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OLD PROVIDENCE RD. over MCALPINE CREEK

Map

Coordinates:
+35.12512, -80.78841
35°07'30" N, 80°47'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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:Collector (Urban) [17]
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]
Design load:M 18 / H 20 [4]
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 2016

Good/Fair/Poor Condition:Fair
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]
Sufficiency rating:60.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairFairGoodFair920060.0
April 2014FairFairGoodFair920060.0
April 2012FairFairGoodFair1000059.7
April 2010FairSatisfactoryGoodGood1000073.5
April 2008FairSatisfactoryGoodGood1000073.5
April 2006FairSatisfactoryGoodGood1000073.5
April 2004FairSatisfactoryGoodGood1000073.5
July 2002FairSatisfactoryGoodGood1000073.5
June 2002FairSatisfactoryGoodGood1000073.5
September 2000FairSatisfactoryGoodGood1000073.5
March 1998FairSatisfactoryGoodGood1000073.5
July 1996FairSatisfactoryGoodGood1000071.5
August 1994FairSatisfactoryGoodGood1000079.2
July 1992FairSatisfactoryGoodGood800086.5
May 1990FairSatisfactoryGoodSatisfactory800086.5