driving indiana’s economic growth. apai 2010 annual meeting hot topics mepdg darwin-me alternate...
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![Page 1: Driving Indiana’s Economic Growth. APAI 2010 ANNUAL MEETING HOT TOPICS MEPDG DARWin-ME ALTERNATE PAVEMENT DESIGN SAFETY EDGE](https://reader035.vdocuments.us/reader035/viewer/2022062718/56649e855503460f94b86fc2/html5/thumbnails/1.jpg)
Driving Indiana’s Economic Growth
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APAI 2010 ANNUAL MEETING
HOT TOPICS MEPDG DARWin-ME ALTERNATE PAVEMENT DESIGN SAFETY EDGE
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PAVEMENT DESIGN
MECHANISTIC EMPIRICAL PAVEMENT DESIGN GUIDE (MEPDG) Mechanistic Models
Traffic Climate Materials
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MEPDG (Analysis Tool)
Predicts Stresses and Strains Predicts Pavement Distresses Compares Distresses to Allowable Calculates Reliability Pass / Fail
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PAVEMENT DESIGN RESULTSThinner HMAThinner PCCP
RISK !Pay Attention to the Subgrade
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MEPDG (Trial & Error)
DARWin-ME 1.0 Research Software Run Time (one trial)
HMA 20 to 90 minutes PCCP 15 to 30 minutes
Reliability Final Design
Typically 2 to 5 runs Thinnest not Exceeding Distresses
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BackgroundBackground DARWin-ME supports AASHTO’s Mechanistic
Empirical Pavement Design Guide published in 2008 Work product of NCHRP projects 1-37A and 1-40D Nearly a decade of development Base software: Freeware, available through the
Transportation Research Board DARWin-ME covers 17 pavement design
situations New concrete and asphalt pavements and
various types of asphalt and concrete overlays
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DARWin-ME Inputs/OutputsDARWin-ME Inputs/Outputs
System Inputs Project information Design information Materials & structure
data Traffic data Climate data Rehabilitation
information Initialization data
System Outputs Input summary Climate summary Design pass/fail
checks Material properties
summary Pavement distress
summary/charts
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DARWin-ME 2.0 Pooled DARWin-ME 2.0 Pooled FundFundProvide the transportation community
with a production level, state-of-the-art software tool for the design of new and rehabilitated pavement structures consistent with AASHTO’s MEPDG
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DARWin-ME Planned DARWin-ME Planned ImprovementsImprovements
Efficiency Increase software speed Automated thickness optimization Batch mode Sensitivity
Functionality SI version Traffic caps
Stability Correct reported bugs (Task Force directed) Improve error handling
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DARWin-ME Task ForceDARWin-ME Task Force Judy Corley-Lay (Chair), North Carolina Marta Juhasz, Alberta, Canada Jay Goldbaum, Colorado Dave Andrewski, Indiana Williams F. Barstis, Mississippi J.F. Bledsoe, Missouri Julian Bendana, New York Madgy Mikhail, Texas Trenton Clark, Virginia
Interested Agency Liaisons: Federal Highway Administration Transportation Association of
Canada
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Current Project StatusCurrent Project Status Project solicitation issued in July 2008 Received commitments from 20 member
agencies and the FHWA. Sole Source Contract to ARA
Correct known bugs and those discovered during development
Incorporate enhancements outlined in solicitation Alpha testing completed November 2010 Beta testing by three agencies in November
and December Software Release April 11, 2011
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GENERAL INFO
RUNPROGRESS
PAVEMENT STRUCTURE
LAYER PROPERTIES
ANALYSIS PARAMETERS
EXPLORER WINDOW
ERROR LIST
Opening Screen
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DARWin-ME ToolbarDARWin-ME Toolbar
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Project CreationProject Creation
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Pavement StructurePavement Structure Layers can be
added/removed using visual aid
Layer labels editable
Layer represented graphically
Layering check to disallow illegal entries
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Material Properties – ACMaterial Properties – AC
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MaterialMaterial PropertiesProperties –– PCCPCC
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Material Properties – Material Properties – Non-Stabilized Materials & Non-Stabilized Materials & SubgradeSubgrade
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Material Properties – Material Properties – Stabilized LayerStabilized Layer
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TrafficTrafficTRAFFIC INPUTS
MONTHLY ADJUSTMENT
AXLES PER TRUCK
VEHICLE CLASS
HOURLYADJUSTMENT
HIGHWAY CAPACITY
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Highway Capacity LimitsHighway Capacity LimitsFreewayMultilane highway2-lane highway
LevelRolling
UrbanRural
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Highway Capacity LimitsHighway Capacity Limits
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ClimateClimate
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Runtime ImprovementsRuntime Improvements
Proj Nam
e
Description MEPDG-v1.1 Runtime
DarwinME Runtime
Overall *
Overall
Following runtime is measured on a laptop of 32bit XP, 3 GHz, 3.5 GB RAM
121
New HMA:8” AC , Binder 10%, Air voids 8.5%, Granular base.
