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STATE ROUTE 168 WB over MCKINLEY AVE, MILL DITCH

Map

Coordinates:
+36.76476, -119.74939
36°45'53" N, 119°44'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STATE ROUTE 168 WB over MCKINLEY AVE, MILL DITCH
Structure number:42 0335L
Location:06-FRE-168S-R0.97-FRE
Purpose:Carries highway over highway and waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:119.4 ft. [36.4 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:68.9 ft. [21.0 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
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:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:31,150 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:92.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairFairGoodGood3115092.4
December 2015FairSatisfactoryVery GoodVery Good3115093.5
April 2014FairSatisfactoryVery GoodGood3115093.5
January 2012FairSatisfactoryVery GoodGood3115094.5
February 2010GoodGoodVery GoodGood3115096.5
January 2008GoodGoodVery GoodGood3115097.5
January 2006GoodGoodVery GoodGood3115097.5
July 2004GoodGoodVery GoodGood6000096.2
July 2002GoodGoodVery GoodGood6000099.0
June 2001GoodGoodVery GoodGood-100.0