Share:

SR 0065 NB over SR 65 SB VARIOUS ST ALLY

Map

Coordinates:
+40.43183, -79.99773
40°25'55" N, 79°59'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR 0065 NB over SR 65 SB VARIOUS ST ALLY
Structure number:000000000000801
Old structure number:020065000200000 (from 1992 edition)
Location:1039 NB FROM FT.DUQ.BR.
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:107.0 ft. [32.6 m]
Total length:1293.0 ft. [394.1 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:13
Main spans material:Steel continuous [4]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,939 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:38.9 tons [35.4 metric tons]
Inventory rating:23.0 tons [20.9 metric tons]
Sufficiency rating:59.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$9,764,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201659.3FairSatisfactoryFairFairFO16939
March 201461.0FairGoodFairFairFO17323
March 201261.1FairGoodFairFairFO17879
March 201043.0PoorSatisfactoryPoorFairSD18072
March 200846.7PoorSatisfactoryPoorFairSD21125
March 200660.1FairSatisfactoryFairFairFO21926
March 200446.2FairSatisfactoryFairFairFO21709
April 200246.2FairSatisfactoryFairFairFO21409
May 200051.0FairSatisfactoryFairFairFO21030
May 199878.3FairSatisfactoryFairFair-20658
May 199678.7FairSatisfactoryFairFair-18225
April 199477.6FairSatisfactoryFairFair-17500
May 199266.0PoorSatisfactoryPoorPoor-104
April 199177.7FairFairFairFair-22807