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W ALMA AVE over GUADALUPE RIVER

Map 

Coordinates:
+37.30917, -121.88556
37°18'33" N, 121°53'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:W ALMA AVE over GUADALUPE RIVER
Structure number:37C0056
Location:0.5 MI W ALMADAN AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:49.9 ft. [15.2 m]
Total length:103.0 ft. [31.4 m]
Roadway width between curbs:46.9 ft. [14.3 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Skew angle:12°
Owner:City or Municipal Highway Agency [04]
Year built:1954
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:2
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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:21,700 [as of 2005]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:67.8 tons [61.6 metric tons]
Inventory rating:40.6 tons [36.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$996,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201574.3Functionally obsoleteGoodGoodGood21700
June 201362.8Functionally obsoleteSatisfactoryGoodFair21700
June 201174.3Functionally obsoleteSatisfactoryGoodSatisfactory21700
July 200974.3Functionally obsoleteSatisfactoryGoodSatisfactory21700
June 200774.3Functionally obsoleteSatisfactoryGoodSatisfactory21700
August 200574.3Functionally obsoleteSatisfactoryGoodSatisfactory21700
November 200364.2Functionally obsoleteSatisfactoryGoodFair12000
November 200175.5Functionally obsoleteSatisfactoryGoodSatisfactory12000
January 200075.5Functionally obsoleteSatisfactoryGoodSatisfactory12000
April 199775.5Functionally obsoleteSatisfactoryGoodSatisfactory12000
January 199564.6Functionally obsoleteGoodGoodFair12000
May 199364.6Functionally obsoleteGoodGoodFair12000
January 199164.6Functionally obsoleteGoodGoodFair12000