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NB US HIGHWAY 101 over COYOTE CREEK ROAD

Map 

Coordinates:
+37.19028, -121.69278
37°11'25" N, 121°41'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NB US HIGHWAY 101 over COYOTE CREEK ROAD
Structure number:37 0344R
Location:04-SCL-101-R21.25-SJS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:98.1 ft. [29.9 m]
Total length:198.2 ft. [60.4 m]
Roadway width between curbs:67.3 ft. [20.5 m]
Deck width edge-to-edge:70.9 ft. [21.6 m]
Vertical clearance below bridge:23.3 ft. [7.1 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1980
Year reconstructed:2002
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:2
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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201498.0Not deficientVery GoodVery GoodGood62500
September 201298.0Not deficientGoodVery GoodGood62500
October 201098.0Not deficientSatisfactoryVery GoodGood50500
July 200898.0Not deficientSatisfactoryVery GoodGood50500
July 200698.0Not deficientSatisfactoryVery GoodGood50500
March 200593.0Not deficientSeriousVery GoodGood50500
March 200393.0Structurally deficientSeriousVery GoodGood43650
March 200193.9Not deficientSatisfactoryVery GoodGood43650
August 199993.9Not deficientSatisfactoryVery GoodGood43650
March 199793.9Not deficientSatisfactoryVery GoodGood43650
January 207595.1Not deficientGoodGoodVery Good39250
March 199395.5Not deficientGoodGoodVery Good32900
December 198995.5Not deficientVery GoodVery GoodVery Good32900