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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: January 2017 

Good/Fair/Poor Condition:Poor
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:Fair [5 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]
Sufficiency rating:38.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$656,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201738.0PoorFairFairCriticalSD3101
February 201538.0PoorFairSatisfactoryCriticalSD3101
March 201338.0PoorFairSatisfactoryCriticalSD3101
October 201138.0PoorFairSatisfactoryCriticalSD3101
December 200971.3FairFairSatisfactorySatisfactory-3300
January 200861.5FairFairSatisfactoryFair-3300
November 200561.5FairFairSatisfactoryFair-3300
November 200362.5FairFairSatisfactoryFair-3300
November 200162.5FairFairGoodFair-3300
February 200172.5FairFairGoodSatisfactory-3300
November 199972.5FairFairGoodSatisfactory-3300
December 199673.6FairSatisfactoryGoodGood-3300
September 199460.6FairFairFairFair-3300
April 199255.9FairFairFairFair-3300