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FAP 7 over BRANCH

Map

Coordinates:
+35.41000, -87.02833
35°24'36" N, 87°01'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 7 over BRANCH
Structure number:28SR0070047
Location:15 NI.N.OF PULASKI
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1926
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:3,820 [as of 2017]
Truck traffic:15% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:51.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$164,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2017Fair6 out of 10382051.0
November 2015Fair6 out of 10353057.5
November 2013Fair6 out of 10336057.5
November 2011Fair6 out of 10328057.5
November 2009Fair6 out of 10302057.5
November 2007Fair5 out of 10312047.5
November 2005Fair6 out of 10314054.5
November 2003Fair6 out of 10298054.5
November 2001Fair6 out of 10305054.5
December 1999Fair6 out of 10311052.5
January 1998Fair6 out of 10302052.5
October 1995Fair6 out of 10302052.5
April 1993Fair6 out of 10245057.1
May 1991Fair6 out of 10234057.1