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PIEDMONT RD over PENITENCIA CREEK

Map 

Coordinates:
+37.39167, -121.84167
37°23'30" N, 121°50'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PIEDMONT RD over PENITENCIA CREEK
Structure number:37C0135R
Location:NEAR PENITENCIA CREEK RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:44.0 ft. [13.4 m]
Total length:112.9 ft. [34.4 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1975
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:8,893 [as of 1998]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:82.3 tons [74.8 metric tons]
Inventory rating:49.5 tons [45.0 metric tons]
Sufficiency rating:95.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201595.2Not deficientSatisfactoryGoodGood8893
April 201195.2Not deficientSatisfactoryGoodGood8893
November 200795.2Not deficientSatisfactoryGoodGood8893
December 200695.2Not deficientGoodGoodGood8893
April 200490.2Not deficientGoodGoodGood8893
March 200395.2Not deficientGoodGoodGood8893
December 200095.2Not deficientGoodGoodGood8893
September 199795.2Not deficientGoodGoodGood8893
September 199595.3Not deficientVery GoodVery GoodVery Good8893
August 199395.3Not deficientVery GoodVery GoodVery Good8893
September 199195.3Not deficientVery GoodVery GoodVery Good8893