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STATE ROUTE 168 WB over SHAW AVENUE

Map 

Coordinates:
+36.80833, -119.73333
36°48'30" N, 119°43'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ROUTE 168 WB over SHAW AVENUE
Structure number:42 0342L
Location:06-FRE-168S-R4.26-FRE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:150.6 ft. [45.9 m]
Total length:288.4 ft. [87.9 m]
Roadway width between curbs:76.4 ft. [23.3 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Skew angle:36°
Owner:State Highway Agency [01]
Year built:1999
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:34,500 [as of 2009]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 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:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201597.4Not deficientVery GoodVery GoodVery Good34500
April 201497.4Not deficientGoodVery GoodGood34500
January 201296.3Not deficientFairVery GoodGood34500
February 201097.9Not deficientSatisfactoryVery GoodGood24000
January 200897.9Not deficientSatisfactoryVery GoodGood24000
January 200697.9Not deficientSatisfactoryVery GoodGood24000
July 200496.2Not deficientSatisfactoryVery GoodGood60000
July 200299.0Not deficientSatisfactoryVery GoodGood60000