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US 36 EB over LINGEMAN CREEK

Map

Coordinates:
+39.76222, -86.41111
39°45'44" N, 86°24'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 36 EB over LINGEMAN CREEK
Structure number:011668
Location:00.63 W SR 267
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:37.4 ft. [11.4 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1986
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: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: January 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,513 [as of 2004]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
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:55.9 tons [50.8 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:83.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$445,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201683.7FairFairFairSatisfactory-14513
January 201483.7FairFairFairSatisfactory-14513
December 201183.6FairFairFairSatisfactory-14513
December 200984.6FairSatisfactoryFairSatisfactory-14513
April 200885.4FairSatisfactoryFairSatisfactory-14513
April 200697.3FairSatisfactorySatisfactorySatisfactory-14513
April 200497.3FairSatisfactoryGoodGood-14513
April 200297.3FairSatisfactoryGoodGood-14228
April 200097.4FairSatisfactoryGoodGood-12625
April 199894.8GoodGoodGoodGood-12625
April 199694.8GoodGoodGoodGood-12625
April 199495.5GoodGoodGoodGood-7100
March 199299.5GoodGoodGoodGood-7100
June 198999.5GoodGoodGoodGood-7100

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Pier Walllinear ft.119117020
Reinforced Concrete Abutmentlinear ft.119119000
Joints
Compression Jointlinear ft.119001190
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.192192000
Deck
Reinforced Concrete Slabsq. ft.4,0843,57805060