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I-70 EB over BRANCH MCCRACKEN CREEK

Map

Coordinates:
+39.61556, -86.47222
39°36'56" N, 86°28'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-70 EB over BRANCH MCCRACKEN CREEK
Structure number:041780
Location:00.43 E SR 39
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:27.6 ft. [8.4 m]
Total length:73.2 ft. [22.3 m]
Roadway width between curbs:48.6 ft. [14.8 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:29,080 [as of 2006]
Truck traffic:28% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:95.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$424,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201595.3FairSatisfactorySatisfactoryGood-29080
September 201395.3FairGoodSatisfactoryGood-29080
September 201195.3FairSatisfactorySatisfactorySatisfactory-29080
September 200995.3FairSatisfactorySatisfactorySatisfactory-29080
September 200784.8FairSatisfactoryFairSatisfactory-20676
September 200597.0FairSatisfactorySatisfactorySatisfactory-20676
November 200397.1GoodGoodGoodGood-20271
November 200197.0GoodVery GoodGoodGood-20271
May 200097.2GoodVery GoodGoodGood-17445
May 199896.4GoodVery GoodGoodGood-17445
July 199696.4GoodVery GoodGoodGood-17445
July 199496.7GoodGoodGoodGood-17200
July 199298.7GoodGoodGoodGood-17200
January 199097.7FairSatisfactorySatisfactorySatisfactory-17200

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Pier Walllinear ft.104103010
Reinforced Concrete Abutmentlinear ft.103103000
Joints
Pourable Jointlinear ft.10395008
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.146146000
Deck
Reinforced Concrete Slabsq. ft.3,7783,58119700
Wearing Surfacessq. ft.3,5593,4867300