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MCCARTHY-WB 237 ON over COYOTE CREEK

Map 

Coordinates:
+37.42306, -121.92639
37°25'23" N, 121°55'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MCCARTHY-WB 237 ON over COYOTE CREEK
Structure number:37 0084K
Location:04-SCL-237-8.72-SJS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:157.5 ft. [48.0 m]
Total length:416.7 ft. [127.0 m]
Roadway width between curbs:47.2 ft. [14.4 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Skew angle:55°
Owner:State Highway Agency [01]
Year built:2000
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:3
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:6,000 [as of 2003]
Truck traffic:9% 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:Superior to present desirable criteria [9]
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:97.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201497.4Not deficientGoodVery GoodGood6000
April 201296.4Not deficientFairVery GoodGood6000
May 201096.4Not deficientFairVery GoodGood6000
April 200897.4Not deficientSatisfactoryVery GoodGood6000
April 200697.4Not deficientSatisfactoryVery GoodGood6000
March 200497.4Not deficientGoodVery GoodGood6000
May 200297.4Not deficientGoodVery GoodGood6000
November 200099.4Not deficientGoodVery GoodGood6000