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STATE ROUTE 16 over TAYLOR CREEK

Map

Coordinates:
+38.72139, -122.13861
38°43'17" N, 122°08'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STATE ROUTE 16 over TAYLOR CREEK
Structure number:22 0024
Location:03-YOL-016-20.14
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:25.9 ft. [7.9 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Owner:State Highway Agency [01]
Year built:1912
Year reconstructed:1954
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,000 [as of 2013]
Truck traffic:13% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:30.3 tons [27.5 metric tons]
Inventory rating:18.2 tons [16.5 metric tons]
Sufficiency rating:43.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$351,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201543.4FairVery GoodGoodSatisfactoryFO12000
March 201354.8FairGoodFairSatisfactory-5000
March 201152.8FairSatisfactorySatisfactoryFairFO7700
April 200952.8FairSatisfactorySatisfactoryFairFO7700
March 200721.6FairSatisfactorySatisfactoryFairSD7700
April 200521.6FairSatisfactorySatisfactoryFairSD7700
March 20039.0PoorSatisfactoryFairSeriousSD3340
September 20019.0PoorSatisfactoryFairSeriousSD3340
December 19999.0PoorSatisfactoryFairSeriousSD3340
March 19979.0PoorGoodFairPoorSD3340
June 199532.5Fair-SatisfactorySatisfactorySD3600
September 199342.3Fair-SatisfactorySatisfactorySD2300
November 199142.3Fair-SatisfactorySatisfactorySD2300