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ASHLAN AVE over STATE ROUTE 99

Map 

Coordinates:
+36.79333, -119.86500
36°47'36" N, 119°51'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ASHLAN AVE over STATE ROUTE 99
Structure number:42 0140
Location:06-FRE-099-26.55-FRE
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:122.1 ft. [37.2 m]
Total length:368.5 ft. [112.3 m]
Roadway width between curbs:74.8 ft. [22.8 m]
Deck width edge-to-edge:87.9 ft. [26.8 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:50°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1993
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:4
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:17,842 [as of 2010]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 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:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:88.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201588.2Functionally obsoleteVery GoodVery GoodVery Good17842
March 201487.2Structurally deficientPoorVery GoodGood17842
February 201287.2Structurally deficientPoorVery GoodGood17842
January 201090.3Not deficientGoodVery GoodGood17842
December 200790.3Not deficientGoodVery GoodGood17842
December 200590.3Not deficientGoodVery GoodGood17842
May 200490.3Not deficientGoodVery GoodGood17842
November 200191.3Not deficientSatisfactoryVery GoodGood11000
November 199991.3Not deficientGoodVery GoodGood11000
March 199391.2Not deficientGoodGoodGood11000
July 199190.9Not deficientGoodGoodGood20000