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SR1204 over PEMBROKE CREEK

Map

Coordinates:
+36.05789, -76.62646
36°03'28" N, 76°37'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1204 over PEMBROKE CREEK
Structure number:000000000410002
Location:0.5MI.N.JCT.SR 1201
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:23.0 ft. [7.0 m]
Total length:316.0 ft. [96.3 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Owner:State Highway Agency [01]
Year built:1951
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:14
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 2018

Good/Fair/Poor Condition:Fair
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:3,700 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
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:80.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairFairFairFair370080.0
December 2016FairFairFairFair380028.9
December 2014FairFairFairFair360029.4
December 2012FairFairFairFair360029.4
December 2010FairFairFairFair380074.0
December 2008FairFairFairFair430073.5
November 2007FairFairFairFair420074.8
February 2007FairFairFairFair390072.7
May 2005FairFairFairFair390072.7
July 2003FairFairFairFair410055.1
January 2001FairFairFairFair370052.7
February 1999FairFairFairFair400052.3
January 1991FairFairFairFair460040.1