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BLOSSOM HILL RD over CANOAS CREEK

Map 

Coordinates:
+37.25056, -121.84139
37°15'02" N, 121°50'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BLOSSOM HILL RD over CANOAS CREEK
Structure number:37C0106
Location:2.0 MI E ALMADEN EXP
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:17.1 ft. [5.2 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:100.1 ft. [30.5 m]
Deck width edge-to-edge:122.1 ft. [37.2 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1962
Year reconstructed:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:20,400 [as of 2000]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:49.2 tons [44.7 metric tons]
Inventory rating:29.6 tons [26.9 metric tons]
Sufficiency rating:90.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201590.8Not deficientGoodGoodVery Good20400
June 201390.8Not deficientGoodGoodSatisfactory20400
June 201190.8Not deficientGoodGoodSatisfactory20400
July 200990.8Not deficientGoodGoodSatisfactory20400
June 200788.9Not deficientGoodGoodGood20400
August 200588.9Not deficientGoodGoodGood20400
November 200386.3Not deficientGoodGoodGood37790
December 200186.3Not deficientGoodGoodGood37790
January 200086.3Not deficientGoodGoodGood37790
August 199455.4Structurally deficientGoodGoodPoor37790
May 199355.4Structurally deficientGoodGoodPoor37790
January 199155.4Structurally deficientGoodGoodPoor37790