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SR 180 WB over FIRST STREET

Map 

Coordinates:
+36.75472, -119.77250
36°45'17" N, 119°46'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 180 WB over FIRST STREET
Structure number:42 0323L
Location:06-FRE-180-R58.86-FRE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:83.0 ft. [25.3 m]
Total length:166.0 ft. [50.6 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:59.4 ft. [18.1 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1999
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 2016 

Status:Open, no restriction [A]
Average daily traffic:68,000 [as of 2005]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 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: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:82.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201682.0Not deficientVery GoodGoodVery Good68000
January 201482.0Not deficientGoodVery GoodGood68000
January 201281.0Not deficientFairSatisfactoryGood68000
January 201085.2Not deficientSatisfactoryVery GoodGood58000
October 200585.2Not deficientSatisfactoryVery GoodGood58000
September 200485.2Not deficientSatisfactoryVery GoodGood58000
September 2002100.0Not deficientGoodVery GoodGood-
November 2000100.0Not deficientGoodVery Good--
January 1999100.0Not deficient----