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PETERS CK. RD. EXT over PETERS CREEK

Map

Coordinates:
+37.29320, -80.00652
37°17'36" N, 80°00'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PETERS CK. RD. EXT over PETERS CREEK
Structure number:000000000025424
Location:0.3 MI. S. MELROSE AVE.
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:75.1 ft. [22.9 m]
Total length:192.9 ft. [58.8 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:83.7 ft. [25.5 m]
Skew angle:31°
Owner:City or Municipal Highway Agency [04]
Year built:1998
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: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: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15,162 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodGoodGoodGood15162100.0
October 2016FairSatisfactoryGoodGood15162100.0
October 2014FairSatisfactoryGoodGood15000100.0
October 2012FairSatisfactoryGoodGood15000100.0
October 2010GoodGoodGoodGood15590100.0
September 2008GoodGoodGoodGood15590100.0
September 2006GoodVery GoodGoodGood15853100.0
September 2004GoodGoodVery GoodGood16261100.0