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PIEDMONT ROAD 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 ROAD over PENITENCIA CREEK
Structure number:37C0135L
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:42.0 ft. [12.8 m]
Deck width edge-to-edge:54.5 ft. [16.6 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

Good/Fair/Poor Condition:Fair
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:Meets minimum tolerable limits to be left in place as is [4]
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 the assessed or calculated scour condition. [8]
Operating rating:82.3 tons [74.8 metric tons]
Inventory rating:49.5 tons [45.0 metric tons]
Sufficiency rating:79.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201579.0FairSatisfactoryGoodGood-8893
April 201179.0FairSatisfactoryGoodGood-8893
November 200779.0FairSatisfactoryGoodGood-8893
December 200679.0GoodGoodGoodGood-8893
April 200474.0GoodGoodGoodGood-8893
June 200279.0GoodGoodGoodGood-8893
January 200279.0GoodGoodGoodGood-8893
December 200079.0GoodGoodGoodGood-8893
September 199779.0GoodGoodGoodGood-8893
September 199579.2GoodVery GoodVery GoodVery Good-8893
August 199379.2GoodVery GoodVery GoodVery Good-8893
September 199179.2GoodVery GoodVery GoodVery Good-8893