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COUNTY RD 311 over DEEP CUT (BAXTER) CREEK

Map

Coordinates:
+40.29251, -120.45538
40°17'33" N, 120°27'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY RD 311 over DEEP CUT (BAXTER) CREEK
Structure number:07C0073
Location:1.75 MI E OF CR A 3
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.9 ft. [7.6 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Skew angle:18°
Owner:County Highway Agency [02]
Year built:1988
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:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:150 [as of 1987]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:91.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2015GoodGoodGoodVery Good15091.4
September 2013FairFairGoodGood15090.4
September 2011FairFairGoodGood15090.4
October 2009FairFairGoodGood15093.4
September 2007FairSatisfactoryGoodGood15094.4
November 2005FairFairGoodGood15093.4
October 2003FairSatisfactoryGoodGood15094.4
September 2001FairSatisfactoryGoodGood15094.4
September 1999FairSatisfactoryGoodGood15094.4
October 1995GoodVery GoodVery GoodVery Good15090.9
August 1993GoodVery GoodVery GoodVery Good15090.9
November 1992GoodVery GoodVery GoodVery Good15090.9
July 1990GoodVery GoodVery GoodVery Good15090.9