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SR1127 over SHEPHERD CREEK

Map

Coordinates:
+35.29712, -82.46509
35°17'50" N, 82°27'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR1127 over SHEPHERD CREEK
Structure number:000000000890071
Location:.06 MI.S.JCT.SR1222
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:22.0 ft. [6.7 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1971
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:11,000 [as of 2012]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:31.9 tons [29.0 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Sufficiency rating:51.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201551.8FairSatisfactorySatisfactorySatisfactoryFO11000
June 201361.9FairFairFairFairFO11000
June 201162.2FairFairFairFairFO10000
June 200974.7FairSatisfactorySatisfactorySatisfactoryFO10000
June 200775.0FairSatisfactorySatisfactorySatisfactoryFO10000
June 200574.2FairGoodGoodSatisfactoryFO10000
May 200374.2FairGoodVery GoodSatisfactoryFO10000
August 200174.2FairGoodVery GoodSatisfactoryFO10000
August 199975.2FairGoodVery GoodSatisfactoryFO9200
June 199158.7FairSatisfactoryVery GoodFairFO5600