p2 bridge preservation - concrete deck repair / overlay ... · p2 bridge preservation - concrete...
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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 $429,329
Page 1 of 2 6/2/2008Bridge and Structures Office WSDOT
Bridge NameBridge
NumberMilepost
P2 Bridge Preservation - Concrete Deck Repair / Overlay Projects
(Sorted by Priority Number)
09-11#
2009-11 Bien Priority Array
Future Work DescriptionRegion Bridge Item$'s
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 = $23,945,629Total of Bridge Item$ =
Page 2 of 2 6/2/2008Bridge and Structures Office WSDOT
Bridge NameBridge
NumberMilepost
P2 Bridge Preservation - Concrete Deck Repair / Overlay Projects
(Sorted by State Route)
09-11#
2009-11 Bien Priority Array
Future Work DescriptionRegion Bridge Item$'s
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 $197,935
Page 1 of 2 6/2/2008Bridge and Structures Office WSDOT
Bridge NameBridge
NumberMilepost
P2 Bridge Preservation - Concrete Deck Repair / Overlay Projects
(Sorted by State Route)
09-11#
2009-11 Bien Priority Array
Future Work DescriptionRegion Bridge Item$'s
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
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
CLOVER CR 125.64
YEAR BUILT / YR WIDENED:
1957
CONTRACT NO.(S):
05523 , 09574 , 12808
SUFFICIENCY RATING:
85.00
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
69194.0
CS
BRIDGE RAIL TYPE: WSDOT CODE - 60
New Jersey Barrier
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
LMC Overlay1985Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
128,004 10
0.0 0.0Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS9
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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
Overlay Thickness - 1.5 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
13.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Olympic
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESRapid Set LMC Overlay
09-11 P2 Priority #: 11
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
S 260TH ST OC 147.64
YEAR BUILT / YR WIDENED:
1960
CONTRACT NO.(S):
06186, 10342, 12404, 13850
SUFFICIENCY RATING:
60.81 FO
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
16263.0
CVS
BRIDGE RAIL TYPE: WSDOT CODE - 60
New Jersey Barrier
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
ACP w/membrane1976Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
80,000 4
0.0 0.0Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
NA
/6 8718 % are > 2 lbs./CY
NA
5 510E/
Bruce Thill
Overlay Thickness - 1.8 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
26.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Northwest
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESHMA Mill Fill 0.08'
09-11 P2 Priority #: 55
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
SR 516 OC 149.17
YEAR BUILT / YR WIDENED:
1962
CONTRACT NO.(S):
06820 , 15968
SUFFICIENCY RATING:
84.32
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
25971.2
PCG
BRIDGE RAIL TYPE: WSDOT CODE - 70.6
Conc Base - Type 1B w/Thrie Beam
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
ACP Overlay2002Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
85,000 5
0.0 0.0Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS403
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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.
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
7.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Northwest
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESHMA Mill Fill 0.08'
09-11 P2 Priority #: 53
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
INTERURBAN AVE OC 155.98
YEAR BUILT / YR WIDENED:
1966
CONTRACT NO.(S):
07618,12291,13182,14543
SUFFICIENCY RATING:
85.59 FO
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
16076.0
PCG
BRIDGE RAIL TYPE: WSDOT CODE - 60
New Jersey Barrier
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
ACP overlay1982Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
94,500 5
0.0 0.0Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS404 407
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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.
Overlay Thickness - 1.8 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
COMMENTS:
If ride improvement is needed We recommend to remove and replace 0.08' of HMA, using 3/8" aggregate mix.
ft. ft.
Bridge Deck Condition Report
Conc cast-in-place
7.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Northwest
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESHMA Mill Fill 0.08'
09-11 P2 Priority #: 54
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
DUWAMISH R BN & UP RR OC 156.34
YEAR BUILT / YR WIDENED:
1964 1997
CONTRACT NO.(S):
07171,10342,13182,14543
SUFFICIENCY RATING:
83.86 FO
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
81269.0
SG CBox
BRIDGE RAIL TYPE: WSDOT CODE - 60
New Jersey Barrier
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
ACP overlay1976Year Applied -
/
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
100,500 5
0.0 0.0Lt Rt
VC Type:
18 08FT in
BRIDGE DECK SURVEY
EXPANSION JOINTS412
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
NA
/3 8512 % are > 2 lbs./CY
NA
5 526E/
Bruce Thill
Minimum VC =
Coordinate with your Region's Maintenance Office to determine if any repairs are required.
Overlay Thickness - 1.5 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
COMMENTS:
If ride improvement is needed We recommend to remove and replace 0.08' of HMA, using 3/8" aggregate mix.
ft. ft.
Bridge Deck Condition Report
Conc cast-in-place
9.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Northwest
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
NoNone
09-11 P2 Priority #: 57
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
DUWAMISH R BN & UP RR 156.35
YEAR BUILT / YR WIDENED:
1964 1996
CONTRACT NO.(S):
07171,10342,13182,14543
SUFFICIENCY RATING:
71.22 FO
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
81268.0
SG CBox
BRIDGE RAIL TYPE: WSDOT CODE - 60
New Jersey Barrier
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
ACP overlay1986Year Applied -
/
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
100,500 5
0.0 0.0Lt Rt
VC Type:
17 03FT in
BRIDGE DECK SURVEY
EXPANSION JOINTS412
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
NA
/3 852 % are > 2 lbs./CY
NA
5 526W/
Bruce Thill
Minimum VC =
Coordinate with your Region's Maintenance Office to determine if any repairs are required.
