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GANGES WY over STREETS RUN CREEK

Map 

Coordinates:
+40.37995, -79.93471
40°22'48" N, 79°56'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GANGES WY over STREETS RUN CREEK
Structure number:000000000002414
Old structure number:027301000030380 (from 1992 edition)
Location:301038 AT CALERA ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:41.0 ft. [12.5 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:9.8 ft. [3.0 m]
Deck width edge-to-edge:14.1 ft. [4.3 m]
Skew angle:37°
Owner:City or Municipal Highway Agency [04]
Year built:1951
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Other [00]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:50 [as of 2008]
Truck traffic:2% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:37.8 tons [34.4 metric tons]
Inventory rating:22.9 tons [20.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:50.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201450.1Functionally obsoleteFairFairFair50
August 201250.5Functionally obsoleteFairFairFair50
August 201050.3Functionally obsoleteFairFairFair50
August 200850.3Functionally obsoleteFairFairSatisfactory50
August 200650.3Functionally obsoleteFairFairSatisfactory50
August 200450.0Functionally obsoleteFairFairSatisfactory50
September 200250.0Functionally obsoleteFairFairSatisfactory50
September 200052.5Functionally obsoleteFairFairSatisfactory50
October 199852.5Functionally obsoleteFairFairSatisfactory50
February 199742.5Structurally deficientFairFairPoor50
February 199568.5Functionally obsoleteSatisfactorySatisfactorySatisfactory50
February 199368.5Functionally obsoleteSatisfactorySatisfactorySatisfactory50
February 199165.5Functionally obsoleteSatisfactoryGoodSatisfactory50