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E BELMONT AVE over DRY CREEK CANAL

Map 

Coordinates:
+36.75000, -119.80083
36°45'00" N, 119°48'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E BELMONT AVE over DRY CREEK CANAL
Structure number:42C0130
Location:EAST OF BROADWAY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:21.0 ft. [6.4 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Skew angle:14°
Owner:City or Municipal Highway Agency [04]
Year built:1989
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:15,700 [as of 2009]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:93.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201593.5Structurally deficientPoorGoodGood15700
March 201393.5Structurally deficientPoorGoodGood15700
October 201193.5Structurally deficientPoorGoodGood15700
December 200993.5Structurally deficientPoorGoodGood15700
January 200893.5Structurally deficientPoorGoodGood15700
November 200593.5Structurally deficientPoorGoodGood15700
November 200393.5Structurally deficientPoorGoodGood15700
November 200195.5Not deficientFairGoodGood15700
November 199995.5Not deficientFairGoodGood15700
October 199496.8Not deficientGoodGoodVery Good15700
April 199296.8Not deficientGoodGoodVery Good15700