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US 29 MP 70.308 over BUSHY CREEK RELIEF

Map

Coordinates:
+31.57749, -86.28128
31°34'39" N, 86°16'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 29 MP 70.308 over BUSHY CREEK RELIEF
Structure number:001747
Location:0.7 MI.N. SR 106
Purpose:Carries highway over relief for waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:22.0 ft. [6.7 m]
Total length:110.9 ft. [33.8 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1938
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:5
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,980 [as of 2013]
Truck traffic:15% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:63.3 tons [57.5 metric tons]
Inventory rating:41.2 tons [37.5 metric tons]
Sufficiency rating:75.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$866,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201575.3FairSatisfactorySatisfactorySatisfactoryFO1980
September 201375.3FairSatisfactorySatisfactorySatisfactoryFO1980
September 201173.8FairSatisfactoryGoodSatisfactoryFO3050
September 200975.0FairSatisfactoryGoodSatisfactoryFO2070
September 200774.9FairSatisfactoryGoodSatisfactoryFO2100
September 200574.9FairSatisfactoryGoodSatisfactoryFO2140
September 200374.7FairSatisfactoryGoodGoodFO2260
September 200174.7FairSatisfactoryGoodGoodFO2260
September 199972.9FairSatisfactoryGoodGoodFO2140
October 199772.5FairSatisfactoryGoodGoodFO2410
November 199574.8FairSatisfactoryGoodGoodFO2150
January 199475.1FairSatisfactoryGoodGoodFO1960
July 199276.1FairSatisfactoryGoodGoodFO1920