Share:

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:29.5 ft. [9.0 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 2014 

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]
Evaluation:Structurally deficient [1]
Sufficiency rating:34.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201434.2Structurally deficientSatisfactoryPoorPoor6000
October 201241.6Structurally deficientSatisfactoryPoorPoor6000
October 201141.3Structurally deficientSatisfactoryPoorPoor6000
October 201041.3Structurally deficientSatisfactoryPoorPoor6000
October 200941.3Structurally deficientSatisfactoryPoorPoor6000
October 200841.3Structurally deficientSatisfactoryPoorFair6000
October 200741.3Structurally deficientSatisfactoryPoorFair6000
December 200627.0Functionally obsoleteSatisfactoryFairFair6000
October 200526.7Functionally obsoleteSatisfactoryFairFair6000
October 200426.7Functionally obsoleteSatisfactoryFairFair6000
November 200326.7Functionally obsoleteSatisfactoryFairFair6000
October 200255.8Not deficientSatisfactoryFairFair6000
November 200155.8Not deficientSatisfactoryFairFair6000
October 200055.8Not deficientSatisfactoryFairFair6000
November 199955.8Not deficientSatisfactoryFairFair6000
November 199854.8Not deficientSatisfactoryFairFair6000
November 199755.8Not deficientSatisfactoryFairSatisfactory6000
December 199660.0Not deficientSatisfactoryFairSatisfactory6000
September 199559.9Not deficientSatisfactoryFairSatisfactory6000
September 199459.9Not deficientSatisfactoryFairSatisfactory6000
September 199358.9Not deficientSatisfactoryFairSatisfactory6000
September 199258.9Not deficientSatisfactoryFairSatisfactory6000
September 199158.9Not deficientSatisfactoryFairSatisfactory6000