Pavement

Cover of Inspections of Sprayed Seal Trials
Inspections of Sprayed Seal Trials
  • Publication no: AP-T277-14
  • ISBN: 978-1-925037-85-2
  • Published: 1 October 2014

This report details the findings from visual inspections conducted on two Austroads sprayed seal field trials: a non-modified binders trial near Gisborne, Victoria; and a polymer modified binder (PMB) trial near Coober Pedy, South Australia and Cooma, New South Wales.

Austroads has established a project to monitor, interpret and report on the long-term performance of the Gisborne non-modified binder trial established under Austroads project TT1357 and the early life performance of the Austroads PMB sprayed seal trials established under TT1665.

After seven years of life, seals at the Gisborne non-modified binder trial were performing well. After two years the PMB trials were performing well in all cases at the Coober Pedy site, but showing signs of distress in some sections at Cooma.

  • Summary
  • 1. Introduction
  • 2. Non-modified Binders Trial
    • 2.1. Trial Background
    • 2.2. The Site
    • 2.3. Preparation of the Binders
    • 2.4. Application of the Seal
    • 2.5. Surface Texture
      • 2.5.1. . Slow Lane
      • 2.5.2. . Fast Lane
    • 2.6. Observations
      • 2.6.1. . Section 1 – Class 240
      • 2.6.2. . Section 2 – Class 320
      • 2.6.3. . Section 3 – Olexobit SP
      • 2.6.4. . Section 4 – C170
    • 2.7. Discussion
  • 3. Polymer Modified Binders Trial
    • 3.1. Background
    • 3.2. Objective
    • 3.3. Coober Pedy Trial Site
      • 3.3.1. . Location
      • 3.3.2. . Climatic Conditions
      • 3.3.3. . Traffic Count
      • 3.3.4. . Site Details
    • 3.4. Cooma Trial Site
      • 3.4.1. . Location
      • 3.4.2. . Climatic Conditions
      • 3.4.3. . Traffic Count
      • 3.4.4. . Site Details
    • 3.5. Coober Pedy Seal Performance
      • 3.5.1. . Section A1 and A2 – C170 (Control)
      • 3.5.2. . Section B1 and B2 – S10E
      • 3.5.3. . Section C1 and C2 – S20E
      • 3.5.4. . Section D1 and D2 – S35E
      • 3.5.5. . Section E1 and E2 – Shell S5E
      • 3.5.6. . Section F1 and F2 – S45R
      • 3.5.7. . Section G1 and G2 – S15E
      • 3.5.8. . Section H1 and H2 – SAMI S20E SS
      • 3.5.9. . Shandy Section
    • 3.6. Coober Pedy Texture Behaviour
    • 3.7. Cooma Seal Performance
      • 3.7.1. . Section A – S10E
      • 3.7.2. . Section B – S35E
      • 3.7.3. . Section C – S15E
      • 3.7.4. . Section D – S15RF
      • 3.7.5. . Section E – S20E
      • 3.7.6. . Section F (Northbound) – Fulton Hogan Surfix 70X
      • 3.7.7. . Section F (Southbound) – SAMI E40HR
      • 3.7.8. . Section G – C170 (Control)
      • 3.7.9. . Section H (Northbound) – S15E
      • 3.7.10. . Section H (Southbound) – SAMI Polyseal HR
    • 3.8. Discussion
      • 3.8.1. . Coober Pedy
      • 3.8.2. . Cooma
  • 4. Conclusions
  • References
  • Appendix A Inspection Data Non-modified Binder Trials
  • A.1 Gisborne
  • Appendix B Inspection Data PMB Trials
  • B.1 Coober Pedy
  • B.1.1 Section A1
  • B.1.2 Section A2
  • B.1.3 Section B1
  • B.1.4 Section B2
  • B.1.5 Section C1
  • B.1.6 Section C2
  • B.1.7 Section D1
  • B.1.8 Section D2
  • B.1.9 Section E1
  • B.1.10 Section E2
  • B.1.11 Section F1
  • B.1.12 Section F2
  • B.1.13 Section G1
  • B.1.14 Section G2
  • B.1.15 Section H1
  • B.1.16 Section H2
  • B.2 Cooma
  • B.2.1 Section A
  • B.2.2 Section B
  • B.2.3 Section C
  • B.2.4 Section D
  • B.2.5 Section E
  • B.2.6 Section F Northbound
  • B.2.7 Section F Southbound
  • B.2.8 Section G
  • B.2.9 Section H Northbound, slow lane
  • B.2.10 Section H Northbound, overtaking lane
  • B.2.11 Section H Southbound