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US 36 WB over WHITE LICK CREEK

Map

Coordinates:
+39.76222, -86.41750
39°45'44" N, 86°25'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 36 WB over WHITE LICK CREEK
Structure number:011660
Location:00.96 W SR 267
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:75.1 ft. [22.9 m]
Total length:158.1 ft. [48.2 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1926
Year reconstructed:1986
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:2
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:14,513 [as of 2004]
Truck traffic:10% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:62.8 tons [57.1 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:67.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,107,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201667.9PoorPoorPoorPoorSD14513
January 201667.9PoorPoorPoorPoorSD14513
January 201486.4FairFairFairSatisfactory-14513
December 201186.4FairFairFairFair-14513
December 200984.2FairFairFairFair-14513
April 200885.0FairFairFairFair-14513
April 200685.0FairFairFairFair-14513
April 200486.0FairSatisfactoryFairFair-14513
April 200286.0FairSatisfactoryFairFair-14228
April 200086.1FairSatisfactoryFairFair-12625
April 199883.4FairGoodFairFair-12625
April 199683.4FairGoodFairFair-12625
April 199476.2FairSatisfactoryFairFair-7100
February 199288.3FairGoodSatisfactorySatisfactory-7100
June 198985.4FairGoodSatisfactoryFair-7100

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Archlinear ft.15027501855
Substructure
Reinforced Concrete Pier Walllinear ft.53410120
Reinforced Concrete Abutmentlinear ft.92790130
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.314314000
Deck
Reinforced Concrete Slabsq. ft.3,7683,59501730