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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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:95.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201595.0Functionally obsoleteSatisfactoryVery GoodGood10100
December 201394.0Functionally obsoleteFairVery GoodGood10100
January 201295.0Functionally obsoleteSatisfactoryVery GoodSatisfactory10100
February 201095.0Functionally obsoleteGoodVery GoodSatisfactory10100
March 200895.0Functionally obsoleteGoodVery GoodSatisfactory10100
March 200695.0Functionally obsoleteGoodVery GoodSatisfactory10100
January 200495.9Not deficientGoodVery GoodGood700
January 200299.9Not deficientGoodVery GoodGood600
June 200099.9Not deficientGoodVery GoodGood600
March 199899.9Not deficientGoodVery GoodGood600
April 1996100.0Not deficientExcellentExcellentExcellent600