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

Map 

Coordinates:
+40.46167, -80.00500
40°27'42" N, 80°00'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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]
Vertical clearance below bridge:98.4 ft. [30.0 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 

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]
Evaluation:Structurally deficient [1]
Sufficiency rating:52.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$3,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201552.9Structurally deficientPoorFairFair5700
May 201352.9Structurally deficientPoorFairFair5700
May 201152.5Structurally deficientPoorFairFair5700
May 200935.4Structurally deficientPoorPoorFair5700
May 200756.1Functionally obsoleteFairFairSatisfactory5700
May 200560.1Functionally obsoleteFairFairSatisfactory5700
June 200360.1Functionally obsoleteFairFairSatisfactory5700
June 200160.1Functionally obsoleteFairFairSatisfactory5700
June 199958.1Functionally obsoleteFairFairSatisfactory5700
20000.0Not applicable---100873
June 199758.1Not deficientFairFairSatisfactory5700
June 199548.9Not deficientFairFairSatisfactory57000
May 199354.7Not deficientFairFairSatisfactory11000
June 199158.3Not deficientFairFairSatisfactory5500