Overlay Thickness - 1.5 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
COMMENTS:
If asphalt pavement is needs replacement, we recommend Removing 1.5" HMA; placing waterproofing membrane; and placing 1.5" of HMA.
ft. ft.
Bridge Deck Condition Report
Conc cast-in-place
9.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Northwest
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESRR HMA & Thin overaly
09-11 P2 Priority #: 56
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
S-W RAMP LUCILE ST OC 161.28
YEAR BUILT / YR WIDENED:
1967
CONTRACT NO.(S):
07930 , 13737
SUFFICIENCY RATING:
72.60 SD
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
55031.0
CBox
BRIDGE RAIL TYPE: WSDOT CODE - 73.2
Conc Base - Type R
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
original concrete
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
11,404 2
1.5 1.5Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS408
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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.
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
6.5
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Northwest
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 28
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
NB I5 to WB W SEA FRWY 162.98
YEAR BUILT / YR WIDENED:
1967
CONTRACT NO.(S):
07741
SUFFICIENCY RATING:
78.89
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
1,72221.0
CBox
BRIDGE RAIL TYPE: WSDOT CODE - 73.2
Conc Base - Type R
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
original concrete
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
16,485 1
1.5 1.5Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS402 408
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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.
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
6.5
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Northwest
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESRSLMC or MCO
09-11 P2 Priority #: 42
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
CHEHALIS R RIVERSIDE 50.94
YEAR BUILT / YR WIDENED:
1939
CONTRACT NO.(S):
02538
SUFFICIENCY RATING:
43.76 SD
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
1,04524.0
STrus TTC
BRIDGE RAIL TYPE: WSDOT CODE - 26
Steel Post - Bull Rail
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
Original Concrete
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
NO
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
7,848 2
0.6 3.5Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS402 408
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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.
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
6.5
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Southwest
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESHMA / membrane
09-11 P2 Priority #: 39
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
COWICHE CR 199.21
YEAR BUILT / YR WIDENED:
1932
CONTRACT NO.(S):
01603 , 08846 , 16318
SUFFICIENCY RATING:
81.71
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
5384.0
CTB
BRIDGE RAIL TYPE: WSDOT CODE - 70.6
Conc Base - Type 1B w/Thrie Beam
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
ACP w/membrane1972Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
18,000 4
0.1 0.1Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS9
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
NA
/7 8520 % are > 2 lbs./CY
NA
12 329/
Bruce Thill
Overlay Thickness - 3.0 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
8.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
South Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 21
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
GREEN R (NEELEY BRIDGE) 6.62
YEAR BUILT / YR WIDENED:
1959
CONTRACT NO.(S):
06066 , 14354
SUFFICIENCY RATING:
37.45 SD
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
37129.5
STrus CBox
BRIDGE RAIL TYPE: WSDOT CODE - 60
New Jersey Barrier
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
Original Concrete
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
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
DELAMINATION RESULTS:
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.
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
6.5
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Northwest
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YES3/4" Polyester
09-11 P2 Priority #: 40
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
HOLDER CR HOBART RD OC 20.34
YEAR BUILT / YR WIDENED:
1961
CONTRACT NO.(S):
06541 , 13549
SUFFICIENCY RATING:
77.96
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
30440.3
CBox
BRIDGE RAIL TYPE: WSDOT CODE - 65
Single Slope Barrier
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
Polyester Overlay1989Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
9,500 2
0.0 0.0Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS404 412
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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.
Overlay Thickness - 0.8 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
6.5
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Northwest
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMod Concrete
09-11 P2 Priority #: 41
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
SINKING CR 85.16
YEAR BUILT / YR WIDENED:
1950
CONTRACT NO.(S):
03714
SUFFICIENCY RATING:
82.91
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
8226.0
CS
BRIDGE RAIL TYPE: WSDOT CODE - 41
Balluster Rail
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
original concrete
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
NO
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
570 2
1.1 1.1Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS9
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
COMMENTS:
Bridge Inspections indicate significant deck deterioration.
We recommend 0.25' of HMA w/waterproofing membrane be added to this bridge.
ft. ft.
Bridge Deck Condition Report
Conc cast-in-place
12.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Eastern
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESHMA with membrane
09-11 P2 Priority #: 37
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
COLUMBIA R @ NORTHPORT 113.92
YEAR BUILT / YR WIDENED:
1948
CONTRACT NO.(S):
03297
SUFFICIENCY RATING:
43.12 SD
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
1,54024.0
STrus CTB CG CS
BRIDGE RAIL TYPE: WSDOT CODE - 25
Steel Post w/Thrie Beam
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
original concrete
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
580 2
3.0 3.0Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS402 408 410
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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.
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
COMMENTS:
Bridge Inspections indicate significant deck deterioration.
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.
