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FAS 1707(US 40) over LITTLE CREEK

Map

Coordinates:
+39.40751, -87.63984
39°24'27" N, 87°38'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 1707(US 40) over LITTLE CREEK
Structure number:012006800000000
Old structure number:000012006834420 (from 1992 edition)
Location:1.5 MI E MARSHALL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:121.4 ft. [37.0 m]
Total length:124.3 ft. [37.9 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,250 [as of 2015]
Truck traffic:11% 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: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 desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodGoodGoodVery Good425097.8
March 2015GoodGoodVery GoodVery Good420097.8
March 2013GoodGoodVery GoodVery Good410079.0
April 2011GoodGoodVery GoodVery Good410097.8
April 2009GoodGoodVery GoodVery Good420097.8
May 2007GoodGoodVery GoodVery Good460097.7
June 2005GoodVery GoodVery GoodVery Good480097.6
April 2003GoodVery GoodVery GoodVery Good465097.7
January 2001GoodVery GoodVery GoodVery Good460097.7
December 2000GoodExcellentExcellentExcellent465097.7