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POLARIS PKW over OVER I-71

Map 

Coordinates:
+40.14194, -82.97083
40°08'31" N, 82°58'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:POLARIS PKW over OVER I-71
Structure number:2102277
Location:4.86 MI S OF US36
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:133.9 ft. [40.8 m]
Total length:270.0 ft. [82.3 m]
Roadway width between curbs:100.1 ft. [30.5 m]
Deck width edge-to-edge:103.0 ft. [31.4 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1992
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,468 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201695.6GoodGoodExcellentExcellentFO1468
December 201582.9GoodGoodExcellentExcellentFO44390
November 201482.9GoodGoodExcellentExcellentFO44390
November 201382.9GoodGoodExcellentExcellentFO44390
November 201282.4GoodGoodExcellentExcellentFO46090
December 201182.4GoodGoodExcellentExcellentFO46090
November 201082.4GoodGoodExcellentExcellentFO46090
October 200982.4GoodGoodExcellentExcellentFO46090
August 200881.0GoodGoodExcellentExcellentFO71720
June 200781.0GoodVery GoodExcellentExcellentFO71720
April 200681.0GoodVery GoodExcellentExcellentFO49750
April 200581.0GoodVery GoodExcellentExcellentFO49750
February 200581.0GoodVery GoodExcellentExcellentFO55670
July 200381.0GoodVery GoodExcellentExcellentFO55670
September 200293.1GoodExcellentExcellentExcellentFO3000
July 200093.1GoodExcellentExcellentExcellentFO3000
July 199993.1GoodExcellentExcellentExcellent-3000
June 199893.1GoodExcellentExcellentExcellent-3000
July 199797.2GoodExcellentExcellentExcellent-3000
May 199697.2GoodExcellentExcellentExcellent-3000
August 199597.1GoodExcellentExcellentExcellent-3000
August 199497.1GoodExcellentExcellentExcellent-3000
May 199397.1GoodExcellentExcellentExcellent-3000
June 199297.1GoodExcellentExcellentExcellent-3000
January 199299.1GoodExcellentExcellentExcellent-3000