Summary of Rubber Modified Asphalt Product Specifications around ...

a) PFGAC, if the PFGAC is less than 1.0; or,
b) 1.0, if the PFGAC is equal to or greater than 1.0.
Otherwise, if the lot mean air voids is outside the 2.5-5.5 percent range, the PFVOIDS shall be considered to be 0.5.
313.10.01.02.02.06 Payment Factor for Combined Mix Properties and Compaction
Clause 313.10.01.02.02.06 of OPSS 313 is amended by the addition of the following:
For RMA mixes, as long as the lot mean compaction is between 90.5 and 98.0 percent, the payment factor for
compaction, PFC, shall be equal to either:
a) PFM, if the PFM is less than 1.0; or,
b) 1.0, if the PFM is equal to or greater than 1.0.
Otherwise, if the lot mean compaction is outside the 90.5-98.0 percent range, the PFC shall be considered to be
0.65.
Table R1
Trial Sections
Trial Section Pavement Course Location (Stations) Mix Type
Wet Process-Field Blend Surface 14+500 to 17+500 Superpave 9.5 R-Gap
Graded
Wet Process-Terminal Blend Surface 11+500 to 14+500 Superpave 12.5FC 2 R
Control Section Surface
Hot Mix
Asphalt
Type
Superpave
9.5 R-Gap
Graded
Remainder of the contract to
the west of Wet Process-
Terminal Blend Section
Table R2
Superpave 9.5 R-Gap Graded Properties
Percentage Passing by Dry Mass of Aggregates
Sieve Size, mm
12.5 9.5 4.75 2.36 1.18 0.075
Traffic
Category
Base
PGAC
Grade
Superpave 12.5FC 2
% Air
Voids
%
VMA
min.
ACBID
(%)
100 90-100 28-42 15-25 5-15 2-7 C 58-28 4 18 7.0
40