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QUINCY AVE over CONRAIL N&S RR-RTA 24

Map

Coordinates:
+41.49333, -81.61667
41°29'36" N, 81°37'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:QUINCY AVE over CONRAIL N&S RR-RTA 24
Structure number:1869582
Location:W. OF EAST 105 ST-QUINCY
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:87.6 ft. [26.7 m]
Total length:296.3 ft. [90.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:56°
Owner:City or Municipal Highway Agency [04]
Year built:1912
Year reconstructed:2000
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
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: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,225 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:90.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$464,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201690.9GoodVery GoodVery GoodVery GoodFO7225
May 201593.1GoodVery GoodVery GoodVery GoodFO12800
August 201493.1GoodVery GoodVery GoodVery GoodFO12800
July 201393.1GoodVery GoodVery GoodVery GoodFO12800
November 201293.1GoodVery GoodVery GoodVery GoodFO12800
August 201185.4GoodVery GoodVery GoodVery GoodFO12800
July 201085.4GoodVery GoodExcellentVery GoodFO12800
August 200885.4GoodVery GoodExcellentVery GoodFO12800
August 200685.4GoodExcellentExcellentVery GoodFO12800
May 200385.4GoodExcellentExcellentExcellentFO12800
May 200185.4GoodExcellentExcellentExcellentFO12800
April 199933.3PoorSeriousPoorSeriousSD12800
April 199833.3PoorSeriousPoorSeriousSD12800
April 199733.3PoorSeriousPoorSeriousSD12800
April 199633.3PoorSeriousPoorSeriousSD12800
November 199532.8PoorSeriousPoorSeriousSD12800
June 199432.8PoorSeriousPoorSeriousSD12800
May 199322.4PoorSeriousPoorCriticalSD12800
September 199122.4PoorSeriousPoorCriticalSD12800