Deck Overlay - RSLMC $562,467PORT WASHINGTON CS1840303/012 0.7349 Bridge Deck Overlay - RSLMC $1,841,293METHOW R153/020 22.3150 Bridge Deck Overlay - HMA $90,202METHOW R153/017 18.9151 Bridge Deck Overlay - HMA $69,763METHOW R153/016 16.8552 Bridge Deck Overlay - HMA $92,232SR 516 OC005/511W 149.1753 HMA Mill Fill 0.08' $146,930INTERURBAN AVE OC005/525.5E 155.9854 HMA Mill Fill 0.08' $111,885S 260TH ST OC005/510E 147.6455 HMA Mill Fill 0.08' $97,269DUWAMISH R BN & UP RR005/526W56 HMA w new Thin overaly $340,932DUWAMISH R BN & UP RR OC005/526E57 HMA Mill and Fill $345,240108TH AVE NE OC520/016 6.2758 Bridge Deck Overlay - RSLMC $1,046,376

61Total Number of Bridges = $23,945,629Total of Bridge Item$ =

of 2 6/2/2008Bridge and Structures Office WSDOT

Bridge NameBridge

NumberMilepost


(Sorted by State Route)

09-11#



I-5 OC, S-E RAMP005/344S-E 114.0947 Bridge Deck Overlay - HMAOL $77,267CLOVER CR005/417 125.6411 Bridge Deck Overlay - RSLMOL $536,394S 260TH ST OC005/510E 147.6455 HMA Mill Fill 0.08'NW $97,269SR 516 OC005/511W 149.1753 HMA Mill Fill 0.08'NW $146,930INTERURBAN AVE OC005/525.5E 155.9854 HMA Mill Fill 0.08'NW $111,885DUWAMISH R BN & UP RR OC005/526E57 HMA Mill and FillNW $345,240DUWAMISH R BN & UP RR005/526W56 HMA w new Thin overalyNW $340,932S-W RAMP LUCILE ST OC005/534S-W 161.2828 MCO Hydro Orig deckNW $372,767NB I5 to WB W SEA FRWY005/536N-W 162.9842 Bridge Deck Overlay - RSLMNW $815,174CHEHALIS R RIVERSIDE006/123 50.9439 HMA Deck Prep Rhab jointsSW $112,183COWICHE CR012/329 199.2121 MCO Hydro Orig deckSC $203,470GREEN R (NEELEY BRIDGE)018/017S 6.6240 Bridge Deck Overlay - RSLMNW $378,103HOLDER CR HOBART RD OC018/031N 20.3441 Bridge Deck Overlay - MCNW $324,649SINKING CR021/224 85.1637 HMA / mem - Protect SlabEA $28,277COLUMBIA R @ NORTHPORT025/130 113.9232 MCO hydroEA $727,870PALOUSE R026/156 96.854 Bridge Deck Overlay - MCEA $236,640SR 821 OC THRALL RD082/010S 3.2231 MCO Mill hydro bad constSC $429,329MILITARY RD OC082/020N 11.622 Bridge Deck Overlay - MCSC $194,256CHANDLER CANAL BRIDGE082/213S 81.8625 MCO orig deckSC $134,548I-82 OC, WINE COUNTRY RD082/217 82.3427 MCO hydro patchesSC $392,995MERCER SL090/043S 9.2443 Bridge Deck Overlay - RSLMNW $2,712,780SR 18 OC090/078N 25.5512 Bridge Deck Overlay - HMANW $119,905KACHESS R090/118N 69.4936 RSLMC Mill hydro 2.6%SC $287,494EAST EASTON UC090/121 71.56 Bridge Deck Overlay - HMASC $275,556BIG CR090/126S 75.3622 RSLMC or Poly deck prepSC $174,646YAKIMA R090/132S 78.811 Bridge Deck Overlay - MCSC $253,380CLE ELUM R090/134N 80.7930 MCO Mill & hydroSC $249,342TANEUM CR090/150N 97.2718 MCO Mill hydroSC $139,412TANEUM CR090/150S 97.2715 MCO Mill hydroSC $139,412WEST SIDE CANAL090/152N 100.5517 MCO Mill hydroSC $74,931WEST SIDE CANAL090/152S 100.5514 MCO Mill hydroSC $80,910DRY CR090/156N 104.7119 MCO Mill hydroSC $301,903DRY CR090/156S 104.7116 MCO Mill hydroSC $301,903WILSON CR090/162N 109.1326 MCO Mill deck prepSC $197,935

Page 1 of 2 6/2/2008Bridge and Structures Office WSDOT

Bridge NameBridge

NumberMilepost


(Sorted by State Route)

09-11#



N PAHA PACKARD RD OC090/316N 215.2423 Bridge Deck Overlay - MCEA $128,435N PAHA PACKARD RD OC090/316S 215.2424 Bridge Deck Overlay - MCEA $128,435MEDICAL LAKE RD OC090/510N 269.875 Bridge Deck Overlay - MCEA $157,410MEDICAL LAKE RD OC090/510S 269.876 Bridge Deck Overlay - MCEA $157,410BN RR OC (NP)090/512N 270.107 Bridge Deck Overlay - MCEA $173,651BN RR OC (NP)090/512S 270.108 Bridge Deck Overlay - MCEA $173,651HANGMAN CR090/540N 279.4945 Bridge Deck Overlay - MCEA $1,171,433HANGMAN CR090/540S 279.4946 Bridge Deck Overlay - MCEA $1,171,433ALTAMONT ST OC090/566 283.039 Bridge Deck Overlay - MCEA $398,742HAVANA ST OC090/570 284.3510 Bridge Deck Overlay - MCEA $382,208OKANOGAN R GN RY OC097/540 310.613 Bridge Deck Overlay - MCNC $565,422SNAKE R - RED WOLF BR128/010 0.2213 Bridge Deck Overlay - MCSC $1,541,696METHOW R153/003 3.661 Bridge Deck Overlay - HMANC $133,560METHOW R153/010 11.831 Bridge Deck Overlay - HMANC $205,632METHOW R153/016 16.8552 Bridge Deck Overlay - HMANC $92,232METHOW R153/017 18.9151 Bridge Deck Overlay - HMANC $69,763METHOW R153/020 22.3150 Bridge Deck Overlay - HMANC $90,202SLOUGH203/003 0.4934 0.25 HMA/Mem SpallingNW $28,567DRAINAGE OVERFLOW203/104 22.0520 MCO Deck Prep SlabNW $81,840SKYKOMISH R203/106 23.2033 Bridge Deck Overlay - RSLMNW $524,883TUCANNON R261/120 10.2735 Bridge Deck Overlay - MCSC $145,355PORT WASHINGTON CS1840303/012 0.7349 Bridge Deck Overlay - RSLMOL $1,841,293I-5 OC405/001 0.0044 Bridge Deck Overlay - RSLMNW $668,001PSPL CO CANAL410/048 21.8029 Bridge Deck Overlay - HMAOL $37,062COWLITZ R & NP RY OC432/010S 9.5838 MCO & Hydro rebarSW $952,786108TH AVE NE OC520/016 6.2758 Bridge Deck Overlay - RSLMNW $1,046,376GN RY COUNTY RD OC532/006 4.9848 Bridge Deck Overlay - RSLMNW $562,467

