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FAS 1707(US 40) over LITTLE CREEK

Map

Coordinates:
+39.40779, -87.63867
39°24'28" N, 87°38'19" 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]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:53.8 tons [48.9 metric tons]
Sufficiency rating:97.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201797.8GoodGoodGoodVery Good-4250
March 201597.8GoodGoodVery GoodVery Good-4200
March 201379.0GoodGoodVery GoodVery Good-4100
April 201197.8GoodGoodVery GoodVery Good-4100
April 200997.8GoodGoodVery GoodVery Good-4200
May 200797.7GoodGoodVery GoodVery Good-4600
June 200597.6GoodVery GoodVery GoodVery Good-4800
April 200397.7GoodVery GoodVery GoodVery Good-4650
January 200197.7GoodVery GoodVery GoodVery Good-4600
December 200097.7GoodExcellentExcellentExcellent-4650