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PEBBLE RD over DUCK CRK

Map 

Coordinates:
+36.02806, -115.14833
36°01'41" N, 115°08'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PEBBLE RD over DUCK CRK
Structure number:B2082
Location:SOUTHEAST OF LAS VEGAS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:35.8 ft. [10.9 m]
Total length:71.5 ft. [21.8 m]
Roadway width between curbs:79.7 ft. [24.3 m]
Deck width edge-to-edge:96.5 ft. [29.4 m]
Owner:County Highway Agency [02]
Year built:1994
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:2,750 [as of 2012]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [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:78.2 tons [71.1 metric tons]
Inventory rating:46.6 tons [42.4 metric tons]
Sufficiency rating:97.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201597.7Not deficientSatisfactorySatisfactoryGood2750
October 201397.7Not deficientSatisfactorySatisfactoryGood2750
October 201197.6Not deficientSatisfactorySatisfactoryGood2750
October 200997.6Not deficientSatisfactorySatisfactoryGood2750
October 200797.6Not deficientSatisfactorySatisfactoryGood2750
January 200697.7Not deficientGoodGoodGood2500
February 200496.7Not deficientGoodGoodGood2500
January 200296.6Not deficientGoodGoodVery Good2500
November 199996.6Not deficientVery GoodVery GoodVery Good2500
January 199996.6Not deficientVery GoodVery GoodVery Good2500