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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 

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. ratingEvaluationDeckSuper.Sub.ADT
December 201593.5Not deficientSatisfactoryVery GoodVery Good31150
April 201493.5Not deficientSatisfactoryVery GoodGood31150
January 201294.5Not deficientSatisfactoryVery GoodGood31150
February 201096.5Not deficientGoodVery GoodGood31150
January 200897.5Not deficientGoodVery GoodGood31150
January 200697.5Not deficientGoodVery GoodGood31150
July 200496.2Not deficientGoodVery GoodGood60000
July 200299.0Not deficientGoodVery GoodGood60000
June 2001100.0Not deficientGoodVery GoodGood-