Share:

ATWATER JORDAN RD over ATWATER CANAL

Map

Coordinates:
+37.33083, -120.65889
37°19'51" N, 120°39'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ATWATER JORDAN RD over ATWATER CANAL
Structure number:39C0286
Location:0.3 MI W CENTRAL AVENUE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:16.7 ft. [5.1 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1928
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,206 [as of 2008]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:32.5 tons [29.5 metric tons]
Inventory rating:22.8 tons [20.7 metric tons]
Sufficiency rating:63.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$127,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201663.7FairGoodGoodSatisfactoryFO1206
January 201463.7FairGoodGoodSatisfactoryFO1206
January 201255.8GoodGoodGoodGoodFO500
March 201054.8GoodGoodGoodGoodFO520
January 200854.8GoodGoodGoodGoodFO520
January 200654.8GoodGoodGoodGoodFO520
June 200454.8GoodGoodGoodGoodFO520
March 200454.8GoodGoodGoodGoodFO520
March 200254.8GoodGoodGoodGoodFO520
March 200054.8GoodGoodGoodGoodFO520
March 199854.8FairGoodGoodSatisfactoryFO520
February 199654.6FairSatisfactoryGoodGoodFO520
March 199454.6FairSatisfactoryGoodGoodFO520
February 199255.9FairSatisfactoryGoodGoodFO520