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US17 BUS over MILL CREEK

Map

Coordinates:
+36.20289, -76.45723
36°12'10" N, 76°27'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US17 BUS over MILL CREEK
Structure number:000000001430019
Old structure number:000000000143019 (from 1992 edition)
Location:0.1 MI. N. OF JCT. NC37
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:20.0 ft. [6.1 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:8
Main spans material:Steel continuous [4]
Main spans 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: December 2017

Good/Fair/Poor Condition:Poor
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:3,300 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:6.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017PoorFairPoorPoor33006.0
December 2015PoorFairPoorPoor33006.0
December 2013PoorFairPoorPoor33006.0
December 2011PoorFairPoorPoor30006.0
December 2009FairFairFairFair360059.2
December 2007PoorFairFairPoor330041.3
November 2005FairFairFairFair330056.1
March 2004FairFairFairFair270060.7
February 2002FairFairFairFair280049.4
February 2000FairFairFairFair180056.7
February 1998FairFairFairFair280052.6
January 1996FairFairFairFair280052.6
March 1994PoorFairPoorFair100030.8
February 1992FairSatisfactoryFairFair200040.8