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FAS 145 over MARSHALL CREEK

Map

Coordinates:
+35.94853, -86.09483
35°56'55" N, 86°05'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 145 over MARSHALL CREEK
Structure number:08SR1450013
Location:IN AUBURNTOWN CITY LIMITS
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:30.8 ft. [9.4 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1988
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
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: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:700 [as of 2015]
Truck traffic:7% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:92.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodGoodGoodGood70092.6
June 2015GoodVery GoodVery GoodVery Good70092.6
June 2013GoodVery GoodVery GoodVery Good81084.1
June 2011GoodVery GoodVery GoodVery Good81084.1
June 2009GoodVery GoodVery GoodVery Good106082.7
July 2007GoodVery GoodVery GoodVery Good81084.1
August 2005GoodVery GoodVery GoodVery Good86085.8
July 2003GoodVery GoodVery GoodVery Good79086.2
July 2001GoodVery GoodVery GoodVery Good69094.6
July 1999GoodVery GoodVery GoodVery Good87083.7
June 1997GoodVery GoodVery GoodVery Good190077.9
May 1995GoodVery GoodVery GoodVery Good210075.7
March 1993GoodVery GoodVery GoodVery Good120081.9
March 1991GoodVery GoodVery GoodVery Good100083.0