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FRAZIER ST over CSX/AV RR, SALINE ST

Map

Coordinates:
+40.42720, -79.95080
40°25'38" N, 79°57'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FRAZIER ST over CSX/AV RR, SALINE ST
Structure number:000000000002457
Old structure number:027301000031100 (from 1992 edition)
Location:301110 SWINBURNE BRIDGE
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Local (Urban) [19]
Length of largest span:75.1 ft. [22.9 m]
Total length:599.1 ft. [182.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:29.9 ft. [9.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1915
Year reconstructed:1989
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:6
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:6,000 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:32.9 tons [29.9 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Sufficiency rating:34.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$711,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201634.2PoorSatisfactoryPoorPoorSD6000
October 201434.2PoorSatisfactoryPoorPoorSD6000
October 201241.6PoorSatisfactoryPoorPoorSD6000
October 201141.3PoorSatisfactoryPoorPoorSD6000
October 201041.3PoorSatisfactoryPoorPoorSD6000
October 200941.3PoorSatisfactoryPoorPoorSD6000
October 200841.3PoorSatisfactoryPoorFairSD6000
October 200741.3PoorSatisfactoryPoorFairSD6000
December 200627.0FairSatisfactoryFairFairFO6000
October 200526.7FairSatisfactoryFairFairFO6000
October 200426.7FairSatisfactoryFairFairFO6000
November 200326.7FairSatisfactoryFairFairFO6000
October 200255.8FairSatisfactoryFairFair-6000
November 200155.8FairSatisfactoryFairFair-6000
October 200055.8FairSatisfactoryFairFair-6000
November 199955.8FairSatisfactoryFairFair-6000
November 199854.8FairSatisfactoryFairFair-6000
November 199755.8FairSatisfactoryFairSatisfactory-6000
December 199660.0FairSatisfactoryFairSatisfactory-6000
September 199559.9FairSatisfactoryFairSatisfactory-6000
September 199459.9FairSatisfactoryFairSatisfactory-6000
September 199358.9FairSatisfactoryFairSatisfactory-6000
September 199258.9FairSatisfactoryFairSatisfactory-6000
September 199158.9FairSatisfactoryFairSatisfactory-6000