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HUGHES-WEST DIAGNL over DRY CREEK CANAL

Map 

Coordinates:
+36.73417, -119.82861
36°44'03" N, 119°49'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HUGHES-WEST DIAGNL over DRY CREEK CANAL
Structure number:42C0626
Location:0.1 MI SOUTH OF SR 180
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:11.2 ft. [3.4 m]
Total length:24.6 ft. [7.5 m]
Roadway width between curbs:97.1 ft. [29.6 m]
Deck width edge-to-edge:99.1 ft. [30.2 m]
Skew angle:26°
Owner:City or Municipal Highway Agency [04]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2013 

Status:Open, no restriction [A]
Average daily traffic:862 [as of 2009]
Truck traffic:3% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [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]
Sufficiency rating:96.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201396.8Not deficient---862
November 200997.0Not deficient---1
November 200597.0Not deficient---1
November 200397.0Not deficient---1