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SR1127 over SHEPHERD CREEK

Map

Coordinates:
+35.29712, -82.46509
35°17'50" N, 82°27'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.63054543420
Steel Protective Coatingsq. ft.2,9902,775175400
Substructure
Timber Abutmentlinear ft.5243900
Timber Pileeach2020000
Timber Pier Caplinear ft.1045917280
Deck
Corrugated or Orthotropic Decksq. ft.1,5731,34822500
Bearings
Fixed Bearingeach60039210
Steel Protective Coatingsq. ft.60039210
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.130126400
Coatings
Wearing Surfacessq. ft.1,4861,4612500