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US-41 over CRAB ORCHARD CREEK

Map

Coordinates:
+37.15763, -87.46392
37°09'27" N, 87°27'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-41 over CRAB ORCHARD CREEK
Structure number:054B00041N
Old structure number:054*0041*B0041 (from 1992 edition)
Location:.30 MI NOR. OF JCT US 41
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:43.0 ft. [13.1 m]
Total length:106.0 ft. [32.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:State Highway Agency [01]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:640 [as of 2013]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.8 tons [36.2 metric tons]
Inventory rating:23.9 tons [21.7 metric tons]
Sufficiency rating:84.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201584.5FairSatisfactorySatisfactoryGood-640
April 201384.5FairSatisfactorySatisfactoryGood-640
May 201180.7FairSatisfactoryGoodGood-780
May 200992.1FairSatisfactoryGoodGood-1100
July 200793.1FairSatisfactoryGoodGood-982
May 200592.1FairSatisfactoryGoodGood-1107
May 200379.5FairSatisfactoryGoodGood-2760
May 200179.5FairSatisfactoryGoodGood-2760
May 199979.5FairSatisfactoryGoodGood-2760
May 199779.4FairSatisfactoryGoodGood-3619
May 199579.4FairSatisfactoryGoodGood-3619

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach2020000
Reinforced Concrete Abutmentlinear ft.6868000
Reinforced Concrete Pier Caplinear ft.8484000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2121773500
Deck
Reinforced Concrete Slabsq. ft.3,6113,43018100
Wearing Surfacessq. ft.3,1692,98918000