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ALMADEN EXPWY over GUADALUPE RIVER

Map 

Coordinates:
+37.28667, -121.88167
37°17'12" N, 121°52'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ALMADEN EXPWY over GUADALUPE RIVER
Structure number:37C0071
Location:0.01 MI N LINCOLN AVE
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:100.1 ft. [30.5 m]
Total length:285.1 ft. [86.9 m]
Roadway width between curbs:44.3 ft. [13.5 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Skew angle:48°
Owner:County Highway Agency [02]
Year built:1973
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:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:40,840 [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:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:94.7 tons [86.1 metric tons]
Inventory rating:56.9 tons [51.7 metric tons]
Sufficiency rating:76.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201676.9Not deficientGoodVery GoodGood40840
September 201376.9Not deficientGoodGoodGood40840
August 201137.4Structurally deficientSeriousPoorFair40840
April 200975.8Not deficientGoodGoodGood40840
June 200775.8Not deficientGoodGoodGood40840
September 200592.1Not deficientGoodGoodGood40840
April 200494.4Not deficientGoodGoodGood39931
September 200294.4Not deficientGoodGoodGood39931
June 200094.4Not deficientGoodGoodGood39931
June 199794.4Not deficientGoodGoodGood39931
July 199594.0Not deficientVery GoodVery GoodVery Good39931
May 199394.0Not deficientVery GoodVery GoodVery Good39931
May 199294.0Not deficientVery GoodVery GoodVery Good39931
December 199094.0Not deficientVery GoodVery GoodVery Good39931