ARP REPLACEMENT TABLE*

FOR 100 KILOGRAMS OF FINISHED HOT MIX
1.6 to 2.0 times as much ARP by weight must be used to replace asphalt
Note that total binder increases per 100 kilograms

Original Binder Content 4% 5% 6% 7% 8%
           
Original binder in kilograms 4.00 5.00 6.00 7.00 8.00
Aggregate in kilograms 96.00 95.00 94.00 93.00 92.00
           
ARP at 1.6X in kilograms 6.40 8.00 9.60 11.20 12.80
Aggregate in kilograms 93.60 92.00 90.40 88.80 87.20
           
ARP at 1.7X in kilograms 6.80 8.50 10.20 11.90 13.60
Aggregate in kilograms 93.20 91.50 89.80 88.10 86.40
           
ARP at 1.8X in kilograms 7.20 9.00 10.80 12.60 14.40
Aggregate in kilograms 92.80 91.00 89.20 87.40 85.60
           
ARP at 1.9X in kilograms 7.60 9.50 11.40 13.30 15.20
Aggregate in kilograms 92.40 90.50 88.60 86.70 84.80
           
ARP at 2.0X in kilograms 8.00 10.00 12.00 14.00 16.00
Aggregate in kilograms 92.00 90.00 88.00 86.00 84.00
* FOR MORE INFORMATION, PLEASE REFER TO:
TECHNICAL SERVICES AND SEMI-RIGID PAVEMENTS DESIGN
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