Share:

T-646 W. CREEK RD over PAXTON RUN

Map

Coordinates:
+40.11630, -77.56480
40°06'59" N, 77°33'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:T-646 W. CREEK RD over PAXTON RUN
Structure number:000000000017682
Old structure number:287207064630650 (from 1992 edition)
Location:1.22 MI. SW OF SR 696
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:42.0 ft. [12.8 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2009]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:96.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodGood20096.9
October 2015GoodGoodVery GoodGood20096.9
October 2013GoodGoodVery GoodGood20096.9
October 2011GoodGoodVery GoodGood20096.9
October 2009GoodGoodVery GoodGood20096.9
September 2007GoodVery GoodVery GoodGood20096.9
November 2005GoodVery GoodVery GoodGood20096.9
November 2003GoodVery GoodVery GoodGood20097.5
January 2002GoodVery GoodVery GoodGood20097.5
June 1999GoodVery GoodVery GoodGood20099.0
July 1997GoodVery GoodVery GoodVery Good200100.0
May 1995GoodVery GoodVery GoodVery Good200100.0
May 1993GoodGoodVery GoodVery Good200100.0
June 1991GoodGoodVery GoodVery Good200100.0