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CAPITOL AVE over PENITENCIA CREEK

Map 

Coordinates:
+37.38194, -121.85500
37°22'55" N, 121°51'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CAPITOL AVE over PENITENCIA CREEK
Structure number:37C0521
Location:BTWN BERYSA RD-MABURY RD
Purpose:Carries highway and railroad over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:63.3 ft. [19.3 m]
Total length:129.9 ft. [39.6 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:126.6 ft. [38.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2017 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:11,000 [as of 1976]
Truck traffic:2% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:90.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201790.8PoorPoorGoodGoodSD11000
March 201590.8PoorPoorVery GoodGoodSD11000
April 201390.8PoorPoorVery GoodGoodSD11000
April 201192.9GoodGoodVery GoodGood-11000
March 200792.9GoodGoodVery GoodGood-11000
February 200593.9GoodGoodGoodGood-11000
February 200393.9GoodGoodGoodGood-11000
June 200193.9GoodGoodGoodGood-11000
September 200093.9GoodGoodGoodGood-11000
February 199582.4FairSatisfactoryFairSatisfactory-11000
May 199393.7GoodGoodGoodGood-11000
March 199193.7GoodGoodGoodGood-11000