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SR573 CRAIG RD over US 95 & PCC CHANNEL

Map 

Coordinates:
+36.24028, -115.24667
36°14'25" N, 115°14'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR573 CRAIG RD over US 95 & PCC CHANNEL
Structure number:I1219
Location:LAS VEGAS
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:109.9 ft. [33.5 m]
Total length:216.9 ft. [66.1 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:97.1 ft. [29.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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 2014 

Status:Open, no restriction [A]
Average daily traffic:36,500 [as of 2012]
Truck traffic:3% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:85.5 tons [77.7 metric tons]
Inventory rating:51.4 tons [46.7 metric tons]
Sufficiency rating:87.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201487.2Not deficientGoodGoodGood36500
January 201286.1Not deficientGoodGoodGood31500
January 201085.3Not deficientGoodGoodGood31500
January 200886.1Not deficientGoodGoodGood31500
November 200586.4Not deficientGoodGoodGood29150
December 200389.9Not deficientSatisfactorySatisfactoryGood20000
October 200186.4Not deficientSatisfactorySatisfactoryVery Good43295
January 200088.5Not deficientVery GoodVery GoodVery Good29150
March 199888.5Not deficientVery GoodVery GoodVery Good29150
January 199690.4Not deficientVery GoodVery GoodVery Good15805
December 199394.6Not deficientVery GoodVery GoodVery Good2500
November 199189.6Not deficientVery GoodVery GoodVery Good2400