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SR 67 NB over LITTLE WHITE LICK CREEK

Map

Coordinates:
+39.60667, -86.36833
39°36'24" N, 86°22'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 67 NB over LITTLE WHITE LICK CREEK
Structure number:024080
Location:00.10 S SR 144
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.0 ft. [12.2 m]
Total length:171.9 ft. [52.4 m]
Roadway width between curbs:31.8 ft. [9.7 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:10,365 [as of 2004]
Truck traffic:5% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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:68.9 tons [62.6 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:66.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201766.4PoorPoorPoorPoorSD10365
January 201666.4PoorPoorPoorPoorSD10365
January 201484.8FairFairFairFair-10365
January 201284.8FairFairFairFair-10365
December 200996.0FairFairSatisfactorySatisfactory-10365
January 200890.9FairFairSatisfactorySatisfactory-10365
February 200692.5FairSatisfactorySatisfactorySatisfactory-10365
March 200492.5FairSatisfactoryGoodSatisfactory-10365
April 200292.5FairSatisfactoryGoodSatisfactory-10162
May 200092.6FairGoodGoodSatisfactory-8745
June 199895.2FairGoodGoodSatisfactory-8745
August 199695.2FairGoodGoodSatisfactory-8745
October 199493.9FairSatisfactoryGoodSatisfactory-8000
April 199393.9FairSatisfactoryGoodSatisfactory-8000
August 199095.9FairSatisfactoryGoodSatisfactory-8000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.860845960
Deck
Reinforced Concrete Decksq. ft.5,2285,023401650
Substructure
Reinforced Concrete Pier Walllinear ft.117111330
Reinforced Concrete Abutmentlinear ft.8484000
Reinforced Concrete Pier Caplinear ft.117115200
Joints
Compression Jointlinear ft.1981881000