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W168-W180 CONNECTR over CEDAR AVE ON & OFF-RAMPS

Map 

Coordinates:
+36.75611, -119.75083
36°45'22" N, 119°45'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:W168-W180 CONNECTR over CEDAR AVE ON & OFF-RAMPS
Structure number:42 0331F
Location:06-FRE-168S-R0.39-FRE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:123.0 ft. [37.5 m]
Total length:230.0 ft. [70.1 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:25°
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:62,300 [as of 2013]
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:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
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:97.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201597.1Not deficientSatisfactoryVery GoodVery Good62300
April 201496.0Not deficientFairVery GoodGood62300
January 201296.0Not deficientFairVery GoodGood62300
February 201097.1Not deficientGoodVery GoodGood62300
January 200897.1Not deficientGoodVery GoodGood62300
January 200697.1Not deficientGoodVery GoodGood62300
July 200497.2Not deficientGoodVery GoodGood60000
July 2002100.0Not deficientGoodVery GoodGood60000
June 2001100.0Not deficientGoodVery GoodGood-