W180-N&S99 CONNCTR over N99-W180 CONNECTOR


+36.74167, -119.81333
36°44'30" N, 119°48'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:W180-N&S99 CONNCTR over N99-W180 CONNECTOR
Structure number:42 0312F
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:158.8 ft. [48.4 m]
Total length:162.1 ft. [49.4 m]
Roadway width between curbs:50.2 ft. [15.3 m]
Deck width edge-to-edge:53.5 ft. [16.3 m]
Skew angle:32°
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:101 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:94.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201594.0Not deficientGoodGoodVery Good101
March 201395.0Not deficientSatisfactoryVery GoodGood101
March 201195.0Not deficientSatisfactoryVery GoodGood101
March 200995.0Not deficientSatisfactoryVery GoodGood101
March 200795.0Not deficientSatisfactoryVery GoodGood101
June 200595.0Not deficientGoodVery GoodGood101
November 200295.0Not deficientGoodVery GoodGood101
November 200095.0Not deficientGoodVery GoodGood101
August 199895.0Not deficientGoodVery GoodGood101