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California Asphalt Pavement
Association
Spring Asphalt Pavement
Conference
April 13, 2017
Erik Updyke
Los Angeles County
Department of Public Works
APWA Co-Chair
 Subsection 203-6 entirely new.
 Incorporates applicable provisions from 203-7
and 400-4 (Type III mixtures) of the 2012
Edition.
 20% maximum RAP.
 Warm Mix added as a subsection. Specific
requirements need to be in Special Provisions.
“… shall be the product of
mixing mineral aggregate and up to 20 percent …
RAP …”
Maximum RAP percentage increased from 15 to 20.
“When so specified in the Special Provisions or
shown on the Plans, … may contain greater than 20
percent RAP and/or be produced using a warm mix
asphalt (WMA) technology.”
No change in mix design method.
“… designated by class of combined aggregate gradation and
performance grade of paving asphalt, e.g. “C2-PG 64-10.””
Nomenclature revised to include suffix for RAP percentage
and WMA technology:
No suffix: RAP < 20%. “C2-PG 64-10”
“No RAP” Suffix: “R0.” “C2-PG 64-10-R0.”
RAP > 20% Suffix: “R” and the % RAP. “C2-PG 64-10-R25.”
WMA Suffix: “WMA.” “C2-PG 64-10-WMA.” “B-PG 70-10-
R25-WMA”
“Asphalt concrete mixtures may be
produced using a WMA technology if so specified in
the Special Provisions.”
 Totally revised.
 MAC-10TR deleted.
 PG 64-28TR & PG 76-22TR added.
 Edited.
 New.
 PG 64-28PM & PG 76-22PM added.
 New.
 Gradation for GG-D corrected in Table 203-
11.3.
2017 Supplement will not be
published.
 Asphalt Rubber Hot Mix (ARHM)(“Wet
Process”) (203-11, 302-9)
 Tire Rubber Modified Asphalt Concrete
(TRMAC) (“Terminal Blend Process”)(203-14,
302-12)
 Crumb Rubber Modified Asphalt Concrete
(CRUMAC) (“Dry Process”) (203-13, 302-11)
“Field Blend” (“Wet”) Process
(“Asphalt Rubber,” 203-11)
“Terminal Blend” Process
(“MAC15-TR,” “PG 64-28TR,”
“PG 76-22TR,”
203-14)
CP2 Center News,
Sept. 2009
 Change No. 276S. Add polymer modified
emulsion to 203-3; specify PMCQS-1h as the
standard emulsified asphalt for slurry seal in
203-4; and editorial revisions to 302-4.
 Change No. 279S. Add microsurfacing.
 Change No. 282S. Revise, update 302-1 (cold
milling) and move to new 403; add micro-
milling as new 404.
 203-5.5.4 Work Site Mixing [REAS produced
in a slurry truck]. Remove from the SSPWC?
 203-10 Latex Modified Asphalt Concrete.
Remove from the SSPWC?
 203-13, 302-11 CRUMAC-GG. Remove from
the SSPWC?
 203-6.3.3 Superpave Mix Design
Method.
 203-6.6 Hot Mix Asphalt (“Superpave”)
Mixtures [Local Agency Version].
 Superpave [Local Agency Version]
Approach:
 Avoid “dry” mixes.
 Determine, via independent testing, the
Superpave test parameters which result in
mixtures close to the current Hveem B and
C2 mixtures being produced.
 Draft Subsections 203-3.3 and 203-6.6.
 Superpave [Local Agency Version]
 Hot drop (C2 mix) produced and samples
split by Matich [thank you!].
 Independent testing by 10 labs.
 No. of gyrations which result in a mixture
with 4% air voids to be determined by each
lab.
 No. of gyrations to be compared and a
specific no. determined.
 Additional testing on hot drops and samples
from Blue Diamond and Vulcan [thank you!]
 302-5 Asphalt Concrete Pavement.
 “Raise the bar.”
 Revise and update.
 Address current best practices such as
automatic screed control, material transfer
vehicles, etc.
 Special thanks to the Asphalt Concrete Task Force, Tom
Williams, LaBelle-Marvin, Chair; and the Surface Materials
and Methods Subcommittee, Chris Kubasek, Orange
County Public Works, Chair.
 Participation on subcommittees and task forces is at an all
time low. For the “Greenbook” to continue as a
sustainable entity, new and broader participation from
public agencies, contractors, and consultants is needed.
 THANK YOU FOR YOUR SUPPORT!