13’45” 12’21” 5’11”
Following runtime is measured on a laptop of 32bit XP, 3 GHz, 1.0 GB RAM
121
New HMA:8” AC , Binder 10%, Air voids 8.5%, Granular base.
32’28” 30’00” 11’37”Overall* - time measure does not include Summary process for Excel report generation
PC comparisons – PRELIMINARY RESULTS
UR01 – Asphalt pavement type analysis shall be improved to be completed within 15 minutes
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License Fees for FY2011License Fees for FY2011Individual License 1 - The single user license allows for only one user. For
two, three or four users, multiple single user licenses will have to be purchased.
Single user - $5,000
Site License 1 - Site licenses based on the number of users and single user licenses will be available for DARWin-ME. The unlimited site license allows use of DARWin-ME on an unlimited number of workstations within an agency, and permits cities/counties, and contractors/consultants employed by the agency, access to the product on the Member Department’s network.
Site License – up to 9 users $20,000 Site License – up to 14 users $30,000 Site License – unlimited users $40,000 Educational License - will not be offered until FY 2012.
1 Because the software won’t be available until after the fiscal year has begun, license fees will be prorated for first time licensees.
License fees are annual
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ALTERNATE PAVEMENT DESIGN
A CONTRACT LET WITH DIFFERENT PAVEMENT TYPE OPTIONS (usually HMA & PCCP) THAT A CONTRACTOR CAN BID EITHER OR BOTH OPTIONS. DIFFERING DESIGN LIVES ARE ACCOUNTED FOR BY CALCULATING A 50 YEAR LIFE CYCLE COST FACTOR FOR EACH TYPE. THE WINNING BID IS THE LOWEST SUM OF THE BID PLUS THE FACTOR.
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HMA STRATEGY
20 Year Initial Design Life Joint Seal at Year 3, 6, 9, 12, 15, &
18 Mill and Functional Overlay at 20
Years Joint Seal at Year 23, 26, 29, & 32 Mill and Resurface Joint Seal at Year 38, 41, 44, & 47
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PCCP STRATEGY
30 Year Initial Design Life Reseal Joints at Year 8, 16, & 24 Mill and Functional Overlay at Year
30 Reseal Joints at Year 33, 36, & 39 Mill and Resurface at Year 42 Reseal Joints at Year 45 & 48
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50 Year Life Cycle Cost factor
> 10 PERCENT USE LESS COSTLY
< 10 PERCENT ALTERNATE BID
SPECIAL CASE Settlement Areas Presence of Distillates
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Contract Bid plus Factor
Initial Costs – Contractor’s Bid LCCA (50 years) Present Value
HMA Strategy PCCP Strategy
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RECENT CONTRACT FACTORS
HMA - $2,353,504.28
PCCP - $1,480,742.91
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WINNING BID
HMA ($) PCCP ($)
BID 22,154,963.32
22,290,308.03
FACTOR 2,353,504.28 1,480,742.91
LOWEST BID + FACTOR
24,508,467.60
23,771,050.94
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SUGGESTIONS / CONSTRUCTIVE COMPLAINTS
Call me at 317-232-5452