Share:

ROSE AVENUE SE over CLEAR CREEK

Map

Coordinates:
+36.95167, -82.61500
36°57'06" N, 82°36'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROSE AVENUE SE over CLEAR CREEK
Structure number:000000000022444
Location:.02 MILE FRM 12TH ST
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:19.0 ft. [5.8 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:13.5 ft. [4.1 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1932
Year reconstructed:2012
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:58 [as of 1990]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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: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:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:19.9 tons [18.1 metric tons]
Inventory rating:15.0 tons [13.6 metric tons]
Sufficiency rating:52.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$107,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201652.5FairGoodGoodSatisfactory-58
March 201552.5FairGoodGoodSatisfactory-58
March 201452.5FairGoodVery GoodSatisfactory-58
March 201352.5FairGoodVery GoodSatisfactory-58
March 201225.9FairGoodFairSatisfactorySD58
March 201125.9FairGoodFairSatisfactorySD58
March 201025.9FairGoodFairSatisfactorySD58
March 200933.0FairGoodSatisfactorySatisfactorySD58
March 200825.9PoorGoodSatisfactoryPoorSD58
March 200725.9PoorGoodSatisfactoryPoorSD58
June 200625.9PoorGoodSatisfactoryPoorSD58
May 200525.9PoorGoodSatisfactoryPoorSD58
March 200422.9PoorPoorSatisfactoryPoorSD58
April 200324.9PoorFairSatisfactoryPoorSD58
March 200224.9PoorFairSatisfactoryPoorSD58
May 200132.0FairFairSatisfactoryGoodSD58
May 200032.0FairFairSatisfactoryGoodSD58
March 199932.0FairFairSatisfactoryGoodSD58
April 199833.0FairGoodSatisfactoryGoodSD58
March 199733.0FairGoodSatisfactoryGoodSD58
April 199633.0FairGoodSatisfactoryGoodSD58
April 199533.0FairGoodSatisfactoryGoodSD58
April 199433.0FairGoodSatisfactoryGoodSD58
March 199333.0FairVery GoodSatisfactoryGoodSD58
March 199225.9PoorSatisfactoryPoorSatisfactorySD58
January 199125.9PoorGoodPoorGoodSD58