Share:

FAU 608 - PECOS RD over DUCK CREEK

Map 

Coordinates:
+36.06056, -115.10028
36°03'38" N, 115°06'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 608 - PECOS RD over DUCK CREEK
Structure number:B2074
Location:LAS VEGAS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:43.0 ft. [13.1 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:86.9 ft. [26.5 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Owner:County Highway Agency [02]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span 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:19,000 [as of 2014]
Truck traffic:5% of total traffic
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:73.5 tons [66.8 metric tons]
Inventory rating:44.2 tons [40.2 metric tons]
Sufficiency rating:97.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201597.1Not deficientSatisfactorySatisfactoryGood19000
October 201396.9Not deficientSatisfactorySatisfactoryGood22900
October 201195.9Not deficientGoodGoodGood22900
October 200995.9Not deficientGoodGoodGood22900
October 200794.9Not deficientGoodGoodGood22900
November 200594.9Not deficientGoodGoodGood22900
January 200494.6Not deficientGoodGoodGood25400
November 200194.6Not deficientGoodGoodGood25400
November 199994.9Not deficientGoodGoodGood22900
January 199894.7Not deficientGoodGoodSatisfactory24900
December 199596.3Not deficientGoodGoodSatisfactory9000
May 199496.3Not deficientGoodGoodVery Good9000