61Total Number of Bridges = $23,945,629Total of Bridge Item$ =

Page 2 of 2 6/2/2008Bridge and Structures Office WSDOT

BRIDGE NUMBER: BRIDGE NAME: MILEPOST:

I-5 OC, S-E RAMP 114.09

YEAR BUILT / YR WIDENED:

1968

CONTRACT NO.(S):

08100 , 14212, 15509

SUFFICIENCY RATING:

91.23

BRIDGE TYPE:

BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:

36923.0

CBox

BRIDGE RAIL TYPE: WSDOT CODE - 73.2

Conc Base - Type R

EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:

3/8in Polymer-MMA1993Year Applied -

RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:

YES

AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:

7,521 1

0.7 0.7Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS9

REVIEWED BY: DATE:

12/13/2007

DELAMINATION RESULTS:

CHLORIDE RESULTS:

REBAR RESULTS:

/1 9920.6sq ft54

/05 8642 % are > 2 lbs./CY

/% are < or = 1 inch 8468

5 344S-E/

Undercrossing

% of deck

Bruce Thill

Use Std. Plan A7, Transverse Joint Detail 1 at the ends of the bridge deck.

Overlay Thickness - 0.3 inches

DECK PROTECTIVE SYSTEM RECOMMENDATIONS

COMMENTS:

We recommend adding a 0.25' of ACP over the existing 3/8" Polymer overlay.

Depth of HMA is not to exceed 0.25'.

ft. ft.

Bridge Deck Condition Report

Conc cast-in-place

7.0

DECK TYPE:

DECK THICKNESS:(Main Span)

in.

Olympic

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE

PROTECTIVE OVERLAY RECOMMENDED?:

TYPE RECOMMENDED:

YESHMA 0.25'

09-11 P2 Priority #: 47


CLOVER CR 125.64


1957

CONTRACT NO.(S):

05523 , 09574 , 12808

SUFFICIENCY RATING:

85.00

BRIDGE TYPE:


69194.0

CS

BRIDGE RAIL TYPE: WSDOT CODE - 60

New Jersey Barrier


LMC Overlay1985Year Applied -


YES


128,004 10

0.0 0.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS9

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/6 9970.8sq ft107

/5 8515 % are > 2 lbs./CY

/% are < or = 1 inch 8556

5 417/

% of deck

Bruce Thill



COMMENTS:

The existing LMC is debonding and breaking up near the ends of the bridge. The Olympic Region Maintenance Office reports that the concrete overlay has debonded in the vicinity of their deck repair areas.

We recommend removing and replacing the existing LMC Overlay with a new 1.0" Polyester or 1.5" Rapid Set Concrete overlay.

ft. ft.


Conc cast-in-place

13.0

DECK TYPE:


in.

Olympic

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YESRapid Set LMC Overlay

09-11 P2 Priority #: 11


S 260TH ST OC 147.64


1960

CONTRACT NO.(S):

06186, 10342, 12404, 13850

SUFFICIENCY RATING:

60.81 FO

BRIDGE TYPE:


16263.0

CVS


New Jersey Barrier


ACP w/membrane1976Year Applied -


YES


80,000 4

0.0 0.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

NA

/6 8718 % are > 2 lbs./CY

NA

5 510E/

Bruce Thill



COMMENTS:

This bridge is on Interstate 5 and has concrete roadway approaches. The existing Asphalt with membrane overlay is in need of replacement.

We recommend to remove and replace 0.08' of HMA, using 3/8" aggregate mix.

ft. ft.


Conc cast-in-place

26.0

DECK TYPE:


in.

Northwest

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YESHMA Mill Fill 0.08'

09-11 P2 Priority #: 55


SR 516 OC 149.17


1962

CONTRACT NO.(S):

06820 , 15968

SUFFICIENCY RATING:

84.32

BRIDGE TYPE:


25971.2

PCG


Conc Base - Type 1B w/Thrie Beam


ACP Overlay2002Year Applied -


YES


85,000 5

0.0 0.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS403

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/6 9870.0sq ft3

/6 8718 % are > 2 lbs./CY

/% are < or = 1 inch 87616

5 511W/

SR 516 OC

% of deck

Bruce Thill

Modifications may be required to accommodate a new overlay.


COMMENTS:

A 1.5" Modified Concrete overlay was specified as part of the widening project in 2002. The Modified Concrete overlay was deleted by change order and an ACP overlay was applied instead.

We recommend to remove and replace 0.08' of HMA, using 3/8" aggregate mix.

ft. ft.


Conc cast-in-place

7.0

DECK TYPE:


in.

Northwest

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 53


INTERURBAN AVE OC 155.98


1966

CONTRACT NO.(S):

07618,12291,13182,14543

SUFFICIENCY RATING:

85.59 FO

BRIDGE TYPE:


16076.0

PCG


New Jersey Barrier


ACP overlay1982Year Applied -


YES


94,500 5

0.0 0.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS404 407

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

NA

/1 850 % are > 2 lbs./CY

NA

5 525.5E/

Bruce Thill

Coordinate with your Region's Maintenance Office to determine if any repairs are required.



COMMENTS:

If ride improvement is needed We recommend to remove and replace 0.08' of HMA, using 3/8" aggregate mix.

ft. ft.


Conc cast-in-place

7.0

DECK TYPE:


in.

Northwest

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 54


DUWAMISH R BN & UP RR OC 156.34


1964 1997

CONTRACT NO.(S):

07171,10342,13182,14543

SUFFICIENCY RATING:

83.86 FO

BRIDGE TYPE:


81269.0

SG CBox


New Jersey Barrier



/


YES


100,500 5

0.0 0.0Lt Rt

VC Type:

18 08FT in

BRIDGE DECK SURVEY

EXPANSION JOINTS412

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

NA

/3 8512 % are > 2 lbs./CY

NA

5 526E/

Bruce Thill

Minimum VC =




COMMENTS:

If ride improvement is needed We recommend to remove and replace 0.08' of HMA, using 3/8" aggregate mix.

ft. ft.


Conc cast-in-place

9.0

DECK TYPE:


in.

Northwest

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

NoNone

09-11 P2 Priority #: 57


DUWAMISH R BN & UP RR 156.35


1964 1996

CONTRACT NO.(S):

07171,10342,13182,14543

SUFFICIENCY RATING:

71.22 FO

BRIDGE TYPE:


81268.0

SG CBox


New Jersey Barrier



/


YES


100,500 5

0.0 0.0Lt Rt

VC Type:

17 03FT in

BRIDGE DECK SURVEY

EXPANSION JOINTS412

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

NA

/3 852 % are > 2 lbs./CY

NA

5 526W/

Bruce Thill

Minimum VC =




COMMENTS:

If asphalt pavement is needs replacement, we recommend Removing 1.5" HMA; placing waterproofing membrane; and placing 1.5" of HMA.

ft. ft.


