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SR 2 W HIGH ST over SOUTH FORK GORDON CREEK

Map

Coordinates:
+41.28528, -84.77750
41°17'07" N, 84°46'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 2 W HIGH ST over SOUTH FORK GORDON CREEK
Structure number:2000075
Location:1.67 Mi NE of IN line
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:60.0 ft. [18.3 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
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+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,785 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201694.3GoodVery GoodVery GoodVery Good-2785
April 201594.3GoodVery GoodVery GoodVery Good-3140
January 201397.2GoodVery GoodVery GoodVery Good-3560
February 201297.2GoodVery GoodVery GoodVery Good-3560
February 201097.2GoodVery GoodVery GoodVery Good-3560
March 200997.1GoodVery GoodVery GoodVery Good-3970
September 200897.1GoodVery GoodVery GoodVery Good-3970
July 200797.1GoodVery GoodVery GoodVery Good-3970
June 200697.1GoodGoodVery GoodVery Good-3890
June 200597.1FairSatisfactoryVery GoodVery Good-3890
August 200497.1FairSatisfactoryVery GoodVery Good-3890
July 200397.1GoodGoodVery GoodVery Good-3890
July 200297.1GoodGoodVery GoodVery Good-3890
August 200097.1GoodGoodVery GoodVery Good-3620
August 199997.1GoodGoodExcellentVery Good-3620
August 199897.2GoodGoodExcellentGood-3220
September 199797.2GoodGoodExcellentGood-3220
August 199697.2GoodVery GoodExcellentVery Good-3220
August 199597.3GoodVery GoodExcellentVery Good-3220
August 199497.2GoodVery GoodExcellentExcellent-3660
August 199397.2GoodVery GoodExcellentExcellent-3660
August 199297.2GoodVery GoodExcellentExcellent-3660
August 199197.2GoodExcellentExcellentExcellent-3660