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N101-N85 CONNECTOR over COYOTE CREEK

Map 

Coordinates:
+37.24000, -121.76444
37°14'24" N, 121°45'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N101-N85 CONNECTOR over COYOTE CREEK
Structure number:37 0346G
Location:04-SCL-101-R26.60-SJS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:221.1 ft. [67.4 m]
Total length:773.0 ft. [235.6 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Skew angle:62°
Owner:State Highway Agency [01]
Year built:1994
Historic significance:Historical significance is not determinable at this time [4]
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: February 2015 

Status:Open, no restriction [A]
Average daily traffic:16,800 [as of 2001]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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: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: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:90.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201590.2Not deficientSatisfactoryGoodGood16800
February 201390.2Not deficientSatisfactoryGoodGood16800
March 201190.2Not deficientSatisfactoryGoodGood16800
March 200990.2Not deficientSatisfactoryGoodGood16800
February 200790.2Not deficientSatisfactoryGoodGood16800
March 200588.1Not deficientSatisfactoryGoodGood16800
March 200392.7Not deficientSatisfactoryGoodGood7050
March 200192.7Not deficientGoodVery GoodGood7050
August 199992.7Not deficientGoodVery GoodGood7050
March 199792.7Not deficientGoodVery GoodGood7050
November 199487.0Not deficient---20000