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SH 93-01- LM 9.11 over BAKERS CREEK

Map

Coordinates:
+36.43784, -91.18302
36°26'16" N, 91°10'59" W

Facts

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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.5353000
Reinforced Concrete Pier Caplinear ft.79570220
Bridge Rail
Other Material Bridge Raillinear ft.200199010
Deck
Reinforced Concrete Slabsq. ft.2,8502,8120380
Wearing Surfacessq. ft.2,4002,3280720