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SR 180 WB over G STREET

Map 

Coordinates:
+36.74389, -119.80889
36°44'38" N, 119°48'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 180 WB over G STREET
Structure number:42 0313L
Location:06-FRE-180-R56.66-FRE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:104.0 ft. [31.7 m]
Total length:195.9 ft. [59.7 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:71.2 ft. [21.7 m]
Vertical clearance below bridge:18.4 ft. [5.6 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]
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: January 2015 

Status:Open, no restriction [A]
Average daily traffic:49,500 [as of 2009]
Truck traffic:5% 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:Equal to present minimum criteria [6]
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:94.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201594.3Not deficientVery GoodVery GoodVery Good49500
February 201393.3Not deficientFairVery GoodGood49500
March 201197.7Not deficientFairVery GoodGood3650
March 200997.7Not deficientFairVery GoodGood3650
March 200798.7Not deficientFairVery GoodGood3650
June 200599.7Not deficientGoodVery GoodGood3650
November 200299.7Not deficientGoodVery GoodGood3650
November 200097.5Not deficientGoodVery GoodGood16250
August 199897.5Not deficientGoodVery GoodGood16250