Bridge Deck Condition Report
Conc cast-in-place
6.5
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Eastern
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 32
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
PALOUSE R 96.85
YEAR BUILT / YR WIDENED:
1971
CONTRACT NO.(S):
09007
SUFFICIENCY RATING:
85.49
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
25038.0
PCG
BRIDGE RAIL TYPE: WSDOT CODE - 73.2
Conc Base - Type R
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
original concrete
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
950 2
0.7 0.7Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS7
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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
Coordinate with your Region's Maintenance Office to determine if any repairs are required.
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
COMMENTS:
Bridge Inspections indicate significant deck deterioration.
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.
Bridge Deck Condition Report
Conc cast-in-place
6.5
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Eastern
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 04
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
SR 821 OC THRALL RD 3.22
YEAR BUILT / YR WIDENED:
1970
CONTRACT NO.(S):
08672 , 12857 , 16531
SUFFICIENCY RATING:
91.34 SD
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
35753.2
PCG
BRIDGE RAIL TYPE: WSDOT CODE - 73.2
Conc Base - Type R
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
Original Concrete
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
6,500 3
0.7 0.7Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS402
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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.
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
9.5
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
South Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Mill Hydro
09-11 P2 Priority #: 31
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
MILITARY RD OC 11.62
YEAR BUILT / YR WIDENED:
1971
CONTRACT NO.(S):
08688 , 13438 , 15407
SUFFICIENCY RATING:
92.05 SD
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
14238.0
PCG
BRIDGE RAIL TYPE: WSDOT CODE - 73.2
Conc Base - Type R
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
LMC Overlay1989Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
6,500 2
0.7 0.7Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS402
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
/6 99812.1sq ft653
NA
NA
82 20N/
% of deck
Bruce Thill
Compression seals may need to be replaced.
Overlay Thickness - 1.5 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
7.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
South Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 02
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
CHANDLER CANAL BRIDGE 81.86
YEAR BUILT / YR WIDENED:
1977
CONTRACT NO.(S):
10534
SUFFICIENCY RATING:
99.39
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
11338.0
PCG
BRIDGE RAIL TYPE: WSDOT CODE - 60
New Jersey Barrier
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
original concrete
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
6,500 2
0.0 0.0Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS403
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
0.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
South Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 25
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
I-82 OC, WINE COUNTRY RD 82.34
YEAR BUILT / YR WIDENED:
1978
CONTRACT NO.(S):
10534
SUFFICIENCY RATING:
97.00 SD
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
36847.1
PCG
BRIDGE RAIL TYPE: WSDOT CODE - 60
New Jersey Barrier
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
original concrete
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
2,500 2
0.0 0.0Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS404
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
7.5
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
South Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 27
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
MERCER SL 9.24
YEAR BUILT / YR WIDENED:
1970
CONTRACT NO.(S):
08610 , 13846
SUFFICIENCY RATING:
67.95 FO
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
2,66973.5
CBox CS
BRIDGE RAIL TYPE: WSDOT CODE - 73.2
Conc Base - Type R
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
original concrete
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
65,500 5
0.8 0.8Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS406 408
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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
Coordinate with your Region's Maintenance Office to determine if any repairs are required.
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
7.2
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Northwest
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESRapid Set LMC Overlay
09-11 P2 Priority #: 43
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
SR 18 OC 25.55
YEAR BUILT / YR WIDENED:
1963
CONTRACT NO.(S):
06966 , 13941
SUFFICIENCY RATING:
90.23 SD
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
15870.0
PCG
BRIDGE RAIL TYPE: WSDOT CODE - 60
New Jersey Barrier
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
MMC Overlay1991Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
15,675 4
0.0 0.0Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS404
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
NA
/6 8669 % are > 2 lbs./CY
NA
90 78N/
SR 18 OC
Bruce Thill
Coordinate with your Region's Maintenance Office to determine if any repairs are required.
Overlay Thickness - 6.0 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
5.8
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Northwest
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESHMA mill only
09-11 P2 Priority #: 12
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
KACHESS R 69.49
YEAR BUILT / YR WIDENED:
1958
CONTRACT NO.(S):
05702 , 12857
SUFFICIENCY RATING:
92.71
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
15038.0
CVS
BRIDGE RAIL TYPE: WSDOT CODE - 60
New Jersey Barrier
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
LMC Overlay1985Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
10,012 2
0.0 0.0Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS402
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
/5 9921.1sq ft62
/5 8330 % are > 2 lbs./CY
NA
90 118N/
% of deck
Bruce Thill
Overlay Thickness - 1.5 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
23.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
South Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 36
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
BIG CR 75.36
YEAR BUILT / YR WIDENED:
1973
CONTRACT NO.(S):
09428
SUFFICIENCY RATING:
93.93 SD
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
5538.0
CS
BRIDGE RAIL TYPE: WSDOT CODE - 63
New Jersey - Type R
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
original concrete
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
10,720 2
0.0 0.0Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS9
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
COMMENTS:
Bridge Inspection reports indicate the deck is over 5% deteriorated.
We recommend 0.5" scarification by hydromilling and placing 1.5" modified concrete overlay.
ft. ft.
Bridge Deck Condition Report
Conc cast-in-placeDECK TYPE:
DECK THICKNESS:(Main Span)
in.
South Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESRapid Set LMC Overlay
09-11 P2 Priority #: 22
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
YAKIMA R 78.81
YEAR BUILT / YR WIDENED:
1917
CONTRACT NO.(S):
00267 , 09803
SUFFICIENCY RATING:
93.86 SD
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
20641.0
CEFA
BRIDGE RAIL TYPE: WSDOT CODE - 60
New Jersey Barrier
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
original concrete
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
11,470 2
0.0 0.0Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS402
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
10.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
South Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 01
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
CLE ELUM R 80.79
YEAR BUILT / YR WIDENED:
1949
CONTRACT NO.(S):
03527 , 12459
SUFFICIENCY RATING:
73.68 SD
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
29731.0
STrus CTB
BRIDGE RAIL TYPE: WSDOT CODE - 60
New Jersey Barrier
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
Low Slump Mod Conc1983Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
10,743 2
0.0 0.0Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS403 413
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
/7 9945.5sq ft510
/10 81100 % are > 2 lbs./CY
NA
90 134N/
Steel Truss
% of deck
Bruce Thill
Coordinate with your Region's Maintenance Office to determine if any repairs are required.
Overlay Thickness - 2.0 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
6.5
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
South Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Mill Hydro
09-11 P2 Priority #: 30
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
TANEUM CR 97.27
YEAR BUILT / YR WIDENED:
1965
CONTRACT NO.(S):
07724 , 14902
SUFFICIENCY RATING:
97.21
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
10836.5
PCG
BRIDGE RAIL TYPE: WSDOT CODE - 73.2
Conc Base - Type R
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
Low Slump Mod Conc1983Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
8,378 2
0.8 0.8Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS402 404
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
/8 99418.9sq ft744
/10 8190 % are > 2 lbs./CY
NA
90 150N/
% of deck
Bruce Thill
Overlay Thickness - 2.0 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
5.8
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
South Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 18
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
TANEUM CR 97.27
YEAR BUILT / YR WIDENED:
1965
CONTRACT NO.(S):
07724 , 14902
SUFFICIENCY RATING:
91.15 SD
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
10836.5
PCG
BRIDGE RAIL TYPE: WSDOT CODE - 73.2
Conc Base - Type R
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
Low Slump Mod Conc1983Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
8,378 2
0.8 0.8Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS9
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
/7 99417.7sq ft697
/10 8190 % are > 2 lbs./CY
NA
90 150S/
% of deck
Bruce Thill
Overlay Thickness - 2.0 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
5.8
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
South Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 15
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
WEST SIDE CANAL 100.55
YEAR BUILT / YR WIDENED:
1966
CONTRACT NO.(S):
07904 , 12459
SUFFICIENCY RATING:
92.15
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
3136.5
CS
BRIDGE RAIL TYPE: WSDOT CODE - 73.2
Conc Base - Type R
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
Low Slump Mod Conc1983Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
8,378 2
0.7 0.7Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS402
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
/7 9944.2sq ft48
/10 81100 % are > 2 lbs./CY
NA
90 152N/
% of deck
Bruce Thill
Overlay Thickness - 2.0 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
12.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
South Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 17
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
WEST SIDE CANAL 100.55
YEAR BUILT / YR WIDENED:
1966
CONTRACT NO.(S):
07904 , 12459
SUFFICIENCY RATING:
87.10 SD
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
3836.5
CS
BRIDGE RAIL TYPE: WSDOT CODE - 73.2
Conc Base - Type R
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
Low Slump Mod Conc1983Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
8,378 2
0.5 0.5Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS402
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
/7 99414.5sq ft201
/10 8150 % are > 2 lbs./CY
NA
90 152S/
% of deck
Bruce Thill
Overlay Thickness - 2.0 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
12.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
South Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 14
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
DRY CR 104.71
YEAR BUILT / YR WIDENED:
1967
CONTRACT NO.(S):
08036 , 13131 , 15126
SUFFICIENCY RATING:
80.92
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
39030.0
CBox
BRIDGE RAIL TYPE: WSDOT CODE - 73.2
Conc Base - Type R
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
LMC Overlay1986Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
9,228 2
1.4 1.4Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS405
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
/6 99814.9sq ft1,743
/5 8588 % are > 2 lbs./CY
NA
90 156N/
% of deck
Bruce Thill
Overlay Thickness - 1.5 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
6.5
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
South Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 19
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
DRY CR 104.71
YEAR BUILT / YR WIDENED:
1967
CONTRACT NO.(S):
08036 , 13131 , 15126
SUFFICIENCY RATING:
75.83 SD
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
39030.0
CBox
BRIDGE RAIL TYPE: WSDOT CODE - 73.2
Conc Base - Type R
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
LMC Overlay1986Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
9,228 2
1.5 1.5Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS405
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
/6 99821.4sq ft2,504
/5 8556 % are > 2 lbs./CY
NA
90 156S/
% of deck
Bruce Thill
Coordinate with your Region's Maintenance Office to determine if any repairs are required.
Overlay Thickness - 1.5 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
6.5
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
South Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 16
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
WILSON CR 109.13
YEAR BUILT / YR WIDENED:
1967
CONTRACT NO.(S):
08200 , 12068 , 14249
SUFFICIENCY RATING:
92.01
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
11850.0
CS
BRIDGE RAIL TYPE: WSDOT CODE - 73.2
Conc Base - Type R
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
Low Slump Mod Conc1981Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
9,711 3
0.0 0.0Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS9
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
/7 9945.1sq ft301
/8 8050 % are > 2 lbs./CY
NA
90 162N/
% of deck
Bruce Thill
Overlay Thickness - 2.0 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
COMMENTS:
Bridge Inspection reports indicate the deck overlay is more than 8% deteriorated.
