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BAILEY AVE over COYOTE CREEK

Map 

Coordinates:
+37.20833, -121.72611
37°12'30" N, 121°43'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BAILEY AVE over COYOTE CREEK
Structure number:37C0711
Location:JUST WEST OF HWY 101
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:132.9 ft. [40.5 m]
Total length:488.9 ft. [149.0 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:98.1 ft. [29.9 m]
Skew angle:17°
Owner:City or Municipal Highway Agency [04]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:6,200 [as of 2000]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201495.8Not deficientGoodVery GoodGood6200
March 201295.8Not deficientGoodVery GoodGood6200
April 201095.8Not deficientGoodVery GoodGood6200
March 200895.8Not deficientGoodVery GoodGood6200
December 200696.8Not deficientGoodVery GoodGood6200
January 200696.8Not deficientGoodVery GoodGood6200