T-309 over PENNS CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.


+40.87060, -77.18340
40°52'14" N, 77°11'00" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:T-309 over PENNS CREEK
Structure number:000000000033592
Old structure number:597204030900240 (from 1992 edition)
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:164.1 ft. [50.0 m]
Total length:167.0 ft. [50.9 m]
Roadway width between curbs:13.8 ft. [4.2 m]
Deck width edge-to-edge:15.1 ft. [4.6 m]
Vertical clearance above deck:12.5 ft. [3.8 m]
Owner:County Highway Agency [02]
Year built:1904
Year reconstructed:1949
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:125 [as of 2017]
Deck condition:Serious [3 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:19.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,251,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017PoorSeriousPoorFair12519.3
March 2015PoorSeriousPoorFair12519.4
March 2013PoorPoorPoorFair12515.5
March 2011PoorPoorPoorFair12516.7
March 2009PoorFairPoorSatisfactory12519.2
October 2007PoorFairPoorSatisfactory12519.2
October 2005PoorFairPoorSatisfactory12519.2
October 2004PoorFairPoorSatisfactory12519.2
October 2003PoorFairPoorSatisfactory12519.2
October 2002PoorFairPoorSatisfactory12519.2
September 2001PoorFairPoorSatisfactory12519.2
September 2000PoorFairPoorSatisfactory12524.8
September 1999PoorFairSeriousSatisfactory12516.7
September 1998PoorFairSeriousSatisfactory8117.1
September 1997PoorFairSeriousSatisfactory8117.1
September 1996PoorFairPoorSatisfactory8123.9
September 1995PoorFairPoorSatisfactory8123.9
November 1994FairFairFairFair8119.1
September 1993FairFairFairFair8117.9
September 1992FairFairFairSatisfactory8117.9
October 1991FairFairSatisfactoryGood7526.4