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California Asphalt Pavement Conference Spring 2017 Updates

  • 1. California Asphalt Pavement Association Spring Asphalt Pavement Conference April 13, 2017 Erik Updyke Los Angeles County Department of Public Works APWA Co-Chair
  • 2.  Subsection 203-6 entirely new.  Incorporates applicable provisions from 203-7 and 400-4 (Type III mixtures) of the 2012 Edition.  20% maximum RAP.  Warm Mix added as a subsection. Specific requirements need to be in Special Provisions.
  • 3. “… shall be the product of mixing mineral aggregate and up to 20 percent … RAP …” Maximum RAP percentage increased from 15 to 20. “When so specified in the Special Provisions or shown on the Plans, … may contain greater than 20 percent RAP and/or be produced using a warm mix asphalt (WMA) technology.” No change in mix design method.
  • 4. “… designated by class of combined aggregate gradation and performance grade of paving asphalt, e.g. “C2-PG 64-10.”” Nomenclature revised to include suffix for RAP percentage and WMA technology: No suffix: RAP < 20%. “C2-PG 64-10” “No RAP” Suffix: “R0.” “C2-PG 64-10-R0.” RAP > 20% Suffix: “R” and the % RAP. “C2-PG 64-10-R25.” WMA Suffix: “WMA.” “C2-PG 64-10-WMA.” “B-PG 70-10- R25-WMA” “Asphalt concrete mixtures may be produced using a WMA technology if so specified in the Special Provisions.”
  • 5.  Totally revised.  MAC-10TR deleted.  PG 64-28TR & PG 76-22TR added.  Edited.
  • 6.  New.  PG 64-28PM & PG 76-22PM added.  New.
  • 7.  Gradation for GG-D corrected in Table 203- 11.3. 2017 Supplement will not be published.
  • 8.  Asphalt Rubber Hot Mix (ARHM)(“Wet Process”) (203-11, 302-9)  Tire Rubber Modified Asphalt Concrete (TRMAC) (“Terminal Blend Process”)(203-14, 302-12)  Crumb Rubber Modified Asphalt Concrete (CRUMAC) (“Dry Process”) (203-13, 302-11)
  • 9. “Field Blend” (“Wet”) Process (“Asphalt Rubber,” 203-11) “Terminal Blend” Process (“MAC15-TR,” “PG 64-28TR,” “PG 76-22TR,” 203-14) CP2 Center News, Sept. 2009
  • 10.  Change No. 276S. Add polymer modified emulsion to 203-3; specify PMCQS-1h as the standard emulsified asphalt for slurry seal in 203-4; and editorial revisions to 302-4.  Change No. 279S. Add microsurfacing.  Change No. 282S. Revise, update 302-1 (cold milling) and move to new 403; add micro- milling as new 404.
  • 11.  203-5.5.4 Work Site Mixing [REAS produced in a slurry truck]. Remove from the SSPWC?  203-10 Latex Modified Asphalt Concrete. Remove from the SSPWC?  203-13, 302-11 CRUMAC-GG. Remove from the SSPWC?
  • 12.  203-6.3.3 Superpave Mix Design Method.  203-6.6 Hot Mix Asphalt (“Superpave”) Mixtures [Local Agency Version].
  • 13.  Superpave [Local Agency Version] Approach:  Avoid “dry” mixes.  Determine, via independent testing, the Superpave test parameters which result in mixtures close to the current Hveem B and C2 mixtures being produced.  Draft Subsections 203-3.3 and 203-6.6.
  • 14.  Superpave [Local Agency Version]  Hot drop (C2 mix) produced and samples split by Matich [thank you!].  Independent testing by 10 labs.  No. of gyrations which result in a mixture with 4% air voids to be determined by each lab.  No. of gyrations to be compared and a specific no. determined.  Additional testing on hot drops and samples from Blue Diamond and Vulcan [thank you!]
  • 15.  302-5 Asphalt Concrete Pavement.  “Raise the bar.”  Revise and update.  Address current best practices such as automatic screed control, material transfer vehicles, etc.
  • 16.  Special thanks to the Asphalt Concrete Task Force, Tom Williams, LaBelle-Marvin, Chair; and the Surface Materials and Methods Subcommittee, Chris Kubasek, Orange County Public Works, Chair.  Participation on subcommittees and task forces is at an all time low. For the “Greenbook” to continue as a sustainable entity, new and broader participation from public agencies, contractors, and consultants is needed.  THANK YOU FOR YOUR SUPPORT!