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SR 180 EB over G STREET

Map 

Coordinates:
+36.74389, -119.80861
36°44'38" N, 119°48'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 180 EB over G STREET
Structure number:42 0313R
Location:06-FRE-180-R56.67-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:196.5 ft. [59.9 m]
Roadway width between curbs:86.3 ft. [26.3 m]
Deck width edge-to-edge:89.6 ft. [27.3 m]
Vertical clearance below bridge:19.0 ft. [5.8 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: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:93.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201593.3Not deficientGoodVery GoodVery Good49500
February 201394.3Not deficientSatisfactoryVery GoodGood49500
March 201198.7Not deficientGoodSatisfactoryGood3650
March 200998.7Not deficientGoodSatisfactoryGood3650
March 200799.7Not deficientGoodVery GoodGood3650
June 200599.7Not deficientGoodVery GoodGood3650
November 200299.7Not deficientGoodVery GoodGood3650
November 200097.5Not deficientGoodVery GoodGood16250
August 199897.5Not deficientGoodVery GoodGood16250