Share:

SIXTH STREET BR over 10TH ST BYPASS,ALLEGH RV

Map

Coordinates:
+40.44550, -80.00330
40°26'44" N, 80°00'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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:833.4 ft. [254.0 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 2017

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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Sufficiency rating:58.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,488,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairFairFairFair1282458.4
May 2015FairFairFairFair1282455.3
May 2013PoorPoorFairFair1282453.3
May 2011FairSatisfactoryFairFair1282456.3
May 2009FairSatisfactoryFairFair1282456.3
May 2007FairSatisfactoryFairFair1282456.3
May 2005FairSatisfactoryFairFair1282455.2
March 2005Fair--Fair1282458.0
July 2003FairSatisfactoryFairFair1282457.2
June 2001FairSatisfactoryFairSatisfactory1282459.0
June 1999FairSatisfactorySatisfactorySatisfactory1282467.4
July 1997FairGoodFairFair1282456.0
November 1995FairGoodFairFair1282456.4
February 1994FairFairFairFair1282455.4
December 1991FairFairFairFair1282455.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.11000
Steel Protective Coatingsq. ft.10,75310,753000