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MISSION ST over GOMER AND GREELY STREETS

Map

Coordinates:
+40.42324, -79.97440
40°25'24" N, 79°58'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MISSION ST over GOMER AND GREELY STREETS
Structure number:000000000002427
Old structure number:027301000030600 (from 1992 edition)
Location:301060 MISSION ST EAST
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:91.9 ft. [28.0 m]
Total length:225.1 ft. [68.6 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Vertical clearance below bridge:24.0 ft. [7.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1939
Year reconstructed:1982
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:3
Main spans material:Steel continuous [4]
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: September 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:650 [as of 2009]
Truck traffic:5% of total traffic
Deck condition:Fair [5 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:42.9 tons [39.0 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:63.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$432,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201663.9FairFairFairFair-650
September 201463.7FairFairFairFair-650
September 201264.4FairFairFairFair-650
September 201164.4FairFairFairFair-650
September 201063.9FairFairFairFair-650
September 200963.9FairFairFairSatisfactory-650
September 200863.9FairFairFairSatisfactory-650
September 200759.8FairFairFairSatisfactoryFO650
August 200659.8FairFairFairSatisfactoryFO650
September 200559.5FairFairFairSatisfactoryFO650
October 200459.5FairFairFairSatisfactoryFO650
November 200359.5FairFairFairSatisfactoryFO650
December 200259.5FairFairFairSatisfactoryFO650
November 200159.5FairFairFairSatisfactoryFO650
December 200059.5FairFairFairSatisfactoryFO650
October 199859.5FairFairSatisfactoryFairFO650
December 199756.5FairFairFairSatisfactoryFO650
December 199657.8FairFairFairSatisfactoryFO650
May 199559.3FairFairFairSatisfactoryFO650
May 199424.2FairFairFairSatisfactoryFO650
April 199324.2FairFairFairSatisfactoryFO650
May 199224.2FairFairFairSatisfactoryFO623
May 199124.3FairFairFairSatisfactoryFO600