Conc cast-in-place

9.0

DECK TYPE:


in.

Northwest

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YESRR HMA & Thin overaly

09-11 P2 Priority #: 56


S-W RAMP LUCILE ST OC 161.28


1967

CONTRACT NO.(S):

07930 , 13737

SUFFICIENCY RATING:

72.60 SD

BRIDGE TYPE:


55031.0

CBox


Conc Base - Type R


original concrete


YES


11,404 2

1.5 1.5Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS408

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/7 9882.4sq ft412

/7 8848 % are > 2 lbs./CY

/% are < or = 1 inch 85813

5 534S-W/

% of deck

Bruce Thill

Coordinate with your Region's Maintenance Office to determine if any repairs are required. No modifications required at this time.


COMMENTS:

Deck protection is required. A 3/8 inch polymer overlay was applied in 1990 (Sika-epoxy) and removed in 2004.

We recommend placing 1.5" modified concrete overlay using hydromilling. Expansion Joint modification is required.

ft. ft.


Conc cast-in-place

6.5

DECK TYPE:


in.

Northwest

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YESMC Overlay / Hydro

09-11 P2 Priority #: 28


NB I5 to WB W SEA FRWY 162.98


1967

CONTRACT NO.(S):

07741

SUFFICIENCY RATING:

78.89

BRIDGE TYPE:


1,72221.0

CBox


Conc Base - Type R


original concrete


YES


16,485 1

1.5 1.5Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY


REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/7 057.4sq ft2,017

/7 853 % are > 2 lbs./CY

/% are < or = 1 inch 8576

5 536N-W/

Ramp OC

% of deck

Bruce Thill

The steel sliding expansion joints need to be replaced.


COMMENTS:

This structure has extremely large laminar spalling that is unique and the cause has yet to be determined.

We recommend to remove the delams by Hydromilling and place a 1.5" modified concrete overlay. Rapid Set Latex Modified Concrete overlay may be option for rapid construction and will cost more. Expansion Joints modification is required.

ft. ft.


Conc cast-in-place

6.5

DECK TYPE:


in.

Northwest

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YESRSLMC or MCO

09-11 P2 Priority #: 42


CHEHALIS R RIVERSIDE 50.94


1939

CONTRACT NO.(S):

02538

SUFFICIENCY RATING:

43.76 SD

BRIDGE TYPE:


1,04524.0

STrus TTC


Steel Post - Bull Rail


Original Concrete


NO


7,848 2

0.6 3.5Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY


REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/8 9850.0sq ft1

/8 8526 % are > 2 lbs./CY

/% are < or = 1 inch 85824

6 123/

Steel Truss

% of deck

Bruce Thill

Coordinate with your Region Bridge Maintenance to determine if any repairs are needed.


COMMENTS:

The west approach spans have an asphalt overlay. The rest of the bridge does not have an overlay.

If ride improvement is needed we recommend adding an 1.5" of asphalt w/ membrane overlay on the east approach spans and the steel truss span. Expansion joints will require rehabilitation.

ft. ft.


Conc cast-in-place

6.5

DECK TYPE:


in.

Southwest

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YESHMA / membrane

09-11 P2 Priority #: 39


COWICHE CR 199.21


1932

CONTRACT NO.(S):

01603 , 08846 , 16318

SUFFICIENCY RATING:

81.71

BRIDGE TYPE:


5384.0

CTB


Conc Base - Type 1B w/Thrie Beam




YES


18,000 4

0.1 0.1Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS9

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

NA

/7 8520 % are > 2 lbs./CY

NA

12 329/

Bruce Thill



COMMENTS:

The original structure requires rehabilitation. We recommend a hydromill the original deck and place a modified concrete overlay.

Region may consider an additional final HMA overlay to match the widen portion. The total ACP thickness should not exceed 3 inches.

ft. ft.


Conc cast-in-place

8.0

DECK TYPE:


in.

South Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 21


GREEN R (NEELEY BRIDGE) 6.62


1959

CONTRACT NO.(S):

06066 , 14354

SUFFICIENCY RATING:

37.45 SD

BRIDGE TYPE:


37129.5

STrus CBox


New Jersey Barrier


Original Concrete


YES


22,000 2

0.0 0.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS403 404 405 412

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/3 9840.5sq ft57

/10 8464 % are > 2 lbs./CY

/% are < or = 1 inch 8439

18 17S/

Steel Truss

% of deck

Bruce Thill

Coordinate with the Maintenance office to determine if any repairs are required.


COMMENTS:

Deck protection is required.

A 3/8" polymer overlay was applied in 1995. This overlay was removed in 2003.

We recommend placing 1" Polyester overlay.

ft. ft.


Conc cast-in-place

6.5

DECK TYPE:


in.

Northwest

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YES3/4" Polyester

09-11 P2 Priority #: 40


HOLDER CR HOBART RD OC 20.34


1961

CONTRACT NO.(S):

06541 , 13549

SUFFICIENCY RATING:

77.96

BRIDGE TYPE:


30440.3

CBox


Single Slope Barrier


Polyester Overlay1989Year Applied -


YES


9,500 2

0.0 0.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY


REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/5 98716.7sq ft2,047

/5 87100 % are > 2 lbs./CY

/% are < or = 1 inch 8754

18 31N/

% of deck

Bruce Thill

Modifications may be required to accommodate the new overlay.



COMMENTS:

The existing 3/4" Polyester is developing pot holes above the existing patch locations.

We recommend removing the existing overlay with a rotomill, hydromill for deck preparation, and replacing it with a modified concrete overlay.

ft. ft.


Conc cast-in-place

6.5

DECK TYPE:


in.

Northwest

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YESMod Concrete

09-11 P2 Priority #: 41


SINKING CR 85.16


1950

CONTRACT NO.(S):

03714

SUFFICIENCY RATING:

82.91

BRIDGE TYPE:


8226.0

CS


Balluster Rail


original concrete


NO


570 2

1.1 1.1Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS9

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/6 9850.0sq ft0

/6 8520 % are > 2 lbs./CY

/% are < or = 1 inch 85610

21 224/

% of deck

Bruce Thill


COMMENTS:

Bridge Inspections indicate significant deck deterioration.

We recommend 0.25' of HMA w/waterproofing membrane be added to this bridge.

ft. ft.


Conc cast-in-place

12.0

DECK TYPE:


in.

