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NB US HIGHWAY 101 over COYOTE CREEK

Map 

Coordinates:
+37.16917, -121.66944
37°10'09" N, 121°40'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NB US HIGHWAY 101 over COYOTE CREEK
Structure number:37 0349R
Location:04-SCL-101-R19.21-SJS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:156.2 ft. [47.6 m]
Total length:410.1 ft. [125.0 m]
Roadway width between curbs:67.6 ft. [20.6 m]
Deck width edge-to-edge:71.2 ft. [21.7 m]
Skew angle:34°
Owner:State Highway Agency [01]
Year built:1980
Year reconstructed:2003
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: September 2014 

Status:Open, no restriction [A]
Average daily traffic:62,500 [as of 2009]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 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:84.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201484.3Not deficientVery GoodVery GoodVery Good62500
September 201284.3Not deficientGoodVery GoodGood62500
October 201090.5Not deficientGoodVery GoodGood50500
July 200890.5Not deficientGoodVery GoodGood50500
July 200690.5Not deficientGoodVery GoodGood50500
August 200384.9Not deficientSeriousVery GoodGood50500
September 200188.8Structurally deficientSeriousVery GoodGood41850
March 200190.9Structurally deficientPoorVery GoodGood41850
August 199990.9Structurally deficientPoorVery GoodGood41850
March 199794.1Not deficientGoodVery GoodGood41850
January 199595.1Not deficientGoodGoodVery Good39250
March 199395.5Not deficientGoodGoodVery Good32900
December 198995.5Not deficientVery GoodGoodVery Good32900