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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

Good/Fair/Poor Condition:Good
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]
Sufficiency rating:74.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$996,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201574.3GoodGoodGoodGoodFO21700
June 201362.8FairSatisfactoryGoodFairFO21700
June 201174.3FairSatisfactoryGoodSatisfactoryFO21700
July 200974.3FairSatisfactoryGoodSatisfactoryFO21700
June 200774.3FairSatisfactoryGoodSatisfactoryFO21700
August 200574.3FairSatisfactoryGoodSatisfactoryFO21700
November 200364.2FairSatisfactoryGoodFairFO12000
November 200175.5FairSatisfactoryGoodSatisfactoryFO12000
January 200075.5FairSatisfactoryGoodSatisfactoryFO12000
April 199775.5FairSatisfactoryGoodSatisfactoryFO12000
January 199564.6FairGoodGoodFairFO12000
May 199364.6FairGoodGoodFairFO12000
January 199164.6FairGoodGoodFairFO12000