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SR1150 over SHOAL CREEK

Map

Coordinates:
+35.08916, -84.24579
35°05'21" N, 84°14'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1150 over SHOAL CREEK
Structure number:000000000390154
Location:200 FT.W.JCT.SR1148
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.0 ft. [11.9 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1964
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:Wood or Timber [7]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:340 [as of 2010]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Sufficiency rating:82.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201682.3GoodGoodGoodGood-340
April 201485.9GoodGoodGoodGood-340
April 201257.7GoodGoodGoodGood-340
April 201062.1GoodGoodGoodGood-230
May 200862.1GoodGoodGoodGood-230
May 200652.4GoodGoodGoodGood-410
April 200453.4GoodVery GoodGoodGood-400
May 200252.4GoodVery GoodGoodGood-430
May 200052.4GoodVery GoodGoodGood-430
May 199858.1FairExcellentSatisfactoryGood-230
March 199156.5FairSatisfactoryGoodVery Good-300