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CLIFFORD STREET over BAINES CREEK

Map

Coordinates:
+36.82911, -76.36445
36°49'45" N, 76°21'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CLIFFORD STREET over BAINES CREEK
Structure number:000000000026832
Location:0.05POWHATAN/0.40CITY PAK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:61.0 ft. [18.6 m]
Total length:184.1 ft. [56.1 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
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: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,299 [as of 2014]
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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:92.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodVery GoodVery GoodGood729992.8
May 2015GoodVery GoodExcellentExcellent729992.8
June 2013GoodVery GoodExcellentExcellent706792.9
May 2013GoodVery GoodExcellentExcellent706792.9
May 2011GoodVery GoodExcellentExcellent706792.9
May 2009GoodVery GoodExcellentExcellent706792.8
July 2007GoodVery GoodExcellentExcellent706792.8
August 2005GoodVery GoodExcellentExcellent706791.9