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MIRAMAR WAY over INTERSTATE 15 & HOV

Map 

Coordinates:
+32.88056, -117.10833
32°52'50" N, 117°06'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MIRAMAR WAY over INTERSTATE 15 & HOV
Structure number:57 0907
Location:11-SD-015-M13.33-SD
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:223.1 ft. [68.0 m]
Total length:445.9 ft. [135.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:19°
Owner:State Highway Agency [01]
Year built:1982
Year reconstructed:1989
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:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:15,000 [as of 2010]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201697.6Not deficientSatisfactoryGoodVery Good15000
January 201496.6Not deficientFairVery GoodGood15000
February 201296.6Not deficientFairGoodGood15000
February 201097.6Not deficientGoodGoodGood15000
April 200897.6Not deficientGoodGoodGood15000
May 200697.6Not deficientGoodGoodGood15000
January 200497.6Not deficientGoodGoodGood15000
January 200297.7Not deficientGoodVery GoodGood14040
July 200097.7Not deficientGoodVery GoodGood14040
March 199897.7Not deficientGoodVery GoodGood14040
January 199697.9Not deficientVery GoodVery GoodVery Good14040
March 199497.9Not deficientVery GoodVery GoodVery Good14040
February 199297.9Not deficientVery GoodVery GoodVery Good14040