Share:

FAP 125 over BRANCH

Map

Coordinates:
+35.24753, -88.98194
35°14'51" N, 88°58'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 125 over BRANCH
Structure number:35SR1250033
Location:.1 MI.S.OF BOLIVAR
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:28.9 ft. [8.8 m]
Total length:170.9 ft. [52.1 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:2009
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Prestressed concrete continuous [6]
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: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,750 [as of 2015]
Truck traffic:11% 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:Meets minimum tolerable limits to be left in place as is [4]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:61.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$565,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairSatisfactorySatisfactoryFair475061.6
September 2014FairSatisfactorySatisfactoryFair478061.6
September 2012FairSatisfactorySatisfactoryFair485061.6
November 2010FairSatisfactorySatisfactoryFair493061.6
October 2008FairFairSatisfactoryFair552057.6
February 2007PoorFairPoorSatisfactory598038.0
March 2005FairFairFairSatisfactory653051.6
April 2003PoorFairPoorSatisfactory593038.0
April 2001FairSatisfactoryFairSatisfactory603052.5
August 1999FairSatisfactorySatisfactorySatisfactory644065.5
July 1997FairSatisfactorySatisfactorySatisfactory650065.5
April 1995FairSatisfactorySatisfactorySatisfactory567065.6
July 1993FairSatisfactorySatisfactorySatisfactory548065.6
April 1992FairSatisfactorySatisfactorySatisfactory572065.6
April 1990FairSatisfactorySatisfactorySatisfactory572062.6