Share:

DOREL DRIVE over PENITENCIA CREEK

Map 

Coordinates:
+37.39500, -121.82778
37°23'42" N, 121°49'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DOREL DRIVE over PENITENCIA CREEK
Structure number:37C0753
Location:PENITENCIA CREEK RD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:41.0 ft. [12.5 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:55 [as of 1981]
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:21.3 tons [19.4 metric tons]
Sufficiency rating:74.1

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201774.1FairFairGoodGood-55
March 201575.1FairSatisfactoryGoodSatisfactory-55
April 201375.1FairSatisfactoryGoodSatisfactory-55
April 201191.5FairSatisfactoryGoodSatisfactory-50
March 200791.5FairSatisfactoryGoodSatisfactory-50
February 200591.5FairSatisfactoryGoodGood-50
February 200391.5FairSatisfactoryGoodSatisfactory-50
June 200191.5FairSatisfactoryGoodSatisfactory-50
December 199891.5FairSatisfactoryGoodSatisfactory-50
February 199580.6FairGoodGoodFair-50
May 199380.6FairGoodGoodFair-50
May 199180.6FairGoodGoodFair-50