+36.75500, -119.75083
36°45'18" N, 119°45'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:E180-E168 CONNECTR over STATE ROUTE 180 & RAMPS
Structure number:42 0327G
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:183.1 ft. [55.8 m]
Total length:941.6 ft. [287.0 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:18.7 ft. [5.7 m]
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:6
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 2016 

Status:Open, no restriction [A]
Average daily traffic:21,000 [as of 2009]
Truck traffic:3% of total traffic
Deck condition:Good [7 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:98.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201698.0Not deficientGoodVery GoodVery Good21000
January 201498.0Not deficientSatisfactoryVery GoodGood21000
January 201295.1Not deficientSatisfactoryVery GoodGood60000
February 201095.1Not deficientSatisfactoryGoodGood60000
January 200895.1Not deficientSatisfactoryGoodGood60000
February 200695.1Not deficientSatisfactoryVery GoodGood60000
July 200495.1Not deficientSatisfactoryVery GoodGood60000
July 200298.0Not deficientSatisfactoryVery GoodGood60000
January 1999100.0Not deficient----