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WIGHTMAN ST over INTERSTATE 15 & RAMPS

Map 

Coordinates:
+32.74778, -117.10861
32°44'52" N, 117°06'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WIGHTMAN ST over INTERSTATE 15 & RAMPS
Structure number:57 0994
Location:11-SD-015-M4.53-SD
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:128.9 ft. [39.3 m]
Total length:247.1 ft. [75.3 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Historical significance is not determinable at this time [4]
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: December 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,100 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:95.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201595.0FairSatisfactoryVery GoodGoodFO10100
December 201394.0FairFairVery GoodGoodFO10100
January 201295.0FairSatisfactoryVery GoodSatisfactoryFO10100
February 201095.0FairGoodVery GoodSatisfactoryFO10100
March 200895.0FairGoodVery GoodSatisfactoryFO10100
March 200695.0FairGoodVery GoodSatisfactoryFO10100
January 200495.9GoodGoodVery GoodGood-700
January 200299.9GoodGoodVery GoodGood-600
June 200099.9GoodGoodVery GoodGood-600
March 199899.9GoodGoodVery GoodGood-600
April 1996100.0GoodExcellentExcellentExcellent-600