Cracks in the concrete overlay were filled with a MMA crack sealer in 1993 under contract 14249.
We recommend 1.0" rotomill, 0.5" scarification by hydromilling and placing 1.5" modified concrete overlay.
ft. ft.
Bridge Deck Condition Report
Conc cast-in-place
19.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
South Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Plane
09-11 P2 Priority #: 26
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
N PAHA PACKARD RD OC 215.24
YEAR BUILT / YR WIDENED:
1972
CONTRACT NO.(S):
09206
SUFFICIENCY RATING:
97.60
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
10538.0
PCG
BRIDGE RAIL TYPE: WSDOT CODE - 73.2
Conc Base - Type R
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
original concrete
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
4,214 2
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:
/10 014.1sq ft163
/7 860 % are > 2 lbs./CY
/% are < or = 1 inch 8670
90 316N/
% of deck
Bruce Thill
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
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.
Bridge Deck Condition Report
Conc cast-in-place
7.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Eastern
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 23
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
N PAHA PACKARD RD OC 215.24
YEAR BUILT / YR WIDENED:
1972
CONTRACT NO.(S):
09206
SUFFICIENCY RATING:
97.60
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
10538.0
PCG
BRIDGE RAIL TYPE: WSDOT CODE - 73.2
Conc Base - Type R
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
original concrete
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
4,214 2
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:
/10 012.1sq ft83
/7 860 % are > 2 lbs./CY
/% are < or = 1 inch 86711
90 316S/
% of deck
Bruce Thill
Overlay Thickness - 1.5 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
7.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Eastern
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 24
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
MEDICAL LAKE RD OC 269.87
YEAR BUILT / YR WIDENED:
1966
CONTRACT NO.(S):
07903 , 12136
SUFFICIENCY RATING:
90.38
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
13036.5
PCG
BRIDGE RAIL TYPE: WSDOT CODE - 73.2
Conc Base - Type R
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
LMC Overlay1981Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
6,082 2
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:
/9 99210.3sq ft490
/1 8030 % are > 2 lbs./CY
NA
90 510N/
% of deck
Bruce Thill
Overlay Thickness - 1.5 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
7.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Eastern
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Mill & Hydro
09-11 P2 Priority #: 05
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
MEDICAL LAKE RD OC 269.87
YEAR BUILT / YR WIDENED:
1966
CONTRACT NO.(S):
07903 , 12136
SUFFICIENCY RATING:
91.38
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
13036.5
PCG
BRIDGE RAIL TYPE: WSDOT CODE - 73.2
Conc Base - Type R
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
LMC Overlay1981Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
6,082 2
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:
/9 9924.8sq ft228
/1 8050 % are > 2 lbs./CY
NA
90 510S/
% of deck
Bruce Thill
Overlay Thickness - 1.5 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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" overlay by milling 1" and hydromilling 0.5". This bridge is on the P2 Deck Program priority array.
ft. ft.
Bridge Deck Condition Report
Conc cast-in-place
7.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Eastern
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Mill & Hydro
09-11 P2 Priority #: 06
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
BN RR OC (NP) 270.10
YEAR BUILT / YR WIDENED:
1966
CONTRACT NO.(S):
07903 , 12136
SUFFICIENCY RATING:
97.42
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
15036.5
PCG
BRIDGE RAIL TYPE: WSDOT CODE - 73.2
Conc Base - Type R
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
LMC Overlay1981Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
6,082 2
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:
/9 9921.7sq ft93
/1 8050 % are > 2 lbs./CY
NA
90 512N/
% of deck
Bruce Thill
Overlay Thickness - 1.5 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
COMMENTS:
Bridge Inspections indicate significant deck deterioration. There are areas in the overlay that have debonded and are now patched.
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.
Bridge Deck Condition Report
Conc cast-in-place
7.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Eastern
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Mill & Hydro
09-11 P2 Priority #: 07
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
BN RR OC (NP) 270.10
YEAR BUILT / YR WIDENED:
1966
CONTRACT NO.(S):
07903 , 12136
SUFFICIENCY RATING:
97.42
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
15036.5
PCG
BRIDGE RAIL TYPE: WSDOT CODE - 73.2
Conc Base - Type R
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
LMC Overlay1981Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
6,082 2
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:
/9 9927.1sq ft389
/1 8020 % are > 2 lbs./CY
NA
90 512S/
% of deck
Bruce Thill
Overlay Thickness - 1.5 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
COMMENTS:
Bridge Inspections indicate significant deck deterioration. There are areas in the overlay that have debonded and are now patched.
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.
