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Was SH 114 over Cypress Creek Ditch

Map

Coordinates:
+34.02222, -91.53444
34°01'20" N, 91°32'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Was SH 114 over Cypress Creek Ditch
Structure number:000000000003703
Location:3.5 Mi N US 65, Gould
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:44.9 ft. [13.7 m]
Total length:137.1 ft. [41.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:County Highway Agency [02]
Year built:1966
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:330 [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:Good [7 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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:78.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairSatisfactorySatisfactoryGood33078.1
December 2014FairSatisfactorySatisfactoryGood33062.7
December 2012FairSatisfactorySatisfactoryGood34062.7
January 2011FairSatisfactorySatisfactoryGood34062.7
March 2009FairSatisfactorySatisfactoryGood34062.7
April 2007FairGoodSatisfactoryGood50062.7
August 2005GoodGoodGoodGood52061.7
July 2003GoodGoodGoodGood41062.5
September 2001GoodGoodGoodGood52061.5
July 1999GoodGoodGoodGood52061.5
July 1997GoodGoodGoodGood24068.0
July 1995GoodGoodGoodGood24068.0
July 1993GoodGoodGoodGood24067.5
September 1991FairGoodSatisfactoryGood22574.6