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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:MS 18+Mod / HS 20+Mod [6]
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 2014 

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

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201475.2Not deficientFairFairFair1300
April 201269.6Not deficientGoodFairFair2300
April 201086.8Not deficientGoodGoodGood2300
April 200886.8Not deficientGoodGoodGood2300
May 200686.8Not deficientGoodGoodGood2300
April 200472.6Not deficientVery GoodVery GoodVery Good2300
July 200272.6Not deficientVery GoodVery GoodVery Good2300
July 200072.6Not deficientVery GoodVery GoodVery Good2300
March 199872.6Not deficientVery GoodVery GoodVery Good2300
April 199094.8Not deficientVery GoodVery GoodVery Good500