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SECOND STREEET over TRANSIT CENTER

Map 

Coordinates:
+39.10444, -84.52917
39°06'16" N, 84°31'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SECOND STREEET over TRANSIT CENTER
Structure number:3160688
Location:WEST OF INT 2ND & ELM
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:157.2 ft. [47.9 m]
Total length:316.0 ft. [96.3 m]
Roadway width between curbs:77.1 ft. [23.5 m]
Deck width edge-to-edge:91.9 ft. [28.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:2001
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 [3]
Main spans design:Girder and floorbeam system [03]
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:11,928 [as of 2001]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 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]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:97.4 tons [88.5 metric tons]
Inventory rating:58.1 tons [52.8 metric tons]
Sufficiency rating:97.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201597.9Not deficientGoodExcellentVery Good11928
September 201497.9Not deficientGoodExcellentVery Good11928
October 201379.6Functionally obsoleteVery GoodExcellentVery Good11928
August 201279.6Functionally obsoleteVery GoodExcellentVery Good11928
October 201179.6Functionally obsoleteVery GoodExcellentVery Good11928
July 201079.6Functionally obsoleteVery GoodExcellentExcellent11928
June 200979.6Not deficientVery GoodExcellentExcellent11928
June 200879.6Not deficientVery GoodExcellentExcellent11928
August 200779.6Not deficientVery GoodExcellentExcellent11928
September 200679.6Not deficientVery GoodExcellentExcellent11928
November 200579.6Not deficientExcellentExcellentExcellent11928
March 200379.6Not deficientExcellentExcellentExcellent11928
200079.6Not deficient---11928