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FAP 15 over PARKERS BRANCH

Map

Coordinates:
+35.29618, -87.83942
35°17'46" N, 87°50'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 15 over PARKERS BRANCH
Structure number:91SR0150019
Location:4 MI W OF WAYNESBORO
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:43.6 ft. [13.3 m]
Total length:125.3 ft. [38.2 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
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: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,970 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:81.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodGoodGoodVery Good297081.5
October 2015GoodGoodGoodVery Good297081.5
March 2015GoodGoodGoodVery Good294079.5
March 2013GoodGoodGoodVery Good325079.5
April 2011GoodGoodGoodVery Good349079.5
July 2009GoodGoodVery GoodVery Good370079.5
August 2007GoodVery GoodVery GoodVery Good376081.5
October 2005GoodVery GoodVery GoodVery Good370081.5
October 2003GoodVery GoodVery GoodVery Good373081.5
December 2001GoodVery GoodVery GoodVery Good378081.5
May 2000GoodVery GoodVery GoodVery Good400081.5
June 1998GoodVery GoodVery GoodVery Good374081.5
July 1996PoorFairPoorPoor272029.9
August 1994PoorFairPoorPoor293029.9
October 1992PoorFairFairPoor197043.5
April 1991PoorFairFairPoor197043.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.625625000
Deck
Reinforced Concrete Decksq. ft.5,5125,512000
Substructure
Reinforced Concrete Pier Walllinear ft.9292000
Reinforced Concrete Abutmentlinear ft.9292000
Reinforced Concrete Pier Caplinear ft.9292000
Bearings
Elastomeric Bearingeach3030000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.251251000