+35.77415, -79.12048
35°46'27" N, 79°07'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:000000000370072
Old structure number:000000000037072 (from 1992 edition)
Location:0.8 MI. E. JCT. SR1713
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:28.9 ft. [8.8 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:420 [as of 2000]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:64.9 tons [59.0 metric tons]
Sufficiency rating:79.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201579.4Not deficientGoodFairGood420
June 201390.4Not deficientGoodGoodGood420
June 201179.4Not deficientGoodGoodFair420
June 200990.4Not deficientSatisfactoryGoodSatisfactory420
June 200790.4Not deficientGoodGoodSatisfactory420
August 200590.4Not deficientVery GoodGoodSatisfactory420
July 200390.4Not deficientVery GoodVery GoodGood420
September 200190.4Not deficientVery GoodVery GoodGood480
August 199990.4Not deficientVery GoodVery GoodVery Good480
August 199790.4Not deficientVery GoodVery GoodVery Good440
August 199589.9Not deficientVery GoodVery GoodVery Good500
October 199389.9Not deficientVery GoodVery GoodVery Good500
October 199189.9Not deficientVery GoodVery GoodVery Good500