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REDWOOD ROAD over HINEBAUGH CREEK

Map

Coordinates:
+38.35038, -122.71657
38°21'01" N, 122°42'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:REDWOOD ROAD over HINEBAUGH CREEK
Structure number:20C0466
Location:0.3 MI N RONNERT PK EXPWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:14.1 ft. [4.3 m]
Total length:65.0 ft. [19.8 m]
Roadway width between curbs:63.0 ft. [19.2 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,000 [as of 2012]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:89.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2017Fair6 out of 10400089.9
June 2015Good7 out of 10400089.9
July 2013Fair6 out of 10400089.9
June 2012Fair6 out of 10400089.9
July 2010Fair5 out of 10293086.5
June 2008Fair5 out of 10293086.5
June 2006Fair5 out of 10293086.5
July 2004Fair5 out of 10293086.5
July 2002Fair5 out of 10293086.5
December 2000Fair5 out of 10293086.5
October 1998Good7 out of 10293097.6
May 1996Good7 out of 10293097.6
April 1994Good7 out of 10293097.6
June 1992Good7 out of 10293097.6