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Asphalt-Rubber Systems

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ARC - DG Asphalt Rubber Concrete Dense Graded. ARC - GG ... Dense Graded ARC. New Construction. Thick Overlay for Structure is Required. Possum Modified. AC ... – PowerPoint PPT presentation

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Title: Asphalt-Rubber Systems


1
Asphalt-Rubber Systems
Types and Uses
2
Types
SAM Stress Absorbing Membrane SAMI Stress
Absorbing Membrane Interlayer ARC - DG Asphalt
Rubber Concrete Dense Graded ARC - GG Asphalt
Rubber Concrete Gap Graded ARC - OG Asphalt
Rubber Concrete Open Graded
3
SAM - Stress Absorbing Membrane
Pre-existing Pavement
Aka. Chip seal or seal coat
4
SAMI - Stress Absorbing Membrane Interlayer
Pre-existing Pavement
AC or ARC Overlay
Also known as a Two Layer System, or an
under-layer.
5
SAMI in a three layer system
AC or ARC Overlay
SAMI
Leveling Course
Pre-existing Pavement
6
Aggregate Gradation Comparison
Open Graded Gap Graded Dense Graded
7
SAM - Where To Use
  • Fatigue Cracking
  • Little or no cracking
  • Satisfactory Ride

8
Fatigue Cracking - Townsend Divide
9
SAM - Where To Use
  • Block Cracking
  • generally lt 5 spacing
  • seal and fill cracks
  • satisfactory ride

10
Block Cracking - Ravendale
11
SAMI - Where To Use
  • Fatigue Cracking
  • Ride Improvement Required
  • Structural Improvement Required
  • Moderate Severity Rutting
  • (unless overlay is thick)

12
SAMI - Where to Use
  • Stabilized Bases
  • Improved Ride vs. SAM
  • Additional Structural Support
  • Swelling Soils
  • Reduce Moisture Variation
  • Entire Width of Roadbed

13
Sami in Northern, AZ
14
Block Cracking
15
OVERLAY .5 ACFC
1.5 AC MEMBRANE
2.75 AC AZ-MO
LEVELING
ASPHALT RUBBER MEMBRANE
CUT SECTION
16
OVERLAY .5 ACFC 1.5 AC
MEMBRANE
2.75 AC AZ-MO
LEVELING
ASPHALT RUBBER MEMBRANE
FILL SECTION
17
(No Transcript)
18
3 Layer System
  • Rough or Faulted Pavements
  • Reflective Cracking Stresses are High
  • Very Effective on PCC Pavement

19
Water Pumping Through Cracks I-40
20
Open Graded ARC
  • Top Course
  • Rehabilitation or New Construction
  • Improve Friction (Especially in Wet
  • Weather)
  • 2 or 3 Layer Systems
  • 1 to 1-1/2 Over PCCP
  • Flushed or Bleeding Pavement with
  • Low Rutting

21
I-19 OG Overlay Placed 1988 Valencia Rd Exit
22
I-19 OG Overlay Placed 1988 Valencia Rd
Exit Photo taken 03/00
23
I-40 Cracked PCCP Flagstaff, AZ 1989
24
I-40, 1998 4 Conventional AC (left) 2 AR OGFC
over 2 ARC GG (right) after 8 years service
25
AR-OGFC on PCCP, I-17 Phx, AZ Aug 2000
26
AR-OGFC on PCCP, I-17 Phx, AZ Aug 2000
27
Gap Graded ARC
  • Almost Any Cracked Pavement
  • Additional Structure is Required
  • Top Lift in 2 or 3 Layer Systems
  • Bottom Lift in 3 Layer Systems

28
Gap Graded Overlay
29
Gap Graded Overlay
30
Open Graded 1 and 1.5 Gap Graded Overlay US 70
Tennessee
31
I40 Open Graded 0.75 over PCCP Cores
32
Dense Graded ARC
  • New Construction
  • Thick Overlay for Structure is Required

33
Possum Modified AC
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