Eastern

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YESHMA with membrane

09-11 P2 Priority #: 37


COLUMBIA R @ NORTHPORT 113.92


1948

CONTRACT NO.(S):

03297

SUFFICIENCY RATING:

43.12 SD

BRIDGE TYPE:


1,54024.0

STrus CTB CG CS


Steel Post w/Thrie Beam


original concrete


YES


580 2

3.0 3.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS402 408 410

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/9 054.2sq ft1,553

/7 8514 % are > 2 lbs./CY

/% are < or = 1 inch 8571

25 130/

Steel Truss

% of deck

Bruce Thill

Coordinate with you Maintenance Office to determine if any repairs are necessary.


COMMENTS:


A new 1.5" modified concrete overlay is required to rehabilitate the deck. A Hydromilling machine should be used to scarify the bridge deck. This bridge is on the P2 Program Deck priority array.

ft. ft.


Conc cast-in-place

6.5

DECK TYPE:


in.

Eastern

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 32


PALOUSE R 96.85


1971

CONTRACT NO.(S):

09007

SUFFICIENCY RATING:

85.49

BRIDGE TYPE:


25038.0

PCG


Conc Base - Type R


original concrete


YES


950 2

0.7 0.7Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS7

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/11 021.2sq ft114

/8 850 % are > 2 lbs./CY

/% are < or = 1 inch 8587

26 156/

% of deck

Bruce Thill



COMMENTS:



ft. ft.


Conc cast-in-place

6.5

DECK TYPE:


in.

Eastern

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 04


SR 821 OC THRALL RD 3.22


1970

CONTRACT NO.(S):

08672 , 12857 , 16531

SUFFICIENCY RATING:

91.34 SD

BRIDGE TYPE:


35753.2

PCG


Conc Base - Type R


Original Concrete


YES


6,500 3

0.7 0.7Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS402

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/11 9921.0sq ft198

/4 8339 % are > 2 lbs./CY

NA

82 10S/

SR 821 OC

% of deck

Bruce Thill

Compression seals at the ends of the bridge may need to be replaced.


COMMENTS:

A 3 inch reinforced concrete overlay was added to the existing 6.5 inch concrete deck during the original construction in 1970 due to problems with the original deck. The polymer overlay was added in 1985 as an experiment and removed by contract in 2003.

We recommend placing a 1.5" modified concrete overlay by rotomilling 1" and hydromilling 0.5".

ft. ft.


Conc cast-in-place

9.5

DECK TYPE:


in.

South Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YESMC Overlay / Mill Hydro

09-11 P2 Priority #: 31


MILITARY RD OC 11.62


1971

CONTRACT NO.(S):

08688 , 13438 , 15407

SUFFICIENCY RATING:

92.05 SD

BRIDGE TYPE:


14238.0

PCG


Conc Base - Type R




YES


6,500 2

0.7 0.7Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS402

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/6 99812.1sq ft653

NA

NA

82 20N/

% of deck

Bruce Thill

Compression seals may need to be replaced.



COMMENTS:

Bridge Inspection Reports indicate the deck is deteriorating with many areas that have moderate to severe cracking. Previous repair projects in 1979 and 1988 repaired over 10% of the deck. Several of the repairs extend full depth. 03/2005

We recommend rotomilling 1" of the existing LMC, hydromilling 0.5", and placing a new 1.5" modified conc overlay.

ft. ft.


Conc cast-in-place

7.0

DECK TYPE:


in.

South Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 02


CHANDLER CANAL BRIDGE 81.86


1977

CONTRACT NO.(S):

10534

SUFFICIENCY RATING:

99.39

BRIDGE TYPE:


11338.0

PCG


New Jersey Barrier


original concrete


YES


6,500 2

0.0 0.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS403

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/11 9850.0sq ft0

/11 850 % are > 2 lbs./CY

/% are < or = 1 inch 85114

82 213S/

% of deck

Bruce Thill


COMMENTS:

Bridge Inspection reports indicate the deck is more than 5% deteriorated.

We recommend 0.5" scarification by hydromilling and placing 1.5" modified concrete overlay.

ft. ft.


Conc cast-in-place

0.0

DECK TYPE:


in.

South Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 25


I-82 OC, WINE COUNTRY RD 82.34


1978

CONTRACT NO.(S):

10534

SUFFICIENCY RATING:

97.00 SD

BRIDGE TYPE:


36847.1

PCG


New Jersey Barrier


original concrete


YES


2,500 2

0.0 0.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS404

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/4 9860.2sq ft42

/4 869 % are > 2 lbs./CY

/% are < or = 1 inch 8641

82 217/

Undercrossing

% of deck

Bruce Thill


COMMENTS:



ft. ft.


Conc cast-in-place

7.5

DECK TYPE:


in.

South Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 27


MERCER SL 9.24


1970

CONTRACT NO.(S):

08610 , 13846

SUFFICIENCY RATING:

67.95 FO

BRIDGE TYPE:


2,66973.5

CBox CS


Conc Base - Type R


original concrete


YES


65,500 5

0.8 0.8Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY


REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/6 9870.1sq ft158

/6 875 % are > 2 lbs./CY

/% are < or = 1 inch 8762

90 43S/

% of deck

Bruce Thill



COMMENTS:

Deck protection is required due to the amount of exposed reinforcing steel in the bridge deck.

We recommend adding a new 3/4" Polyester concrete overlay.

ft. ft.


Conc cast-in-place

7.2

DECK TYPE:


in.

Northwest

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 43


SR 18 OC 25.55


1963

CONTRACT NO.(S):

06966 , 13941

SUFFICIENCY RATING:

90.23 SD

BRIDGE TYPE:


15870.0

PCG


New Jersey Barrier


MMC Overlay1991Year Applied -


YES


15,675 4

0.0 0.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS404

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

NA

/6 8669 % are > 2 lbs./CY

NA

90 78N/

SR 18 OC

Bruce Thill




COMMENTS:

We recommend removing the 2"-6" concrete overlay and placing HMA with membrane. The deck is in good condition.

ACP overlay was removed and replaced with 2"-6" MMC in 1991 widening project. The MMC overlay is too thick. Overlay has fractured into large pieces and has significant rutting at the joint headers.

The Load Rating includes up to 6" of additional overlay Dead Load.

ft. ft.


Conc cast-in-place

5.8

DECK TYPE:


in.

Northwest

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YESHMA mill only

09-11 P2 Priority #: 12


KACHESS R 69.49


1958

CONTRACT NO.(S):

05702 , 12857

SUFFICIENCY RATING:

92.71

BRIDGE TYPE:


15038.0

CVS


New Jersey Barrier




YES


10,012 2

0.0 0.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS402

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/5 9921.1sq ft62

/5 8330 % are > 2 lbs./CY

NA

90 118N/

% of deck

Bruce Thill



COMMENTS:

Bridge Inspection reports indicate the deck overlay is deteriorated.

We recommend removing the LMC overlay by 1" rotomill, 0.5" scarification by hydromilling and placing 1.5" modified concrete overlay. Rapid Set LMC may be considered to minimize traffic closure.

ft. ft.


Conc cast-in-place

23.0

DECK TYPE:


in.

South Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 36


BIG CR 75.36


1973

CONTRACT NO.(S):

09428

SUFFICIENCY RATING:

93.93 SD

BRIDGE TYPE:


5538.0

CS


New Jersey - Type R


original concrete


YES


10,720 2

0.0 0.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS9

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/8 9940.4sq ft8

/5 8620 % are > 2 lbs./CY

/% are < or = 1 inch 8650

90 126S/

% of deck

Bruce Thill


COMMENTS:

Bridge Inspection reports indicate the deck is over 5% deteriorated.


ft. ft.


Conc cast-in-placeDECK TYPE:


in.

South Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 22


YAKIMA R 78.81


1917

CONTRACT NO.(S):

00267 , 09803

SUFFICIENCY RATING:

93.86 SD

BRIDGE TYPE:


20641.0

CEFA


New Jersey Barrier


original concrete


YES


11,470 2

0.0 0.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS402

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/12 045.9sq ft498

/4 8964 % are > 2 lbs./CY

/% are < or = 1 inch 8560

90 132S/

% of deck

Bruce Thill


COMMENTS:

There are numerous potholes and exposed rebar throughout the driving lane.

We recommend 0.5" hydromill scarification, repair delams, then overlay with a 1.5" modified conc overlay.

The rutts in the right lane were filled with Ure-Fast previous to June 05.

ft. ft.


Conc cast-in-place

10.0

DECK TYPE:


in.

South Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 01


CLE ELUM R 80.79


1949

CONTRACT NO.(S):

03527 , 12459

SUFFICIENCY RATING:

73.68 SD

BRIDGE TYPE:


29731.0

STrus CTB


New Jersey Barrier


Low Slump Mod Conc1983Year Applied -


YES


10,743 2

0.0 0.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY


REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/7 9945.5sq ft510

/10 81100 % are > 2 lbs./CY

NA

90 134N/

Steel Truss

% of deck

Bruce Thill




COMMENTS:

Bridge Inspection reports indicate the deck overlay is more than 10% deteriorated.

We recommend 1.0" rotomill, 0.5" scarification by hydromilling and placing 1.5" modified concrete overlay.

ft. ft.


Conc cast-in-place

6.5

DECK TYPE:


in.

South Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YESMC Overlay / Mill Hydro

09-11 P2 Priority #: 30


TANEUM CR 97.27


1965

CONTRACT NO.(S):

07724 , 14902

SUFFICIENCY RATING:

97.21

BRIDGE TYPE:


10836.5

PCG


Conc Base - Type R




YES


8,378 2

0.8 0.8Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY


REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/8 99418.9sq ft744

/10 8190 % are > 2 lbs./CY

NA

90 150N/

% of deck

Bruce Thill



COMMENTS:



ft. ft.


Conc cast-in-place

5.8

DECK TYPE:


in.

South Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 18


TANEUM CR 97.27


1965

CONTRACT NO.(S):

07724 , 14902

SUFFICIENCY RATING:

91.15 SD

BRIDGE TYPE:


10836.5

PCG


Conc Base - Type R




YES


8,378 2

0.8 0.8Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS9

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/7 99417.7sq ft697

/10 8190 % are > 2 lbs./CY

NA

90 150S/

% of deck

Bruce Thill



COMMENTS:



ft. ft.


Conc cast-in-place

5.8

DECK TYPE:


in.

South Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 15


WEST SIDE CANAL 100.55


1966

CONTRACT NO.(S):

07904 , 12459

SUFFICIENCY RATING:

92.15

BRIDGE TYPE:


3136.5

CS


Conc Base - Type R




YES


8,378 2

0.7 0.7Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS402

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/7 9944.2sq ft48

/10 81100 % are > 2 lbs./CY

NA

90 152N/

% of deck

Bruce Thill



COMMENTS:



ft. ft.


Conc cast-in-place

12.0

DECK TYPE:


in.

South Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 17


WEST SIDE CANAL 100.55


1966

CONTRACT NO.(S):

07904 , 12459

SUFFICIENCY RATING:

87.10 SD

BRIDGE TYPE:


3836.5

CS


Conc Base - Type R




YES


8,378 2

0.5 0.5Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS402

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/7 99414.5sq ft201

/10 8150 % are > 2 lbs./CY

NA

90 152S/

% of deck

Bruce Thill



COMMENTS:



ft. ft.


Conc cast-in-place

12.0

DECK TYPE:


in.

South Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 14


DRY CR 104.71


1967

CONTRACT NO.(S):

08036 , 13131 , 15126

SUFFICIENCY RATING:

80.92

BRIDGE TYPE:


39030.0

CBox


Conc Base - Type R




YES


9,228 2

1.4 1.4Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS405

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/6 99814.9sq ft1,743

/5 8588 % are > 2 lbs./CY

NA

90 156N/

% of deck

Bruce Thill



COMMENTS:



ft. ft.


Conc cast-in-place

6.5

DECK TYPE:


in.

South Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 19


DRY CR 104.71


1967

CONTRACT NO.(S):

08036 , 13131 , 15126

SUFFICIENCY RATING:

75.83 SD

BRIDGE TYPE:


39030.0

CBox


Conc Base - Type R




YES


9,228 2

1.5 1.5Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS405

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/6 99821.4sq ft2,504

/5 8556 % are > 2 lbs./CY

NA

90 156S/

% of deck

Bruce Thill




COMMENTS:



ft. ft.


Conc cast-in-place

6.5

DECK TYPE:


in.

South Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 16


WILSON CR 109.13


1967

CONTRACT NO.(S):

08200 , 12068 , 14249

SUFFICIENCY RATING:

92.01

BRIDGE TYPE:


11850.0

CS


Conc Base - Type R




YES


9,711 3

0.0 0.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS9

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/7 9945.1sq ft301

/8 8050 % are > 2 lbs./CY

NA

90 162N/

% of deck

Bruce Thill



COMMENTS:


Cracks in the concrete overlay were filled with a MMA crack sealer in 1993 under contract 14249.


ft. ft.


Conc cast-in-place

19.0

DECK TYPE:


in.

South Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YESMC Overlay / Plane

09-11 P2 Priority #: 26


N PAHA PACKARD RD OC 215.24


1972

CONTRACT NO.(S):

09206

SUFFICIENCY RATING:

97.60

BRIDGE TYPE:


10538.0

PCG


Conc Base - Type R


original concrete


YES


4,214 2

0.7 0.7Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS9

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/10 014.1sq ft163

/7 860 % are > 2 lbs./CY

/% are < or = 1 inch 8670

90 316N/

% of deck

Bruce Thill


COMMENTS:

A chain drag survey was completed in 10/2001 and found 4.1% of the deck has delaminations. Bridge Inspections indicate significant deck deterioration.


ft. ft.


Conc cast-in-place

7.0

DECK TYPE:


in.

