Contenu connexe Similaire à NCAT/MN Road - 2015 Preservation Group Experiment (20) NCAT/MN Road - 2015 Preservation Group Experiment1. NCAT Test Track Construction
CCPR & CIR, US280 MP 132 Location
September 2015
Updated: 22.09.15
Mike Marshall
3. Pre mill depth 5 ins, to accommodate 4 ins of Recycling RAP
(including fluff) with provision for 1ins HMA overlay
6. 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
8. Foamed Asphalt Mix Design Inputs
1.5% Cement, @.0% Compaction Water, 2.5% Foamed Asphalt
10. As the cement requirement was low, cement loaded into feed
hopper manually
12. Foam RAP Mix delivered to Roadtec Paver, fitted with Carlson
Screed
19. Paving Emulsion RAP after compaction 4ins depth
Mix design, 3.0% Emulsion, 1.5% cement & 3.0% Compaction water
22. Tackcoat application to both Foam & Emulsion CCPR
sections following compaction
Application Rate 0.050 gal/sqyd
23. Both CCPR Sections, Foam &
Emulsion opened to full
traffic after tackcoat
application
Sections were trafficked 4
hours after placing recycled
RAP
24. Foam RAP CCPR Section Emulsion CCPR Section
View both sections after overnight unrestricted speed high truck traffic