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SR1354 over MILL POND CREEK

Map

Coordinates:
+36.40744, -76.36247
36°24'27" N, 76°21'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1354 over MILL POND CREEK
Structure number:000000001390055
Old structure number:000000000139055 (from 1992 edition)
Location:0.9 MI.W.JCT. US158
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:63.0 ft. [19.2 m]
Total length:65.0 ft. [19.8 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:2017
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,400 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodVery GoodVery GoodVery Good140096.1
May 2015FairSatisfactorySatisfactoryFair32047.4
May 2013FairFairFairFair140041.2
May 2011FairFairFairFair140041.2
May 2009FairFairFairFair160040.7
May 2007FairFairFairFair140036.8
May 2005FairFairFairFair160024.2
April 2003FairFairFairFair130025.2
April 2001FairFairFairFair150029.7
June 1999FairFairFairFair120030.5
July 1997FairFairFairFair140036.8
April 1995FairFairFairFair120037.1
June 1993FairFairFairFair120030.4
April 1991FairFairFairFair25041.9