Eastern

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 23


N PAHA PACKARD RD OC 215.24


1972

CONTRACT NO.(S):

09206

SUFFICIENCY RATING:

97.60

BRIDGE TYPE:


10538.0

PCG


Conc Base - Type R


original concrete


YES


4,214 2

0.7 0.7Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS9

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/10 012.1sq ft83

/7 860 % are > 2 lbs./CY

/% are < or = 1 inch 86711

90 316S/

% of deck

Bruce Thill



COMMENTS:

A chain drag survey was completed in 10/2001 and found 2.1% of the deck has delaminations. Bridge Inspections indicate significant deck deterioration.

A new 1.5" modified concrete overlay is required to rehabilitate the deck. Remove and replace 1.5" LMC overlay by milling 1" and hydromill 0.5". This bridge is on the P2 Deck Program priority array.

ft. ft.


Conc cast-in-place

7.0

DECK TYPE:


in.

Eastern

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 24


MEDICAL LAKE RD OC 269.87


1966

CONTRACT NO.(S):

07903 , 12136

SUFFICIENCY RATING:

90.38

BRIDGE TYPE:


13036.5

PCG


Conc Base - Type R




YES


6,082 2

0.7 0.7Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS9

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/9 99210.3sq ft490

/1 8030 % are > 2 lbs./CY

NA

90 510N/

% of deck

Bruce Thill



COMMENTS:

Bridge Inspections indicate significant deck deterioration. There are areas in the overlay that have debonded and are now patched.

A new 1.5" modified concrete overlay is required to rehabilitate the deck. Remove and replace 1.5" LMC overlay by milling 1" and hydromilling 0.5". This bridge is on the P2 Deck Program priority array.

ft. ft.


Conc cast-in-place

7.0

DECK TYPE:


in.

Eastern

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YESMC Overlay / Mill & Hydro

09-11 P2 Priority #: 05


MEDICAL LAKE RD OC 269.87


1966

CONTRACT NO.(S):

07903 , 12136

SUFFICIENCY RATING:

91.38

BRIDGE TYPE:


13036.5

PCG


Conc Base - Type R




YES


6,082 2

0.7 0.7Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS9

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/9 9924.8sq ft228

/1 8050 % are > 2 lbs./CY

NA

90 510S/

% of deck

Bruce Thill



COMMENTS:


A new 1.5" modified concrete overlay is required to rehabilitate the deck. Remove and replace 1.5" overlay by milling 1" and hydromilling 0.5". This bridge is on the P2 Deck Program priority array.

ft. ft.


Conc cast-in-place

7.0

DECK TYPE:


in.

Eastern

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 06


BN RR OC (NP) 270.10


1966

CONTRACT NO.(S):

07903 , 12136

SUFFICIENCY RATING:

97.42

BRIDGE TYPE:


15036.5

PCG


Conc Base - Type R




YES


6,082 2

0.7 0.7Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS9

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/9 9921.7sq ft93

/1 8050 % are > 2 lbs./CY

NA

90 512N/

% of deck

Bruce Thill



COMMENTS:


We recommend removing and replacing the 1.5" LMC overlay by milling 1" and hydromilling 0.5" of overlay. This bridge is on the P2 Deck Program priority array.

ft. ft.


Conc cast-in-place

7.0

DECK TYPE:


in.

Eastern

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 07


BN RR OC (NP) 270.10


1966

CONTRACT NO.(S):

07903 , 12136

SUFFICIENCY RATING:

97.42

BRIDGE TYPE:


15036.5

PCG


Conc Base - Type R




YES


6,082 2

0.7 0.7Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS9

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/9 9927.1sq ft389

/1 8020 % are > 2 lbs./CY

NA

90 512S/

% of deck

Bruce Thill



COMMENTS:



ft. ft.


Conc cast-in-place

7.0

DECK TYPE:


in.

Eastern

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 08


HANGMAN CR 279.49


1963

CONTRACT NO.(S):

06579 , 12842

SUFFICIENCY RATING:

67.56

BRIDGE TYPE:


1,22244.0

CBox


Conc Base - Type 1B




NO


24,635 3

1.5 1.5Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS412

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/10 9910.8sq ft430

/9 8554 % are > 2 lbs./CY

NA

90 540N/

% of deck

Bruce Thill




COMMENTS:

The LMC Overlay is rutted to a depth of 1/2 inch or greater in the center lane.


The cost of removing and replacing the existing LMC will be affected by the type of new overlay to be used (modified Conc or Polyester).

ft. ft.


Conc cast-in-place

8.0

DECK TYPE:


in.

Eastern

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 45


HANGMAN CR 279.49


1963

CONTRACT NO.(S):

06579 , 12842

SUFFICIENCY RATING:

60.08 FO

BRIDGE TYPE:


1,22244.0

CBox


Conc Base - Type 1B




NO


24,635 4

1.5 1.5Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS412

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/10 9910.1sq ft48

/11 8260 % are > 2 lbs./CY

NA

90 540S/

% of deck

Bruce Thill




COMMENTS:

The LMC Overlay is rutted to a depth of 1/2 inch or greater in the center lane.


The cost of removing and replacing the existing LMC will be affected by the type of new overlay to be used (modified Conc or Polyester).

ft. ft.


Conc cast-in-place

8.0

DECK TYPE:


in.

Eastern

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 46


ALTAMONT ST OC 283.03


1957

CONTRACT NO.(S):

05453 , 12748

SUFFICIENCY RATING:

87.75 SD

BRIDGE TYPE:


66104.0

CS


New Jersey Barrier




YES


72,824 6

0.0 0.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS9

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/9 9922.5sq ft172

/12 7941 % are > 2 lbs./CY

NA

90 566/

% of deck

Bruce Thill

If the Region chooses to provide temporary Asphalt Overlay, Standard Plan, Detail 1 should be used at the Back of Pavement Seats.



COMMENTS:

There are areas in the LMC overlay that are debonded and are now patched. We recommend removing and replacing the LMC overlay with a 1" Polyester or Rapid Set concrete overlay. This bridge is on the P2 Program Priority Array for a Concrete Overlay.

Region may provide a temporary 1.5" Asphalt Overlay and Standard Plan A7 details (see Expansion Joints).

ft. ft.


Conc cast-in-place

18.0

DECK TYPE:


in.

Eastern

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 09


HAVANA ST OC 284.35


1957

CONTRACT NO.(S):

05453 , 12748

SUFFICIENCY RATING:

86.55 SD

BRIDGE TYPE:


6698.0

CS


New Jersey Barrier




YES


84,878 6

0.0 0.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS9

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/8 9923.4sq ft220

/12 7941 % are > 2 lbs./CY

NA

90 570/

% of deck

Bruce Thill

If the Region chooses to provide temporary Asphalt Overlay, Standard Plan, Detail 1 should be used at the Back of Pavement Seats.



COMMENTS:

There are areas in the LMC overlay that are debonded and are now patched. We recommend removing and replacing the LMC overlay with a 1" Polyester or Rapid Set concrete overlay. This bridge is on the P2 Program Priority Array for a Concrete Overlay.

Region may provide a temporary 1.5" Asphalt Overlay and Standard Plan A7 details (see Expansion Joints).

ft. ft.


