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TENTH STREET BR over I376 AND CSX RR

Map

Coordinates:
+40.43131, -79.98889
40°25'53" N, 79°59'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:TENTH STREET BR over I376 AND CSX RR
Structure number:000000000002388
Old structure number:027301000023910 (from 1992 edition)
Location:MA11 SOUTH 10TH ST BRDG
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:725.1 ft. [221.0 m]
Total length:1275.0 ft. [388.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:3280.7 ft. [999.9 m]
Owner:County Highway Agency [02]
Year built:1933
Year reconstructed:1994
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Suspension [13]
Deck type:Closed Grating [4]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,372 [as of 2005]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:61.8 tons [56.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:56.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201556.9FairSatisfactorySatisfactoryFairFO18372
May 201356.9FairSatisfactorySatisfactoryFairFO18372
May 201156.9FairSatisfactorySatisfactoryFairFO18372
June 200956.9FairSatisfactorySatisfactoryFairFO18372
June 200768.6FairSatisfactorySatisfactorySatisfactoryFO18372
December 200568.6FairSatisfactorySatisfactorySatisfactoryFO18372
June 200568.6FairSatisfactorySatisfactorySatisfactoryFO18372
June 200369.7FairSatisfactorySatisfactorySatisfactoryFO18372
June 200168.6FairSatisfactorySatisfactoryGood-18372
May 199968.6FairSatisfactoryGoodGood-18372
November 199668.6GoodGoodGoodGood-18372
November 199468.4GoodGoodGoodGood-18372
February 199446.8PoorGoodPoorFairSD18372
October 199146.8PoorGoodPoorFairSD18372
September 198972.5FairGoodSatisfactorySatisfactoryFO12990