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T-388 N MAIN ST over NESCOPECK CREEK

Map

Coordinates:
+41.01530, -76.08080
41°00'55" N, 76°04'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:T-388 N MAIN ST over NESCOPECK CREEK
Structure number:000000000046798
Old structure number:407230038873070 (from 1992 edition)
Location:1 MI NORTH OF CR 40
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:87.9 ft. [26.8 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:2011
Historic significance:Bridge is not eligible for the National Register of Historic Places [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:80 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:99.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodVery GoodGood8099.0
October 2015GoodVery GoodVery GoodGood8099.0
October 2013GoodVery GoodExcellentVery Good8099.0
October 2011GoodVery GoodExcellentVery Good8099.0
October 2008PoorFair-Poor-39.0
October 2006PoorFair-Poor5039.0
October 2004PoorFair-Poor5039.0
October 2003PoorFair-Poor5039.0
December 2001PoorSatisfactoryCriticalPoor5040.0
September 2000PoorSatisfactorySeriousPoor5040.0
October 1999PoorGoodCriticalPoor5040.0
October 1998PoorGoodPoorPoor5040.0
November 1996PoorGoodPoorPoor5040.0
August 1994PoorVery GoodPoorPoor5035.0
August 1993PoorSeriousPoorFair5030.0
July 1992PoorSeriousPoorFair5028.0
May 1990PoorFairPoorFair5031.0