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LABATH AVE over HINEBAUGH CREEK

Map

Coordinates:
+38.35039, -122.72114
38°21'01" N, 122°43'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LABATH AVE over HINEBAUGH CREEK
Structure number:20C0465
Location:0.2 MI N ROHNERT PK EXPWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:11.2 ft. [3.4 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1979
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: July 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:800 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:55.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$387,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2017Poor4 out of 1080055.1
July 2013Good7 out of 1080085.5
July 2010Good7 out of 1080085.5
June 2008Fair5 out of 1080073.4
June 2006Fair5 out of 1080073.4
July 2004Fair5 out of 1080073.4
July 2002Fair5 out of 1080073.4
December 2000Good7 out of 1080085.5
October 1998Good7 out of 1080085.5
April 1994Good7 out of 1080087.1
June 1992Good7 out of 1080087.1