Share:

JOHN PRICE ROAD over STEELE CREEK

Map 

Coordinates:
+35.12372, -80.95289
35°07'25" N, 80°57'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:JOHN PRICE ROAD over STEELE CREEK
Structure number:000000001190233
Location:0.7 MI.N.JCT.NC49
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:43.0 ft. [13.1 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:25.3 ft. [7.7 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1954
Year reconstructed:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:440 [as of 1979]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:96.8 tons [88.0 metric tons]
Inventory rating:56.9 tons [51.7 metric tons]
Sufficiency rating:91.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201491.9Not deficientGoodGoodSatisfactory440
April 201291.9Not deficientGoodGoodGood440
April 201091.9Not deficientGoodGoodGood440
April 200891.9Not deficientGoodGoodGood440
May 200691.9Not deficientGoodGoodGood440
April 200492.0Not deficientVery GoodVery GoodVery Good440
July 200292.0Not deficientGoodVery GoodVery Good440
October 200092.0Not deficientGoodVery GoodVery Good440
September 199892.0Not deficientVery GoodVery GoodVery Good440
July 199130.6Structurally deficientPoorSatisfactorySatisfactory440