SH 93-01- LM 9.11 over BAKERS CREEK


+36.43784, -91.18302
36°26'16" N, 91°10'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SH 93-01- LM 9.11 over BAKERS CREEK
Structure number:000000000003649
Location:9.15 NW JCT SH 90
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.9 ft. [7.6 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:State Highway Agency [01]
Year built:1963
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:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:320 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 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: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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:74.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201574.7FairGoodGoodSatisfactory-320
May 201374.7FairGoodGoodSatisfactory-320
May 201174.6FairGoodGoodSatisfactory-330
May 200961.6FairGoodGoodSatisfactory-330
May 200760.5GoodGoodGoodGood-420
April 200561.5GoodGoodGoodGood-390
April 200361.4GoodGoodGoodGood-370
March 200161.3GoodGoodGoodGood-390
March 199961.3GoodGoodGoodGood-390
January 199766.0GoodGoodGoodGood-140
March 199565.5GoodGoodGoodGood-140
February 199365.5GoodGoodGoodGood-140
January 199072.5GoodGoodGoodGood-191