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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 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2008]
Truck traffic:2% 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]
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:38.0 tons [34.5 metric tons]
Inventory rating:23.0 tons [20.9 metric tons]
Sufficiency rating:48.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$98,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201648.3PoorPoorFairFairSD50
August 201450.1FairFairFairFairFO50
August 201250.5FairFairFairFairFO50
August 201050.3FairFairFairFairFO50
August 200850.3FairFairFairSatisfactoryFO50
August 200650.3FairFairFairSatisfactoryFO50
August 200450.0FairFairFairSatisfactoryFO50
September 200250.0FairFairFairSatisfactoryFO50
September 200052.5FairFairFairSatisfactoryFO50
October 199852.5FairFairFairSatisfactoryFO50
February 199742.5PoorFairFairPoorSD50
February 199568.5FairSatisfactorySatisfactorySatisfactoryFO50
February 199368.5FairSatisfactorySatisfactorySatisfactoryFO50
February 199165.5FairSatisfactoryGoodSatisfactoryFO50