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ADAMS AVENUE over INTERSTATE 15 & RAMP

Map 

Coordinates:
+32.76306, -117.10917
32°45'47" N, 117°06'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ADAMS AVENUE over INTERSTATE 15 & RAMP
Structure number:57 0500
Location:11-SD-015-M5.60-SD
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:100.1 ft. [30.5 m]
Total length:268.4 ft. [81.8 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1960
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,600 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:52.0 tons [47.3 metric tons]
Inventory rating:26.1 tons [23.7 metric tons]
Sufficiency rating:79.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201579.3FairSatisfactoryVery GoodVery Good-18600
December 201376.1PoorPoorVery GoodGoodSD18600
January 201289.3FairSatisfactoryVery GoodSatisfactory-18600
February 201089.3FairGoodVery GoodSatisfactory-18600
March 200889.3FairGoodVery GoodSatisfactory-18600
March 200689.3FairGoodVery GoodSatisfactory-18600
January 200487.0FairGoodVery GoodSatisfactory-20000
December 200187.4FairGoodVery GoodSatisfactory-18200
March 199887.4FairSatisfactoryVery GoodGood-18200
April 199686.5GoodVery GoodVery GoodVery Good-18200
March 199486.5GoodVery GoodVery GoodVery Good-18200
January 199286.5GoodVery GoodVery GoodVery Good-18200