Conc cast-in-place

18.0

DECK TYPE:


in.

Eastern

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 10


OKANOGAN R GN RY OC 310.61


1957

CONTRACT NO.(S):

05371 , 14811

SUFFICIENCY RATING:

61.84 FO

BRIDGE TYPE:


65926.0

CBox CS


Balluster Rail w/Thrie Beam


original concrete


YES


3,240 2

1.0 1.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS408

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/03 044.2sq ft722

/7 854 % are > 2 lbs./CY

/% are < or = 1 inch 85712

97 540/

% of deck

Bruce Thill

Modification will be needed to accommodate a new modified concrete overlay.


COMMENTS:

Bridge Inspection reports indicate the deck is more than 5% deteriorated. The deck is cracked and spalling with has areas of exposed rebar. This bridge is in the P2 Deck Program.

We recommend 0.5" hydromill scarification and with a 1.5" modified concrete overlay.

ft. ft.


Conc cast-in-place

6.5

DECK TYPE:


in.

North Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 03


SNAKE R - RED WOLF BR 0.22


1979

CONTRACT NO.(S):

10850

SUFFICIENCY RATING:

89.87 SD

BRIDGE TYPE:


1,45032.0

WSBox


New Jersey Barrier w/Type BP


original concrete


YES


3,825 2

0.0 4.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS416

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/6 055.1sq ft2,373

NA

NA

128 10/

% of deck

Bruce Thill

No Modifications Required at this time.


COMMENTS:


We recommend placing 1.5" modified concrete overlay with 0.5" hydromill scarification.

ft. ft.


Conc cast-in-place

7.7

DECK TYPE:


in.

South Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 13


METHOW R 3.66


1933

CONTRACT NO.(S):

01658 , 10053

SUFFICIENCY RATING:

45.76 FO

BRIDGE TYPE:


29125.5

CTB






YES


2,135 2

0.5 0.5Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS403

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

NA

/8 850 % are > 2 lbs./CY

NA

153 3/

Bruce Thill




COMMENTS:

The concrete bridge deck is showing signs of distress.

We recommend: removing 1.5" ACP; repairing the concrete deck; adding a new 0.25' ACP w/membrane overlay.

The bridge rails are also in need of replacement.

A BST may be added over the existing ACP.

ft. ft.


Conc cast-in-place

7.0

DECK TYPE:


in.

North Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YESACP w/memb

09-11 P2 Priority #: 01


METHOW R 11.83


1939

CONTRACT NO.(S):

02450 , 10053 , 14375 , 15221

SUFFICIENCY RATING:

44.86

BRIDGE TYPE:


47624.0

CTB






YES


1,655 2

0.0 3.5Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS407

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

NA

/8 850 % are > 2 lbs./CY

NA

153 10/

Bruce Thill




COMMENTS:


We recommend: removing 1.5" ACP; repairing the concrete deck; adding a new 0.25' ACP w/membrane overlay.


ft. ft.


Conc cast-in-place

7.0

DECK TYPE:


in.

North Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YESACP w/memb

09-11 P2 Priority #: 01


METHOW R 16.85


1939

CONTRACT NO.(S):

03507 , 10053 , 15037

SUFFICIENCY RATING:

38.67

BRIDGE TYPE:


45424.0

CTB


Balluster Rail




NO


1,225 2

0.5 3.5Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS407

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

NA

/8 850 % are > 2 lbs./CY

NA

153 16/

Bruce Thill



COMMENTS:


We recommend: removing the 0.25' ACP; deck prep; place 0.25' HMA with membrane.


ft. ft.


Conc cast-in-place

7.0

DECK TYPE:


in.

North Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YESACP w/Memb

09-11 P2 Priority #: 52


METHOW R 18.91


1939

CONTRACT NO.(S):

02450 , 10053 , 15037 , 15221

SUFFICIENCY RATING:

49.87

BRIDGE TYPE:


30224.0

CTB


Balluster Rail




NO


1,225 2

0.4 3.5Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS407

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

NA

/7 8510 % are > 2 lbs./CY

NA

153 17/

Bruce Thill




COMMENTS:


We recommend: removing the 0.15' ACP; deck prep; place 0.25' HMA with membrane. Expansion joint modification is required.


ft. ft.


Conc cast-in-place

7.0

DECK TYPE:


in.

North Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YESRR 0.15 HMA / mem

09-11 P2 Priority #: 51


METHOW R 22.31


1935

CONTRACT NO.(S):

01976 , 10053 , 14375 , 16315

SUFFICIENCY RATING:

53.73

BRIDGE TYPE:


43824.1

CG






YES


1,425 2

0.0 3.2Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS419

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

NA

/7 850 % are > 2 lbs./CY

NA

153 20/

Bruce Thill



COMMENTS:


We recommend: removing and replacing 0.15' HMA.

ft. ft.


Conc cast-in-place

9.0

DECK TYPE:


in.

North Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YESRR 0.15 HMA / mem

09-11 P2 Priority #: 50


SLOUGH 0.49


1945

CONTRACT NO.(S):

02999

SUFFICIENCY RATING:

89.71 FO

BRIDGE TYPE:


5236.0

TTC




original concrete


YES


8,600 2

0.0 0.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS402

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

NA

/3 8240 % are > 2 lbs./CY

NA

203 3/

Bruce Thill

Std. Plan A7, Detail 1should be used at the end of the bridge deck.


COMMENTS:

We recommend adding 0.25' ACP with water proofing membrane.

The total thickness should not exceed 3 inches.

ft. ft.


Conc cast-in-place

7.5

DECK TYPE:


in.

Northwest

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YES0.25 HMA/Mem

09-11 P2 Priority #: 34


DRAINAGE OVERFLOW 22.05


1954

CONTRACT NO.(S):

04825

SUFFICIENCY RATING:

63.98 FO

BRIDGE TYPE:


8926.0

CS




original concrete


YES


11,000 2

2.5 2.5Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS9

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/11 9860.0sq ft1

/11 860 % are > 2 lbs./CY

/% are < or = 1 inch 86110

203 104/

% of deck

Bruce Thill

Std. Plan A7, Detail 1should be used at the end of the bridge deck.


COMMENTS:


We recommend placing 1.5" modified concrete overlay with 0.5" hydromill scarification.

ft. ft.


Conc cast-in-place

14.0

DECK TYPE:


in.

Northwest

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YESMC Overlay

09-11 P2 Priority #: 20


SKYKOMISH R 23.20


1957

CONTRACT NO.(S):

05294 , 14227

SUFFICIENCY RATING:

48.00 FO

BRIDGE TYPE:


58228.0

STrus CBox




3/8in Polymer-Epoxy1993Year Applied -


YES


11,000 2

2.5 2.5Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY


REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/7 9921.2sq ft194

/11 8659 % are > 2 lbs./CY

/% are < or = 1 inch 86110

203 106/

Steel Truss

% of deck

Bruce Thill




COMMENTS:

The existing thin polymer overlay has failed. Deck protection is warranted.

