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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
May 201556.9Functionally obsoleteSatisfactorySatisfactoryFair18372
May 201356.9Functionally obsoleteSatisfactorySatisfactoryFair18372
May 201156.9Functionally obsoleteSatisfactorySatisfactoryFair18372
June 200956.9Functionally obsoleteSatisfactorySatisfactoryFair18372
June 200768.6Functionally obsoleteSatisfactorySatisfactorySatisfactory18372
June 200568.6Functionally obsoleteSatisfactorySatisfactorySatisfactory18372
December 200568.6Functionally obsoleteSatisfactorySatisfactorySatisfactory18372
June 200369.7Functionally obsoleteSatisfactorySatisfactorySatisfactory18372
June 200168.6Not deficientSatisfactorySatisfactoryGood18372
May 199968.6Not deficientSatisfactoryGoodGood18372
November 199668.6Not deficientGoodGoodGood18372
November 199468.4Not deficientGoodGoodGood18372
February 199446.8Structurally deficientGoodPoorFair18372
October 199146.8Structurally deficientGoodPoorFair18372
September 198972.5Functionally obsoleteGoodSatisfactorySatisfactory12990