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SR 180 EB over UP RR, SJVR, & H STREET

Map 

Coordinates:
+36.74472, -119.80667
36°44'41" N, 119°48'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 180 EB over UP RR, SJVR, & H STREET
Structure number:42 0314R
Location:06-FRE-180-R56.78-FRE
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:141.4 ft. [43.1 m]
Total length:407.8 ft. [124.3 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:26.6 ft. [8.1 m]
Skew angle:
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: December 2016 

Good/Fair/Poor Condition:Good
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:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:86.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201686.9GoodGoodGoodGood-49500
January 201586.9GoodGoodGoodVery Good-49500
February 201387.9FairSatisfactoryVery GoodGood-49500
March 201192.6GoodGoodVery GoodGood-3650
March 200992.6GoodGoodVery GoodGood-3650
March 200792.6GoodGoodVery GoodGood-3650
June 200592.6GoodGoodVery GoodGood-3650
November 200292.6GoodGoodVery GoodGood-3650
November 200092.4GoodGoodVery GoodGood-16250
August 199892.4GoodGoodVery GoodGood-16250