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SB US HIGHWAY 101 over COYOTE CREEK

Map 

Coordinates:
+37.23889, -121.76417
37°14'20" N, 121°45'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SB US HIGHWAY 101 over COYOTE CREEK
Structure number:37 0346L
Location:04-SCL-101-R26.47-SJS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:176.2 ft. [53.7 m]
Total length:474.1 ft. [144.5 m]
Roadway width between curbs:92.2 ft. [28.1 m]
Deck width edge-to-edge:95.1 ft. [29.0 m]
Skew angle:49°
Owner:State Highway Agency [01]
Year built:1980
Year reconstructed: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: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: February 2015 

Status:Open, no restriction [A]
Average daily traffic:50,000 [as of 2009]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:80.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201580.0Not deficientSatisfactoryGoodSatisfactory50000
February 201380.0Not deficientSatisfactoryGoodSatisfactory50000
March 201180.0Not deficientSatisfactoryGoodSatisfactory50500
March 200980.0Not deficientSatisfactoryGoodSatisfactory50500
February 200780.0Not deficientSatisfactoryGoodSatisfactory50500
March 200578.0Structurally deficientSeriousVery GoodGood50500
March 200378.0Structurally deficientSeriousVery GoodGood43650
March 200182.0Not deficientFairVery GoodGood43650
August 199982.0Not deficientFairVery GoodGood43650
March 199782.0Not deficientFairVery GoodGood43650
January 199583.0Not deficientGoodGoodGood70000
March 199395.5Not deficientGoodGoodGood32900
December 198995.5Not deficientVery GoodVery GoodVery Good32900