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SIXTH STREET BR over 10TH ST BYPASS,ALLEGH RV

Map 

Coordinates:
+40.44434, -80.00283
40°26'40" N, 80°00'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SIXTH STREET BR over 10TH ST BYPASS,ALLEGH RV
Structure number:000000000002381
Old structure number:027301000020120 (from 1992 edition)
Location:AL02 6 ST TO NORTH SIDE
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:430.1 ft. [131.1 m]
Total length:995.1 ft. [303.3 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Vertical clearance below bridge:3280.7 ft. [999.9 m]
Owner:County Highway Agency [02]
Year built:1928
Year reconstructed:1995
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 continuous [4]
Main spans design:Suspension [13]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,824 [as of 2005]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:56.9 tons [51.7 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:55.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$3,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201555.3FairFairFairFairFO12824
May 201353.3PoorPoorFairFairSD12824
May 201156.3FairSatisfactoryFairFairFO12824
May 200956.3FairSatisfactoryFairFairFO12824
May 200756.3FairSatisfactoryFairFairFO12824
May 200555.2FairSatisfactoryFairFairFO12824
July 200357.2FairSatisfactoryFairFair-12824
June 200159.0FairSatisfactoryFairSatisfactory-12824
June 199967.4FairSatisfactorySatisfactorySatisfactory-12824
July 199756.0FairGoodFairFair-12824
November 199556.4FairGoodFairFair-12824
February 199455.4FairFairFairFairFO12824
December 199155.4FairFairFairFairFO12824