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W ASHLAN AVE over MOTEL DR, WEBER AV,UP RR

Map 

Coordinates:
+36.79361, -119.86083
36°47'37" N, 119°51'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:W ASHLAN AVE over MOTEL DR, WEBER AV,UP RR
Structure number:42C0590
Location:1/4 MI EAST OF ROUTE 99
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:147.0 ft. [44.8 m]
Total length:504.9 ft. [153.9 m]
Roadway width between curbs:57.1 ft. [17.4 m]
Deck width edge-to-edge:68.9 ft. [21.0 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1982
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:5
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: December 2014 

Status:Open, no restriction [A]
Average daily traffic:37,000 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 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: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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:84.2 tons [76.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:80.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201480.6Not deficientSatisfactoryVery GoodVery Good37000
March 201377.1Structurally deficientPoorVery GoodGood37000
December 201083.9Structurally deficientPoorVery GoodSatisfactory20000
December 200883.9Structurally deficientPoorVery GoodSatisfactory20000
November 200685.9Structurally deficientPoorVery GoodGood20000
December 200485.9Structurally deficientPoorVery GoodSatisfactory20000
November 200285.9Structurally deficientPoorVery GoodSatisfactory20000
November 200093.6Not deficientFairVery GoodSatisfactory6000
20000.0Not applicable---2500
December 199894.7Not deficientSatisfactoryVery GoodGood6000
April 199789.5Not deficientSatisfactoryVery GoodGood6000
July 199587.5Functionally obsoleteSatisfactoryGoodSatisfactory6000
May 199387.5Functionally obsoleteSatisfactoryGoodSatisfactory6000
December 199083.3Functionally obsoleteSatisfactoryGoodSatisfactory6000