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SR1162 over CAIN MILL BRANCH

Map 

Coordinates:
+36.05111, -80.66221
36°03'04" N, 80°39'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1162 over CAIN MILL BRANCH
Structure number:000000001970022
Location:.2 MI.S.JCT.SR1163
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:28.9 ft. [8.8 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:17.1 ft. [5.2 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:State Highway Agency [01]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:40 [as of 1996]
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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:29.9 tons [27.2 metric tons]
Inventory rating:17.9 tons [16.3 metric tons]
Sufficiency rating:53.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201553.5FairGoodFairGoodFO40
June 201360.7GoodGoodGoodGoodFO40
July 201160.7GoodGoodGoodGoodFO40
July 200960.5GoodGoodGoodGoodFO40
October 200758.6GoodVery GoodGoodGoodFO40
October 200558.6GoodVery GoodGoodGoodFO40
August 200358.6GoodVery GoodGoodGoodFO40
August 200162.4GoodVery GoodGoodGoodFO40
November 199958.6GoodVery GoodGoodGoodFO40
May 199162.2FairVery GoodGoodSatisfactory-100