Bridge Deck Condition Report
Conc cast-in-place
7.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Eastern
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Mill & Hydro
09-11 P2 Priority #: 08
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
HANGMAN CR 279.49
YEAR BUILT / YR WIDENED:
1963
CONTRACT NO.(S):
06579 , 12842
SUFFICIENCY RATING:
67.56
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
1,22244.0
CBox
BRIDGE RAIL TYPE: WSDOT CODE - 70.4
Conc Base - Type 1B
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
LMC Overlay1985Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
NO
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
24,635 3
1.5 1.5Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS412
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
/10 9910.8sq ft430
/9 8554 % are > 2 lbs./CY
NA
90 540N/
% of deck
Bruce Thill
Coordinate with your Region's Maintenance Office to determine if any repairs are required.
Overlay Thickness - 1.5 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
COMMENTS:
The LMC Overlay is rutted to a depth of 1/2 inch or greater in the center lane.
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.
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.
Bridge Deck Condition Report
Conc cast-in-place
8.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Eastern
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 45
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
HANGMAN CR 279.49
YEAR BUILT / YR WIDENED:
1963
CONTRACT NO.(S):
06579 , 12842
SUFFICIENCY RATING:
60.08 FO
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
1,22244.0
CBox
BRIDGE RAIL TYPE: WSDOT CODE - 70.4
Conc Base - Type 1B
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
LMC Overlay1985Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
NO
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
24,635 4
1.5 1.5Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS412
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
/10 9910.1sq ft48
/11 8260 % are > 2 lbs./CY
NA
90 540S/
% of deck
Bruce Thill
Coordinate with your Region's Maintenance Office to determine if any repairs are required.
Overlay Thickness - 1.5 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
COMMENTS:
The LMC Overlay is rutted to a depth of 1/2 inch or greater in the center lane.
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.
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.
Bridge Deck Condition Report
Conc cast-in-place
8.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Eastern
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 46
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
ALTAMONT ST OC 283.03
YEAR BUILT / YR WIDENED:
1957
CONTRACT NO.(S):
05453 , 12748
SUFFICIENCY RATING:
87.75 SD
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
66104.0
CS
BRIDGE RAIL TYPE: WSDOT CODE - 60
New Jersey Barrier
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
LMC Overlay1984Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
72,824 6
0.0 0.0Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS9
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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.
Overlay Thickness - 1.5 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
18.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Eastern
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESRapid Set LMC Overlay
09-11 P2 Priority #: 09
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
HAVANA ST OC 284.35
YEAR BUILT / YR WIDENED:
1957
CONTRACT NO.(S):
05453 , 12748
SUFFICIENCY RATING:
86.55 SD
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
6698.0
CS
BRIDGE RAIL TYPE: WSDOT CODE - 60
New Jersey Barrier
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
LMC Overlay1984Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
84,878 6
0.0 0.0Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS9
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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.
Overlay Thickness - 1.5 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
18.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Eastern
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESRapid Set LMC Overlay
09-11 P2 Priority #: 10
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
OKANOGAN R GN RY OC 310.61
YEAR BUILT / YR WIDENED:
1957
CONTRACT NO.(S):
05371 , 14811
SUFFICIENCY RATING:
61.84 FO
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
65926.0
CBox CS
BRIDGE RAIL TYPE: WSDOT CODE - 42
Balluster Rail w/Thrie Beam
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
original concrete
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
3,240 2
1.0 1.0Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS408
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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.
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
6.5
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
North Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 03
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
SNAKE R - RED WOLF BR 0.22
YEAR BUILT / YR WIDENED:
1979
CONTRACT NO.(S):
10850
SUFFICIENCY RATING:
89.87 SD
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
1,45032.0
WSBox
BRIDGE RAIL TYPE: WSDOT CODE - 61
New Jersey Barrier w/Type BP
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
original concrete
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
3,825 2
0.0 4.0Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS416
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
/6 055.1sq ft2,373
NA
NA
128 10/
% of deck
Bruce Thill
No Modifications Required at this time.
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
COMMENTS:
Bridge Inspection reports indicate the deck is more than 5% deteriorated.
We recommend placing 1.5" modified concrete overlay with 0.5" hydromill scarification.
ft. ft.
Bridge Deck Condition Report
Conc cast-in-place
7.7
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
South Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 13
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
METHOW R 3.66
YEAR BUILT / YR WIDENED:
1933
CONTRACT NO.(S):
01658 , 10053
SUFFICIENCY RATING:
45.76 FO
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
29125.5
CTB
BRIDGE RAIL TYPE: WSDOT CODE - 25
Steel Post w/Thrie Beam
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
ACP w/membrane1975Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
2,135 2
0.5 0.5Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS403
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
NA
/8 850 % are > 2 lbs./CY
NA
153 3/
Bruce Thill
Coordinate with your Region's Maintenance Office to determine if any repairs are required.
Overlay Thickness - 1.5 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
7.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
North Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESACP w/memb
09-11 P2 Priority #: 01
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
METHOW R 11.83
YEAR BUILT / YR WIDENED:
1939
CONTRACT NO.(S):
02450 , 10053 , 14375 , 15221
SUFFICIENCY RATING:
44.86
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
47624.0
CTB
BRIDGE RAIL TYPE: WSDOT CODE - 25
Steel Post w/Thrie Beam
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
ACP w/membrane1975Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
1,655 2
0.0 3.5Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS407
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
NA
/8 850 % are > 2 lbs./CY
NA
153 10/
Bruce Thill
Coordinate with your Region's Maintenance Office to determine if any repairs are required.
