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NFA A253 over OVERFLOW-SPRING CREEK

Map

Coordinates:
+35.10278, -89.04608
35°06'10" N, 89°02'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A253 over OVERFLOW-SPRING CREEK
Structure number:350A2530003
Location:4.3 MI N OF SR57
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:34.1 ft. [10.4 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:County Highway Agency [02]
Year built:1989
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:110 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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 minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:91.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairGoodVery GoodSatisfactory11091.5
September 2014GoodGoodVery GoodGood11091.5
October 2012FairGoodVery GoodSatisfactory11091.5
November 2010FairGoodVery GoodSatisfactory11091.5
January 2009FairGoodVery GoodSatisfactory11091.5
March 2007FairGoodGoodFair5086.0
April 2005FairGoodGoodFair5086.0
April 2003FairGoodGoodFair5086.0
April 2001PoorGoodGoodPoor5070.0
August 1999PoorGoodVery GoodPoor5073.0
July 1997GoodGoodVery GoodGood8095.0
April 1995GoodGoodVery GoodGood8095.0
October 1993GoodVery GoodVery GoodVery Good8095.0
May 1992GoodVery GoodVery GoodVery Good8095.0
April 1990GoodVery GoodVery GoodVery Good8095.0