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SOUTHSIDE AVE over CINDRAIL/CSX RAILROADS

Map 

Coordinates:
+39.08833, -84.56667
39°05'18" N, 84°34'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SOUTHSIDE AVE over CINDRAIL/CSX RAILROADS
Structure number:3161528
Location:INTERSECTION RIVER RD
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:82.0 ft. [25.0 m]
Total length:147.0 ft. [44.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Vertical clearance below bridge:21.3 ft. [6.5 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:1,043 [as of 1988]
Truck traffic:58% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:74.9 tons [68.1 metric tons]
Inventory rating:45.0 tons [40.9 metric tons]
Sufficiency rating:90.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201590.2Not deficientGoodVery GoodVery Good1043
April 201388.2Not deficientGoodVery GoodVery Good1043
May 201288.2Not deficientGoodVery GoodVery Good1043
June 201188.2Not deficientGoodVery GoodVery Good1043
June 201090.2Not deficientSatisfactoryVery GoodVery Good1043
April 200990.2Not deficientSatisfactoryVery GoodVery Good1043
April 200890.2Not deficientSatisfactoryVery GoodVery Good1043
May 200790.2Not deficientSatisfactoryVery GoodVery Good1043
April 200690.2Not deficientSatisfactoryVery GoodVery Good1043
December 200490.2Not deficientSatisfactoryVery GoodVery Good1043
October 200290.2Not deficientSatisfactoryVery GoodVery Good1043
October 200190.2Not deficientSatisfactoryVery GoodVery Good1043
October 199990.2Not deficientSatisfactoryVery GoodVery Good1043
October 199890.2Not deficientSatisfactoryVery GoodVery Good1043
October 199590.2Not deficientSatisfactoryExcellentExcellent1043
November 199490.2Not deficientSatisfactoryExcellentExcellent1043
October 199390.2Not deficientSatisfactoryExcellentExcellent1043
November 199290.2Not deficientSatisfactoryExcellentExcellent1043