Overlay Thickness - 1.5 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
ft. ft.
Bridge Deck Condition Report
Conc cast-in-place
7.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
North Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESACP w/memb
09-11 P2 Priority #: 01
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
METHOW R 16.85
YEAR BUILT / YR WIDENED:
1939
CONTRACT NO.(S):
03507 , 10053 , 15037
SUFFICIENCY RATING:
38.67
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
45424.0
CTB
BRIDGE RAIL TYPE: WSDOT CODE - 41
Balluster Rail
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
ACP w/membrane1975Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
NO
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
1,225 2
0.5 3.5Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS407
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
NA
/8 850 % are > 2 lbs./CY
NA
153 16/
Bruce Thill
Overlay Thickness - 3.0 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
COMMENTS:
The concrete bridge deck is showing signs of distress.
We recommend: removing the 0.25' ACP; deck prep; place 0.25' HMA with membrane.
The bridge rails are also in need of replacement.
ft. ft.
Bridge Deck Condition Report
Conc cast-in-place
7.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
North Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESACP w/Memb
09-11 P2 Priority #: 52
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
METHOW R 18.91
YEAR BUILT / YR WIDENED:
1939
CONTRACT NO.(S):
02450 , 10053 , 15037 , 15221
SUFFICIENCY RATING:
49.87
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
30224.0
CTB
BRIDGE RAIL TYPE: WSDOT CODE - 41
Balluster Rail
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
ACP w/membrane1975Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
NO
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
1,225 2
0.4 3.5Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS407
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
NA
/7 8510 % are > 2 lbs./CY
NA
153 17/
Bruce Thill
Coordinate with your Region's Maintenance Office to determine if any repairs are required.
Overlay Thickness - 1.8 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
COMMENTS:
The concrete bridge deck is showing signs of distress.
We recommend: removing the 0.15' ACP; deck prep; place 0.25' HMA with membrane. Expansion joint modification is required.
The bridge rails are also in need of replacement.
ft. ft.
Bridge Deck Condition Report
Conc cast-in-place
7.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
North Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESRR 0.15 HMA / mem
09-11 P2 Priority #: 51
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
METHOW R 22.31
YEAR BUILT / YR WIDENED:
1935
CONTRACT NO.(S):
01976 , 10053 , 14375 , 16315
SUFFICIENCY RATING:
53.73
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
43824.1
CG
BRIDGE RAIL TYPE: WSDOT CODE - 25
Steel Post w/Thrie Beam
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
ACP w/membrane1975Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
1,425 2
0.0 3.2Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS419
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
NA
/7 850 % are > 2 lbs./CY
NA
153 20/
Bruce Thill
Overlay Thickness - 3.0 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
COMMENTS:
The concrete bridge deck is showing signs of distress.
We recommend: removing and replacing 0.15' HMA.
ft. ft.
Bridge Deck Condition Report
Conc cast-in-place
9.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
North Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESRR 0.15 HMA / mem
09-11 P2 Priority #: 50
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
SLOUGH 0.49
YEAR BUILT / YR WIDENED:
1945
CONTRACT NO.(S):
02999
SUFFICIENCY RATING:
89.71 FO
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
5236.0
TTC
BRIDGE RAIL TYPE: WSDOT CODE - 42
Balluster Rail w/Thrie Beam
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
original concrete
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
8,600 2
0.0 0.0Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS402
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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.
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
COMMENTS:
We recommend adding 0.25' ACP with water proofing membrane.
The total thickness should not exceed 3 inches.
ft. ft.
Bridge Deck Condition Report
Conc cast-in-place
7.5
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Northwest
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YES0.25 HMA/Mem
09-11 P2 Priority #: 34
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
DRAINAGE OVERFLOW 22.05
YEAR BUILT / YR WIDENED:
1954
CONTRACT NO.(S):
04825
SUFFICIENCY RATING:
63.98 FO
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
8926.0
CS
BRIDGE RAIL TYPE: WSDOT CODE - 42
Balluster Rail w/Thrie Beam
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
original concrete
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
11,000 2
2.5 2.5Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS9
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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.
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
COMMENTS:
Bridge Inspection reports indicate the deck is more than 5% deteriorated.
We recommend placing 1.5" modified concrete overlay with 0.5" hydromill scarification.
ft. ft.
Bridge Deck Condition Report
Conc cast-in-place
14.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Northwest
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay
09-11 P2 Priority #: 20
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
SKYKOMISH R 23.20
YEAR BUILT / YR WIDENED:
1957
CONTRACT NO.(S):
05294 , 14227
SUFFICIENCY RATING:
48.00 FO
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
58228.0
STrus CBox
BRIDGE RAIL TYPE: WSDOT CODE - 42
Balluster Rail w/Thrie Beam
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
3/8in Polymer-Epoxy1993Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
11,000 2
2.5 2.5Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS402 408
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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
Coordinate with your Region's Maintenance Office to determine if any repairs are required.
Overlay Thickness - 0.4 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
6.5
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Northwest
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESRapid Set LMC Overlay
09-11 P2 Priority #: 33
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
TUCANNON R 10.27
YEAR BUILT / YR WIDENED:
1967
CONTRACT NO.(S): SUFFICIENCY RATING:
88.13 SD
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
21125.8
PCG
BRIDGE RAIL TYPE: WSDOT CODE - 73.2
Conc Base - Type R
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
original concrete
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
603 2
1.5 1.5Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS404
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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.
