Share:

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:16.4 ft. [5.0 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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:55.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$3,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201555.3Functionally obsoleteFairFairFair12824
May 201353.3Structurally deficientPoorFairFair12824
May 201156.3Functionally obsoleteSatisfactoryFairFair12824
May 200956.3Functionally obsoleteSatisfactoryFairFair12824
May 200756.3Functionally obsoleteSatisfactoryFairFair12824
May 200555.2Functionally obsoleteSatisfactoryFairFair12824
July 200357.2Not deficientSatisfactoryFairFair12824
June 200159.0Not deficientSatisfactoryFairSatisfactory12824
June 199967.4Not deficientSatisfactorySatisfactorySatisfactory12824
July 199756.0Not deficientGoodFairFair12824
November 199556.4Not deficientGoodFairFair12824
February 199455.4Functionally obsoleteFairFairFair12824
December 199155.4Functionally obsoleteFairFairFair12824