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T302 BOWMAN HOLLOW over TRIBUTARY MEHOOPANY CR.

Map

Coordinates:
+41.52699, -76.12313
41°31'37" N, 76°07'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:T302 BOWMAN HOLLOW over TRIBUTARY MEHOOPANY CR.
Structure number:000000000037321
Old structure number:657206030200020 (from 1992 edition)
Location:FORKSTON, INT. W/ MAIN ST
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:27.9 ft. [8.5 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:18.4 ft. [5.6 m]
Deck width edge-to-edge:19.0 ft. [5.8 m]
Owner:Town or Township Highway Agency [03]
Year built:1930
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2011]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating:77.9 tons [70.8 metric tons]
Sufficiency rating:75.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201575.9FairGoodSatisfactoryFair-100
May 201375.9FairGoodSatisfactoryFair-100
May 201187.0FairGoodSatisfactorySatisfactory-100
May 200987.0FairGoodSatisfactorySatisfactory-100
May 200793.0FairGoodSatisfactorySatisfactory-100
May 200593.0FairGoodSatisfactorySatisfactory-100
May 200393.0FairGoodSatisfactorySatisfactory-100
June 200193.0FairGoodSatisfactorySatisfactory-100
June 199993.0FairGoodSatisfactorySatisfactory-100
June 199786.2FairGoodGoodSatisfactory-100
May 199586.0FairGoodGoodSatisfactory-100
June 199332.7PoorGoodGoodPoorSD100
June 199156.5PoorVery GoodVery GoodPoorSD100