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STATE ROUTE 168 WB over MCKINLEY AVE, MILL DITCH

Map 

Coordinates:
+36.76500, -119.74944
36°45'54" N, 119°44'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:17.4 ft. [5.3 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: December 2015 

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:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:93.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201593.5FairSatisfactoryVery GoodVery Good-31150
April 201493.5FairSatisfactoryVery GoodGood-31150
January 201294.5FairSatisfactoryVery GoodGood-31150
February 201096.5GoodGoodVery GoodGood-31150
January 200897.5GoodGoodVery GoodGood-31150
January 200697.5GoodGoodVery GoodGood-31150
July 200496.2GoodGoodVery GoodGood-60000
July 200299.0GoodGoodVery GoodGood-60000
June 2001100.0GoodGoodVery GoodGood--