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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 2015 

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:Very Good [8 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]
Evaluation:Structurally deficient [1]
Sufficiency rating:90.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201590.8Structurally deficientPoorVery GoodGood11000
April 201390.8Structurally deficientPoorVery GoodGood11000
April 201192.9Not deficientGoodVery GoodGood11000
March 200792.9Not deficientGoodVery GoodGood11000
February 200593.9Not deficientGoodGoodGood11000
February 200393.9Not deficientGoodGoodGood11000
June 200193.9Not deficientGoodGoodGood11000
September 200093.9Not deficientGoodGoodGood11000
February 199582.4Not deficientSatisfactoryFairSatisfactory11000
May 199393.7Not deficientGoodGoodGood11000
March 199193.7Not deficientGoodGoodGood11000