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NCAT Test Track Construction
CCPR & CIR, US280 MP 132 Location
September 2015
Updated: 22.09.15
Mike Marshall
Pre-mill US280, Wirtgen W200i Milling Machine
Pre mill depth 5 ins, to accommodate 4 ins of Recycling RAP
(including fluff) with provision for 1ins HMA overlay
Screened ¾ ins RAP at NCAT Yard
KMA220 Cold Mix Plant Production, Foam RAP Mix
Foam CCPR
30 t Bitumen tanker
5000 gal
Water tanker
20 t
Cement silo
Cold mixing plant
KMA 200
350 kW Payloader
20 t tip
trucks
Typical KMA220 CCPR Site Set Up
KMA220 Cold Mix Plant Control Panel
Foamed Asphalt Mix Design Inputs
1.5% Cement, @.0% Compaction Water, 2.5% Foamed Asphalt
Foamed Asphalt Test Nozzle KMA220 Plant Mix
As the cement requirement was low, cement loaded into feed
hopper manually
KMA220 discharge conveyor, 100% Recycled RAP directly to truck
Foam RAP Mix delivered to Roadtec Paver, fitted with Carlson
Screed
Foamed Asphalt RAP at Paver Screed
Paving Foamed Asphalt RAP, Compacted to 4ins depth
Foamed Asphalt RAP Compaction
Completed Foam CCPR
section prior to tack coat
application.
Emulsion Tanker & Cement Feed Connection Positions
Emulsion CCPR
Emulsion Mix Test, determine optimum moisture %age
addition
Paving Emulsion RAP after compaction 4ins depth
Mix design, 3.0% Emulsion, 1.5% cement & 3.0% Compaction water
Emulsion RAP Compaction
Completed Emulsion
CCPR section prior to
tack coat application
Tackcoat application to both Foam & Emulsion CCPR
sections following compaction
Application Rate 0.050 gal/sqyd
Both CCPR Sections, Foam &
Emulsion opened to full
traffic after tackcoat
application
Sections were trafficked 4
hours after placing recycled
RAP
Foam RAP CCPR Section Emulsion CCPR Section
View both sections after overnight unrestricted speed high truck traffic
Emulsion CIR
CIR Section Pre-milled to depth of 1.4ins, 1.5% cement pre-spread
on milled pavement
Wirtgen 3800CR, recycling depth, 4ins, emulsion binder, rear
load directly to paver
Emulsion recycled material loaded directly into following
Roadtec paver hopper
Paving Emulsion CIR Material
3800CR Control panel
Emulsion mix design, 3.3% emulsion, 3.3% added compaction water
Emulsion CIR Compaction
Completed Emulsion CIR Section
Foam CIR
NCAT/MN Road - 2015 Preservation Group Experiment
NCAT/MN Road - 2015 Preservation Group Experiment
NCAT/MN Road - 2015 Preservation Group Experiment

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NCAT/MN Road - 2015 Preservation Group Experiment