We recommend removing the existing polymer overlay and then placing a new 3/4" Polyester Concrete or RSLMC overlay. Joint modifications will be required to accommodate a new concrete overlay.

ft. ft.


Conc cast-in-place

6.5

DECK TYPE:


in.

Northwest

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 33


TUCANNON R 10.27


1967

CONTRACT NO.(S): SUFFICIENCY RATING:

88.13 SD

BRIDGE TYPE:


21125.8

PCG


Conc Base - Type R


original concrete


YES


603 2

1.5 1.5Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS404

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/4 9920.6sq ft33

/10 860 % are > 2 lbs./CY

/% are < or = 1 inch 861063

261 120/

% of deck

Bruce Thill

Modifications are required to accomodate the new overlay, please coordinate with the Bridge Office.


COMMENTS:

Bridge Inspection reports indicate the deck is more than 18% deteriorated with exposed rebar through out. Many of the small delams are over the girder stirrups.

A new 1.5" modified concrete overlay is required using a 0.5" hydomill scarification.

ft. ft.


Conc cast-in-place

5.8

DECK TYPE:


in.

South Central

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 35


PORT WASHINGTON CS1840 0.73


1958

CONTRACT NO.(S):

05565 , XE2784 , 13916 , 14490

SUFFICIENCY RATING:

54.09

BRIDGE TYPE:


1,71755.0

SG CBox


Conc Base - Type 2




NO


31,971 4

4.0 4.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS402 410 412

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/4 9970.6sq ft567

/8 8858 % are > 2 lbs./CY

NA

303 12/

% of deck

Bruce Thill

No modifications required at this time.



COMMENTS:

Bridge Inspections indicate existing overlay is deteriorating.

A new 1" polyester overlay is required to rehabilitate the deck. This bridge is on the P2 Program Deck priority array.

ft. ft.


Lightweight Conc

6.5

DECK TYPE:


in.

Olympic

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

NONone

09-11 P2 Priority #: 49


I-5 OC 0.00


1965

CONTRACT NO.(S):

07401 , 14621

SUFFICIENCY RATING:

87.49 FO

BRIDGE TYPE:


56046.0

CBox


Conc Base - Type 1B


original concrete


NO


31,740 3

1.5 1.5Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS408

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/9 9920.5sq ft129

/5 8522 % are > 2 lbs./CY

/% are < or = 1 inch 85417

405 1/

SR 5 OC

% of deck

Bruce Thill



COMMENTS:

Bridge Inspection reports indicate the deck is more than 1% deteriorated with areas in the deck with exposed rebars. Several small areas of heavy scale and delaminations. There are many transverse cracks at 1' spacing through out.

We recommend 1.5" Rapid Set Latex Modified Conrete with 0.5" hydromill scarification. As an alternate design, 3/4" Polyester overlay with shot blast to scarify the bridge deck.

ft. ft.


Conc cast-in-place

6.5

DECK TYPE:


in.

Northwest

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 44


PSPL CO CANAL 21.80


1949

CONTRACT NO.(S):

03592

SUFFICIENCY RATING:

74.89 SD

BRIDGE TYPE:


11633.0

SG


Thrie Beam attached to structure


original concrete


YES


15,649 2

2.6 2.6Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY


REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/7 9984.4sq ft143

/6 8510 % are > 2 lbs./CY

/% are < or = 1 inch 85612

410 48/

% of deck

Bruce Thill



COMMENTS:

A new deck protection system is required.

We recommend placing 0.25' HMA with waterproofing membrane. Expansion Joint Modification is required.

ft. ft.


Conc cast-in-place

6.5

DECK TYPE:


in.

Olympic

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YESHMA w/membrane

09-11 P2 Priority #: 29


COWLITZ R & NP RY OC 9.58


1961 1971

CONTRACT NO.(S):

06321

SUFFICIENCY RATING:

40.16 FO

BRIDGE TYPE:


1,67629.5

STrus CBox


New Jersey Barrier


original concrete

/


YES


15,971 2

0.0 0.0Lt Rt

VC Type:

16 03FT in

BRIDGE DECK SURVEY


REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/8 9850.0sq ft4

/8 850 % are > 2 lbs./CY

/% are < or = 1 inch 85811

432 10S/

Steel Truss

% of deck

Bruce Thill

Minimum VC =

Coordinate with your Region Bridge Maintenance to determine if any repairs are needed.


COMMENTS:

Bridge Inspection reports indicate the deck is more than 2% deteriorated with a significant amount of exposed rebar in the top of the deck near piers 9 and 12.

We recommend a 1.5" modified concrete overlay be placed with 0.5" hydromill scarification.

ft. ft.


Conc cast-in-place

6.5

DECK TYPE:


in.

Southwest

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 38


108TH AVE NE OC 6.27


1966

CONTRACT NO.(S):

07839 , 13953 , 14849

SUFFICIENCY RATING:

92.31

BRIDGE TYPE:


271141.8

CBox


New Jersey Barrier




YES


82,000 7

0.0 0.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS9

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

NA

NA

NA

520 16/

Bruce Thill



COMMENTS:

We anticipate the service life of the polyester overlay to be due for replacement in 2017.

The bridge was widened on the north side (WB) in 1996. The widening deck section (22'x 271') has epoxy coated rebar. The existing deck has standard rebar and a 3/4" thick Polyester overlay.

We recommend to Remove and Replace the Polyester overlay.

ft. ft.


Conc cast-in-place

6.5

DECK TYPE:


in.

Northwest

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:

YesReplace Overlay

09-11 P2 Priority #: 58


GN RY COUNTY RD OC 4.98


1960

CONTRACT NO.(S):

06837 , 14209

SUFFICIENCY RATING:

77.51 FO

BRIDGE TYPE:


69926.0

PCG




3/8in Polymer-Epoxy1993Year Applied -


YES


12,000 2

2.0 2.0Lt Rt

VC Type:

NA

BRIDGE DECK SURVEY

EXPANSION JOINTS404

REVIEWED BY: DATE:

12/13/2007


CHLORIDE RESULTS:

REBAR RESULTS:

/7 9923.3sq ft598

/7 8558 % are > 2 lbs./CY

/% are < or = 1 inch 8571

532 6/

% of deck

Bruce Thill




COMMENTS:

A 3/8" Polymer overlay (Sika-epoxy) was applied in 1993. Bridge Inspection reports indicate thin overlay is worn thru in locations. Localized concrete failure is forming potholes.

We recommend to remove existing thin overlay, scarify 0.5" with Hydromill before placing 1.5" Modified Concrete Overlay.

ft. ft.


Conc cast-in-place

7.0

DECK TYPE:


in.

Northwest

REGION:

DATE

BRIDGE RAIL

VERTICAL CLEARANCE


TYPE RECOMMENDED:


09-11 P2 Priority #: 48

p2 bridge preservation - concrete deck repair / overlay ... · p2 bridge preservation - concrete...

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