SH 37 / Jackson Co over CREEK


+35.55086, -91.11599
35°33'03" N, 91°06'58" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 37 / Jackson Co over CREEK
Structure number:000000000002710
Location:.80 MI S JCT OF SH 14
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:16.1 ft. [4.9 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:State Highway Agency [01]
Year built:1951
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:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:170 [as of 2014]
Truck traffic:1% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:37.0 tons [33.6 metric tons]
Inventory rating:22.0 tons [20.0 metric tons]
Sufficiency rating:76.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201576.0FairSatisfactorySatisfactorySatisfactory-170
June 201376.0FairSatisfactorySatisfactorySatisfactory-170
May 201171.3FairSatisfactorySatisfactorySatisfactory-300
April 200966.2FairSatisfactorySatisfactorySatisfactory-300
April 200756.1FairSatisfactorySatisfactorySatisfactory-1200
May 200656.1FairSatisfactorySatisfactorySatisfactory-1200
April 200466.1FairSatisfactorySatisfactorySatisfactory-350
April 200255.6FairSatisfactorySatisfactoryFair-400
May 200055.7FairSatisfactorySatisfactoryFair-340
April 199855.7FairSatisfactorySatisfactoryFair-340
February 199660.1FairSatisfactorySatisfactoryFair-180
March 199460.1FairSatisfactorySatisfactoryFair-180
March 199260.1FairSatisfactorySatisfactoryFair-180
March 199053.5FairSatisfactorySatisfactoryFair-432

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Abutmentlinear ft.6006000
Timber Pileeach2012800
Reinforced Concrete Pier Caplinear ft.5244620
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.96821400
Steel Protective Coatingsq. ft.5760562014
Reinforced Concrete Slabsq. ft.1,2481,04720100