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SH 37 / Jackson Co over CREEK

Map

Coordinates:
+35.55098, -91.11617
35°33'04" N, 91°06'58" W

Facts

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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:260 [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:Fair [5 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]
Sufficiency rating:61.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactoryFair26061.3
June 2015FairSatisfactorySatisfactorySatisfactory17076.0
June 2013FairSatisfactorySatisfactorySatisfactory17076.0
May 2011FairSatisfactorySatisfactorySatisfactory30071.3
April 2009FairSatisfactorySatisfactorySatisfactory30066.2
April 2007FairSatisfactorySatisfactorySatisfactory120056.1
May 2006FairSatisfactorySatisfactorySatisfactory120056.1
April 2004FairSatisfactorySatisfactorySatisfactory35066.1
April 2002FairSatisfactorySatisfactoryFair40055.6
May 2000FairSatisfactorySatisfactoryFair34055.7
April 1998FairSatisfactorySatisfactoryFair34055.7
February 1996FairSatisfactorySatisfactoryFair18060.1
March 1994FairSatisfactorySatisfactoryFair18060.1
March 1992FairSatisfactorySatisfactoryFair18060.1
March 1990FairSatisfactorySatisfactoryFair43253.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
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
Deck
Reinforced Concrete Slabsq. ft.1,2481,04720100