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SR1838 over WILLIAMS OLD MILL BR.

Map

Coordinates:
+34.68512, -78.59440
34°41'06" N, 78°35'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR1838 over WILLIAMS OLD MILL BR.
Structure number:000000001630376
Old structure number:000000000163376 (from 1992 edition)
Location:.4 MI.S. OF JCT.US701 BUS
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:17.1 ft. [5.2 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Wood or timber [7]
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: June 2016

Good/Fair/Poor Condition:Poor
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:6,400 [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:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:1.0 tons [0.9 metric tons]
Inventory rating:1.0 tons [0.9 metric tons]
Sufficiency rating:8.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 20168.3PoorFairFairSeriousSD6400
June 20146.0PoorFairFairSeriousSD6400
June 20126.0PoorFairFairSeriousSD5700
June 20106.0PoorFairSatisfactorySeriousSD7600
July 20087.0FairSatisfactorySatisfactorySatisfactorySD6400
August 20066.0FairFairSatisfactorySatisfactorySD6300
July 20046.0FairFairSatisfactorySatisfactorySD6300
September 200229.3FairFairSatisfactorySatisfactorySD1800
July 200029.3FairFairSatisfactorySatisfactorySD1800
May 199829.3FairFairFairSatisfactorySD1800
May 199675.9FairFairFairSatisfactory-1800
May 199476.0FairFairFairSatisfactory-1600
May 199266.3FairFairFairSatisfactory-5000
May 199049.6PoorFairPoorFairSD5000