Share:

ASHLAN AVENUE over STATE ROUTE 41

Map 

Coordinates:
+36.79389, -119.78472
36°47'38" N, 119°47'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ASHLAN AVENUE over STATE ROUTE 41
Structure number:42 0277
Location:06-FRE-041-R27.47-FRE
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:111.9 ft. [34.1 m]
Total length:228.0 ft. [69.5 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Vertical clearance below bridge:18.7 ft. [5.7 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1979
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 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:20,500 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:109.8 tons [99.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:64.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,558,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201664.6PoorVery GoodPoorVery GoodSD20500
April 201492.0FairFairVery GoodGood-20500
March 201293.1FairSatisfactoryVery GoodGood-20500
April 201093.1FairSatisfactoryVery GoodGood-20500
April 200893.1FairSatisfactoryVery GoodGood-20500
March 200693.1FairSatisfactoryVery GoodGood-20500
November 200493.1FairSatisfactoryVery GoodGood-20500
June 200293.1GoodGoodVery GoodGood-20500
September 199893.0GoodGoodVery GoodGood-20500
October 199693.0GoodGoodVery GoodGood-20500
July 199492.9GoodVery GoodVery GoodGood-20500
June 199292.9GoodVery GoodVery GoodGood-20500