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RTE. 351 PEMBR. AV over HAMPTON CREEK

Map

Coordinates:
+37.03162, -76.33854
37°01'54" N, 76°20'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE. 351 PEMBR. AV over HAMPTON CREEK
Structure number:000000000026382
Location:0.60 TO 258 /0.80 TO 134
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:86.9 ft. [26.5 m]
Total length:750.0 ft. [228.6 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance above deck:16.7 ft. [5.1 m]
Skew angle:27°
Owner:City or Municipal Highway Agency [04]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:9
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: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,730 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:70.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodGoodGoodGood873070.7
June 2015GoodGoodGoodGood873070.5
June 2013GoodGoodGoodGood1218669.4
September 2011GoodGoodGoodGood1218679.4
July 2009GoodGoodGoodGood1218679.4
July 2007GoodGoodGoodGood1218679.4
July 2005GoodExcellentVery GoodVery Good1218679.4
August 2003GoodExcellentExcellentExcellent1218679.4