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BULLARD AVE over STATE ROUTE 41

Map 

Coordinates:
+36.82278, -119.78528
36°49'22" N, 119°47'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BULLARD AVE over STATE ROUTE 41
Structure number:42 0303
Location:06-FRE-041-R29.46-FRE
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:107.0 ft. [32.6 m]
Total length:216.9 ft. [66.1 m]
Roadway width between curbs:83.7 ft. [25.5 m]
Deck width edge-to-edge:107.9 ft. [32.9 m]
Vertical clearance above deck:19.7 ft. [6.0 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1988
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:18,162 [as of 1998]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:88.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201488.1Not deficientGoodVery GoodGood18162
April 201287.1Not deficientFairSatisfactoryGood18162
April 201087.1Not deficientFairSatisfactoryGood18162
April 200887.1Not deficientFairSatisfactoryGood18162
March 200687.1Not deficientFairSatisfactoryGood18162
November 200486.0Functionally obsoleteFairVery GoodGood18162
June 200287.0Functionally obsoleteGoodVery GoodGood18162
September 199887.0Functionally obsoleteGoodVery GoodGood18162
January 199691.5Not deficientExcellentExcellentExcellent18162
February 199491.5Not deficientExcellentExcellentExcellent18162
December 199191.5Not deficientExcellentExcellentExcellent18162