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
5.8
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
South Central
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 35
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
PORT WASHINGTON CS1840 0.73
YEAR BUILT / YR WIDENED:
1958
CONTRACT NO.(S):
05565 , XE2784 , 13916 , 14490
SUFFICIENCY RATING:
54.09
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
1,71755.0
SG CBox
BRIDGE RAIL TYPE: WSDOT CODE - 71.1
Conc Base - Type 2
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
Polyester Overlay1991Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
NO
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
31,971 4
4.0 4.0Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS402 410 412
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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.
Overlay Thickness - 0.8 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Lightweight Conc
6.5
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Olympic
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
NONone
09-11 P2 Priority #: 49
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
I-5 OC 0.00
YEAR BUILT / YR WIDENED:
1965
CONTRACT NO.(S):
07401 , 14621
SUFFICIENCY RATING:
87.49 FO
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
56046.0
CBox
BRIDGE RAIL TYPE: WSDOT CODE - 70.4
Conc Base - Type 1B
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
original concrete
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
NO
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
31,740 3
1.5 1.5Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS408
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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
Modifications are required to accomodate the new overlay, please coordinate with the Bridge Office.
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
6.5
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Northwest
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESRapid Set LMC Overlay
09-11 P2 Priority #: 44
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
PSPL CO CANAL 21.80
YEAR BUILT / YR WIDENED:
1949
CONTRACT NO.(S):
03592
SUFFICIENCY RATING:
74.89 SD
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
11633.0
SG
BRIDGE RAIL TYPE: WSDOT CODE - 8
Thrie Beam attached to structure
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
original concrete
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
15,649 2
2.6 2.6Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS402 408
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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
Modifications are required to accomodate the new overlay, please coordinate with the Bridge Office.
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
COMMENTS:
A new deck protection system is required.
We recommend placing 0.25' HMA with waterproofing membrane. Expansion Joint Modification is required.
ft. ft.
Bridge Deck Condition Report
Conc cast-in-place
6.5
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Olympic
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESHMA w/membrane
09-11 P2 Priority #: 29
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
COWLITZ R & NP RY OC 9.58
YEAR BUILT / YR WIDENED:
1961 1971
CONTRACT NO.(S):
06321
SUFFICIENCY RATING:
40.16 FO
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
1,67629.5
STrus CBox
BRIDGE RAIL TYPE: WSDOT CODE - 60
New Jersey Barrier
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
original concrete
/
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
15,971 2
0.0 0.0Lt Rt
VC Type:
16 03FT in
BRIDGE DECK SURVEY
EXPANSION JOINTS402 408
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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.
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
6.5
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Southwest
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESMC Overlay / Hydro
09-11 P2 Priority #: 38
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
108TH AVE NE OC 6.27
YEAR BUILT / YR WIDENED:
1966
CONTRACT NO.(S):
07839 , 13953 , 14849
SUFFICIENCY RATING:
92.31
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
271141.8
CBox
BRIDGE RAIL TYPE: WSDOT CODE - 60
New Jersey Barrier
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
Polyester Overlay1991Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
82,000 7
0.0 0.0Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS9
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
CHLORIDE RESULTS:
REBAR RESULTS:
NA
NA
NA
520 16/
Bruce Thill
Overlay Thickness - 0.8 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
6.5
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Northwest
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YesReplace Overlay
09-11 P2 Priority #: 58
BRIDGE NUMBER: BRIDGE NAME: MILEPOST:
GN RY COUNTY RD OC 4.98
YEAR BUILT / YR WIDENED:
1960
CONTRACT NO.(S):
06837 , 14209
SUFFICIENCY RATING:
77.51 FO
BRIDGE TYPE:
BRIDGE WIDTH (curb-curb): BRIDGE LENGTH:
69926.0
PCG
BRIDGE RAIL TYPE: WSDOT CODE - 25
Steel Post w/Thrie Beam
EXISTING WEARING SURFACE AND DECK PROTECTION TYPE:
3/8in Polymer-Epoxy1993Year Applied -
RAIL MEETS CURRENT STANDARDS?: SIDEWALK / CURB WIDTH:
YES
AVERAGE DAILY TRAFFIC (ADT): NUMBER OF LANES:
12,000 2
2.0 2.0Lt Rt
VC Type:
NA
BRIDGE DECK SURVEY
EXPANSION JOINTS404
REVIEWED BY: DATE:
12/13/2007
DELAMINATION RESULTS:
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
Coordinate with your Region's Maintenance Office to determine if any repairs are required.
Overlay Thickness - 0.4 inches
DECK PROTECTIVE SYSTEM RECOMMENDATIONS
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.
Bridge Deck Condition Report
Conc cast-in-place
7.0
DECK TYPE:
DECK THICKNESS:(Main Span)
in.
Northwest
REGION:
DATE
BRIDGE RAIL
VERTICAL CLEARANCE
PROTECTIVE OVERLAY RECOMMENDED?:
TYPE RECOMMENDED:
YESRapid Set LMC Overlay
09-11 P2 Priority #: 48