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OLD PROVIDENCE RD. over MCALPINE CREEK

Map 

Coordinates:
+35.12506, -80.78843
35°07'30" N, 80°47'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD PROVIDENCE RD. over MCALPINE CREEK
Structure number:000000001190431
Old structure number:000000000119431 (from 1992 edition)
Location:.8 MI N JCT REA RD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:44.0 ft. [13.4 m]
Total length:134.8 ft. [41.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:52.5 ft. [16.0 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2014 

Status:Posted for load [P]
Average daily traffic:9,200 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 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: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 assessed or calculated scour condition. [5]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:60.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201460.0Not deficientFairGoodFair9200
April 201259.7Not deficientFairGoodFair10000
April 201073.5Not deficientSatisfactoryGoodGood10000
April 200873.5Not deficientSatisfactoryGoodGood10000
April 200673.5Not deficientSatisfactoryGoodGood10000
April 200473.5Not deficientSatisfactoryGoodGood10000
July 200273.5Not deficientSatisfactoryGoodGood10000
June 200273.5Not deficientSatisfactoryGoodGood10000
September 200073.5Not deficientSatisfactoryGoodGood10000
March 199873.5Not deficientSatisfactoryGoodGood10000
July 199671.5Not deficientSatisfactoryGoodGood10000
August 199479.2Not deficientSatisfactoryGoodGood10000
July 199286.5Not deficientSatisfactoryGoodGood8000
May 199086.5Not deficientSatisfactoryGoodSatisfactory8000