Share:

SWINDELL BR over I279,HOV,RAMP G,EAST ST

Map

Coordinates:
+40.46167, -80.00500
40°27'42" N, 80°00'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SWINDELL BR over I279,HOV,RAMP G,EAST ST
Structure number:000000000002456
Old structure number:027301000031090 (from 1992 edition)
Location:301109 SWINDELL BRIDGE
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:545.0 ft. [166.1 m]
Total length:1097.2 ft. [334.4 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1930
Year reconstructed:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Truss - Deck [09]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:5,700 [as of 2003]
Truck traffic:6% of total traffic
Deck condition:Poor [4 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]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:52.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$3,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201552.9PoorPoorFairFairSD5700
May 201352.9PoorPoorFairFairSD5700
May 201152.5PoorPoorFairFairSD5700
May 200935.4PoorPoorPoorFairSD5700
May 200756.1FairFairFairSatisfactoryFO5700
May 200560.1FairFairFairSatisfactoryFO5700
June 200360.1FairFairFairSatisfactoryFO5700
June 200160.1FairFairFairSatisfactoryFO5700
June 199958.1FairFairFairSatisfactoryFO5700
June 199758.1FairFairFairSatisfactory-5700
June 199548.9FairFairFairSatisfactory-57000
May 199354.7FairFairFairSatisfactory-11000
June 199158.3FairFairFairSatisfactory-5500