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 2014 

Status:Open, no restriction [A]
Average daily traffic:20,500 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Fair [5 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: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:35.9 tons [32.6 metric tons]
Sufficiency rating:92.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201492.0Not deficientFairVery GoodGood20500
March 201293.1Not deficientSatisfactoryVery GoodGood20500
April 201093.1Not deficientSatisfactoryVery GoodGood20500
April 200893.1Not deficientSatisfactoryVery GoodGood20500
March 200693.1Not deficientSatisfactoryVery GoodGood20500
November 200493.1Not deficientSatisfactoryVery GoodGood20500
June 200293.1Not deficientGoodVery GoodGood20500
September 199893.0Not deficientGoodVery GoodGood20500
October 199693.0Not deficientGoodVery GoodGood20500
July 199492.9Not deficientVery GoodVery GoodGood20500
June 199292.9Not deficientVery GoodVery GoodGood20500