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STATE ROUTE 41 SB over CHURCH AVENUE

Map 

Coordinates:
+36.71417, -119.78444
36°42'51" N, 119°47'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ROUTE 41 SB over CHURCH AVENUE
Structure number:42 0265L
Location:06-FRE-041-R21.60-FRE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:130.6 ft. [39.8 m]
Total length:130.6 ft. [39.8 m]
Roadway width between curbs:62.7 ft. [19.1 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:17,250 [as of 2009]
Truck traffic:5% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:94.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201494.3Not deficientVery GoodGoodVery Good17250
October 201293.3Not deficientFairVery GoodGood17250
April 201193.3Not deficientFairVery GoodGood17250
July 200996.3Not deficientGoodVery GoodGood17750
October 200697.3Not deficientGoodVery GoodGood17750
February 200298.1Not deficientGoodVery GoodGood9800
January 199898.1Not deficientGoodVery GoodGood9800