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PAW CREEK ROAD over PAW CREEK

Map

Coordinates:
+35.26196, -80.93679
35°15'43" N, 80°56'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:PAW CREEK ROAD over PAW CREEK
Structure number:000000001190381
Location:0.3MI.W.JCT.TODDVILLE RD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:49.9 ft. [15.2 m]
Total length:51.8 ft. [15.8 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Prestressed concrete [5]
Main span design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,300 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:75.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201675.2FairFairFairFair-1300
April 201475.2FairFairFairFair-1300
April 201269.6FairGoodFairFair-2300
April 201086.8GoodGoodGoodGood-2300
April 200886.8GoodGoodGoodGood-2300
May 200686.8GoodGoodGoodGood-2300
April 200472.6GoodVery GoodVery GoodVery Good-2300
July 200272.6GoodVery GoodVery GoodVery Good-2300
July 200072.6GoodVery GoodVery GoodVery Good-2300
March 199872.6GoodVery GoodVery GoodVery Good-2300
April 199094.8GoodVery GoodVery GoodVery Good-500