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FAP 149 over WEAVER CREEK

Map

Coordinates:
+36.43635, -87.48435
36°26'11" N, 87°29'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 149 over WEAVER CREEK
Structure number:63SR1490011
Location:7.35 MI E STEWART CO LN
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:84.0 ft. [25.6 m]
Total length:253.0 ft. [77.1 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Owner:State Highway Agency [01]
Year built:1984
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,710 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:83.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018GoodGoodGoodGood571083.8
November 2016GoodVery GoodGoodGood569083.8
November 2014GoodVery GoodGoodGood561083.8
November 2012GoodVery GoodGoodGood642083.8
November 2010GoodVery GoodGoodGood662083.8
December 2008GoodVery GoodGoodGood621084.8
November 2006GoodVery GoodVery GoodVery Good588084.8
March 2005GoodVery GoodVery GoodVery Good602084.8
June 2003GoodVery GoodVery GoodVery Good660084.8
June 2001GoodVery GoodVery GoodVery Good637084.8
June 1999GoodVery GoodVery GoodVery Good603084.8
February 1997GoodVery GoodVery GoodVery Good601084.8
January 1995GoodVery GoodVery GoodVery Good553084.8
December 1992GoodVery GoodVery GoodVery Good376086.8
December 1990GoodVery GoodVery GoodVery Good376086.8