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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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,043 [as of 1988]
Truck traffic:58% of total traffic
Deck condition:Satisfactory [6 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:78.1 tons [71.0 metric tons]
Inventory rating:46.6 tons [42.4 metric tons]
Sufficiency rating:90.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201690.2FairSatisfactoryVery GoodVery Good-1043
May 201590.2GoodGoodVery GoodVery Good-1043
April 201388.2GoodGoodVery GoodVery Good-1043
May 201288.2GoodGoodVery GoodVery Good-1043
June 201188.2GoodGoodVery GoodVery Good-1043
June 201090.2FairSatisfactoryVery GoodVery Good-1043
April 200990.2FairSatisfactoryVery GoodVery Good-1043
April 200890.2FairSatisfactoryVery GoodVery Good-1043
May 200790.2FairSatisfactoryVery GoodVery Good-1043
April 200690.2FairSatisfactoryVery GoodVery Good-1043
December 200490.2FairSatisfactoryVery GoodVery Good-1043
October 200290.2FairSatisfactoryVery GoodVery Good-1043
October 200190.2FairSatisfactoryVery GoodVery Good-1043
October 199990.2FairSatisfactoryVery GoodVery Good-1043
October 199890.2FairSatisfactoryVery GoodVery Good-1043
October 199590.2FairSatisfactoryExcellentExcellent-1043
November 199490.2FairSatisfactoryExcellentExcellent-1043
October 199390.2FairSatisfactoryExcellentExcellent-1043
November 199290.2FairSatisfactoryExcellentExcellent-1043