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NCAT Test Track Construction CCPR & CIR, US280 MP 132 Location September 2015 Updated: 22.09.15 Mike Marshall

2015 Preservation Group Experiment - NCAT/MN Road US280

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Page 1: 2015 Preservation Group Experiment - NCAT/MN Road US280

NCAT Test Track ConstructionCCPR & CIR, US280 MP 132 Location

September 2015

Updated: 22.09.15Mike Marshall

Page 2: 2015 Preservation Group Experiment - NCAT/MN Road US280

Pre-mill US280, Wirtgen W200i Milling Machine

Page 3: 2015 Preservation Group Experiment - NCAT/MN Road US280

Pre mill depth 5 ins, to accommodate 4 ins of Recycling RAP (including fluff) with provision for 1ins HMA overlay

Page 4: 2015 Preservation Group Experiment - NCAT/MN Road US280

Screened ¾ ins RAP at NCAT Yard

Page 5: 2015 Preservation Group Experiment - NCAT/MN Road US280

KMA220 Cold Mix Plant Production, Foam RAP Mix

Foam CCPR

Page 6: 2015 Preservation Group Experiment - NCAT/MN Road US280

30 t Bitumen tanker

5000 gal Water tanker20 t

Cement silo

Cold mixing plant KMA 200

350 kW Payloader

20 t tip trucks

Typical KMA220 CCPR Site Set Up

Page 7: 2015 Preservation Group Experiment - NCAT/MN Road US280

KMA220 Cold Mix Plant Control Panel

Page 8: 2015 Preservation Group Experiment - NCAT/MN Road US280

Foamed Asphalt Mix Design Inputs1.5% Cement, @.0% Compaction Water, 2.5% Foamed Asphalt

Page 9: 2015 Preservation Group Experiment - NCAT/MN Road US280

Foamed Asphalt Test Nozzle KMA220 Plant Mix

Page 10: 2015 Preservation Group Experiment - NCAT/MN Road US280

As the cement requirement was low, cement loaded into feed hopper manually

Page 11: 2015 Preservation Group Experiment - NCAT/MN Road US280

KMA220 discharge conveyor, 100% Recycled RAP directly to truck

Page 12: 2015 Preservation Group Experiment - NCAT/MN Road US280

Foam RAP Mix delivered to Roadtec Paver, fitted with Carlson Screed

Page 13: 2015 Preservation Group Experiment - NCAT/MN Road US280

Foamed Asphalt RAP at Paver Screed

Page 14: 2015 Preservation Group Experiment - NCAT/MN Road US280

Paving Foamed Asphalt RAP, Compacted to 4ins depth

Page 15: 2015 Preservation Group Experiment - NCAT/MN Road US280

Foamed Asphalt RAP Compaction

Page 16: 2015 Preservation Group Experiment - NCAT/MN Road US280

Completed Foam CCPR section prior to tack coat

application.

Page 17: 2015 Preservation Group Experiment - NCAT/MN Road US280

Emulsion Tanker & Cement Feed Connection Positions

Emulsion CCPR

Page 18: 2015 Preservation Group Experiment - NCAT/MN Road US280

Emulsion Mix Test, determine optimum moisture %age addition

Page 19: 2015 Preservation Group Experiment - NCAT/MN Road US280

Paving Emulsion RAP after compaction 4ins depth Mix design, 3.0% Emulsion, 1.5% cement & 3.0% Compaction water

Page 20: 2015 Preservation Group Experiment - NCAT/MN Road US280

Emulsion RAP Compaction

Page 21: 2015 Preservation Group Experiment - NCAT/MN Road US280

Completed Emulsion CCPR section prior to tack coat application

Page 22: 2015 Preservation Group Experiment - NCAT/MN Road US280

Tackcoat application to both Foam & Emulsion CCPR sections following compaction

Application Rate 0.050 gal/sqyd

Page 23: 2015 Preservation Group Experiment - NCAT/MN Road US280

Both CCPR Sections, Foam & Emulsion opened to full traffic after tackcoat application

Sections were trafficked 4 hours after placing recycled RAP

Page 24: 2015 Preservation Group Experiment - NCAT/MN Road US280

Foam RAP CCPR Section Emulsion CCPR SectionView both sections after overnight unrestricted speed high truck traffic

Page 25: 2015 Preservation Group Experiment - NCAT/MN Road US280

Emulsion CIR

CIR Section Pre-milled to depth of 1.4ins, 1.5% cement pre-spread on milled pavement

Page 26: 2015 Preservation Group Experiment - NCAT/MN Road US280

Wirtgen 3800CR, recycling depth, 4ins, emulsion binder, rear load directly to paver

Page 27: 2015 Preservation Group Experiment - NCAT/MN Road US280

Emulsion recycled material loaded directly into following Roadtec paver hopper

Page 28: 2015 Preservation Group Experiment - NCAT/MN Road US280

Paving Emulsion CIR Material

Page 29: 2015 Preservation Group Experiment - NCAT/MN Road US280

3800CR Control panelEmulsion mix design, 3.3% emulsion, 3.3% added compaction water

Page 30: 2015 Preservation Group Experiment - NCAT/MN Road US280

Emulsion CIR Compaction

Page 31: 2015 Preservation Group Experiment - NCAT/MN Road US280

Completed Emulsion CIR Section

Page 32: 2015 Preservation Group Experiment - NCAT/MN Road US280

Foam CIR

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