ALHAMBRA BLVD over US 50, 50-51-99 RAMPS


+38.55833, -121.47000
38°33'30" N, 121°28'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:ALHAMBRA BLVD over US 50, 50-51-99 RAMPS
Structure number:24 0229
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:104.0 ft. [31.7 m]
Total length:360.3 ft. [109.8 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:1968
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:4
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: October 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:18,300 [as of 2005]
Truck traffic:8% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:68.8 tons [62.5 metric tons]
Inventory rating:41.4 tons [37.6 metric tons]
Sufficiency rating:93.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201593.4GoodGoodGoodGood-18300
October 201393.4FairSatisfactoryGoodGood-18300
October 201193.4FairSatisfactoryGoodGood-18300
October 200993.4FairSatisfactoryGoodGood-18300
October 200793.4GoodGoodGoodGood-18300
October 200593.4GoodGoodGoodGood-18300
November 200494.5GoodGoodGoodVery Good-10500
October 200194.5GoodGoodGoodVery Good-10500
January 199792.5GoodGoodGoodVery GoodFO10500
November 199492.3FairGoodGoodSatisfactoryFO10500
December 199292.3FairGoodGoodSatisfactoryFO10500
December 199092.3GoodGoodGoodGoodFO10500