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W180-S41 CONNECTOR over FIRST STREET

Map 

Coordinates:
+36.75500, -119.77250
36°45'18" N, 119°46'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:W180-S41 CONNECTOR over FIRST STREET
Structure number:42 0323K
Location:06-FRE-180-R58.87-FRE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:87.9 ft. [26.8 m]
Total length:175.9 ft. [53.6 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:23.3 ft. [7.1 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:11,250 [as of 2010]
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: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:95.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201695.3Not deficientGoodVery GoodVery Good11250
January 201295.3Not deficientGoodVery GoodGood11250
January 201092.2Structurally deficientPoorSatisfactoryGood11250
October 200792.2Not deficientPoorSatisfactoryGood11250
October 200592.2Not deficientPoorVery GoodGood11250
September 200495.3Not deficientSatisfactoryVery GoodGood11250
September 2002100.0Not deficientGoodVery GoodGood-
November 2000100.0Not deficientGoodVery Good--
January 1999100.0Not deficient----