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ALMADEN EXPRESSWAY over GUADALUPE CREEK

Map 

Coordinates:
+37.24500, -121.86167
37°14'42" N, 121°51'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ALMADEN EXPRESSWAY over GUADALUPE CREEK
Structure number:37C0041
Location:NEAR COLEMAN RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:44.0 ft. [13.4 m]
Total length:112.5 ft. [34.3 m]
Roadway width between curbs:99.4 ft. [30.3 m]
Deck width edge-to-edge:122.1 ft. [37.2 m]
Skew angle:11°
Owner:County Highway Agency [02]
Year built:1965
Year reconstructed:1977
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:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:58,310 [as of 2004]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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:42.5 tons [38.6 metric tons]
Inventory rating:30.3 tons [27.5 metric tons]
Sufficiency rating:85.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201685.9Not deficientGoodVery GoodGood58310
February 201489.8Not deficientGoodGoodGood58310
December 201289.8Not deficientSatisfactoryGoodGood58310
December 201077.6Not deficientGoodFairSatisfactory58310
August 200879.6Not deficientGoodFairSatisfactory46080
October 200679.6Not deficientGoodFairSatisfactory46080
December 200479.6Not deficientGoodFairSatisfactory46080
October 200281.9Not deficientGoodFairSatisfactory31858
December 200181.9Not deficientGoodFairSatisfactory31858
June 200081.9Not deficientGoodFairSatisfactory31858
March 199881.9Not deficientGoodFairSatisfactory31858
March 199693.2Not deficientVery GoodVery GoodVery Good31858
March 199493.2Not deficientVery GoodVery GoodVery Good31858
March 199293.2Not deficientVery GoodVery GoodVery Good31858
February 198993.2Not deficientVery GoodVery GoodVery Good31858