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N SAN PABLO AVE over DRY CREEK CANAL

Map 

Coordinates:
+36.75500, -119.79500
36°45'18" N, 119°47'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N SAN PABLO AVE over DRY CREEK CANAL
Structure number:42C0228
Location:AT ELIZABETH ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:17.1 ft. [5.2 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Skew angle:36°
Owner:City or Municipal Highway Agency [04]
Year built:1935
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:3,101 [as of 2003]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Critical [2 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2]
Operating rating:30.3 tons [27.5 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:38.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201538.0Structurally deficientFairSatisfactoryCritical3101
March 201338.0Structurally deficientFairSatisfactoryCritical3101
October 201138.0Structurally deficientFairSatisfactoryCritical3101
December 200971.3Not deficientFairSatisfactorySatisfactory3300
January 200861.5Not deficientFairSatisfactoryFair3300
November 200561.5Not deficientFairSatisfactoryFair3300
November 200362.5Not deficientFairSatisfactoryFair3300
November 200162.5Not deficientFairGoodFair3300
February 200172.5Not deficientFairGoodSatisfactory3300
November 199972.5Not deficientFairGoodSatisfactory3300
December 199673.6Not deficientSatisfactoryGoodGood3300
September 199460.6Not deficientFairFairFair3300
April 199255.9Not deficientFairFairFair3300