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STATE ROUTE 180 over N99-W180 CONNECTOR

Map 

Coordinates:
+36.74167, -119.81278
36°44'30" N, 119°48'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ROUTE 180 over N99-W180 CONNECTOR
Structure number:42 0312R
Location:06-FRE-180-R56.41-FRE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:160.4 ft. [48.9 m]
Total length:160.4 ft. [48.9 m]
Roadway width between curbs:55.1 ft. [16.8 m]
Deck width edge-to-edge:58.7 ft. [17.9 m]
Vertical clearance below bridge:26.2 ft. [8.0 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:2003
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 - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:8,000 [as of 1999]
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:Basically intolerable requiring high priority of corrrective action [3]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201694.6Functionally obsoleteSatisfactoryVery GoodVery Good8000
April 201494.6Functionally obsoleteSatisfactoryVery GoodGood8000
February 201298.6Not deficientGoodVery GoodGood8000
March 201098.8Not deficientGoodVery GoodGood3300
February 200898.8Not deficientGoodVery GoodGood3300
February 200698.8Not deficientGoodVery GoodGood3300