Hot Rolled Asphalt and Asphalt Concrete (Macadam) - Ministry of ...
Hot Rolled Asphalt and Asphalt Concrete (Macadam) - Ministry of ...
Hot Rolled Asphalt and Asphalt Concrete (Macadam) - Ministry of ...
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
Specification 12 <strong>Hot</strong> <strong>Rolled</strong> <strong>Asphalt</strong> <strong>and</strong> <strong>Macadam</strong> for Airfields 9 Summary <strong>of</strong> Tests<br />
9 Summary <strong>of</strong> Tests<br />
9.1 TEST RESULTS<br />
The Contractor shall be responsible for having all<br />
testing carried out in accordance with the<br />
requirements <strong>of</strong> this Section <strong>and</strong> provide the Project<br />
Manager with a written copy <strong>of</strong> all results at the first<br />
reasonable opportunity but not later than 2 working<br />
days after completion <strong>of</strong> each test. Testing shall be<br />
started on specimens within 2 working days <strong>of</strong><br />
sampling <strong>and</strong> shall be carried out in an expeditious<br />
manner.<br />
9.2 TESTS FOR INITIAL APPROVAL OF<br />
MATERIALS<br />
9.2.1 Before mixing starts the Contractor (or his<br />
materials supplier(s) on his behalf) shall provide<br />
current CE mark certificates for all aggregates<br />
showing conformity with all requirements <strong>of</strong><br />
Section 3.<br />
9.2.2 In addition to 9.2.1, the Contractor (or his<br />
materials supplier(s) on his behalf) shall have<br />
carried out the aggregate tests in Table 9.1 for<br />
comparison with the relevant specification clauses.<br />
TABLE 9.1 ADDITIONAL AGGREGATE TESTS<br />
FOR INITIAL APPROVAL<br />
Component<br />
material<br />
Coarse<br />
Aggregate<br />
Fine<br />
Aggregate<br />
Clause<br />
Test<br />
No. Title Reference<br />
3.2<br />
3.3<br />
Magnesium<br />
Sulfate Val.<br />
Affinity between<br />
ag. &<br />
bitumen<br />
Magnesium<br />
Sulfate Val.<br />
Affinity between<br />
ag. &<br />
bitumen *<br />
Appendix A<br />
BS EN<br />
12697-11<br />
Part B<br />
Appendix A<br />
BS EN<br />
12697-11<br />
Part B<br />
* Test on particles <strong>of</strong> rock from the same source<br />
when crushed rock fines are used<br />
9.2.3 In addition, the Contractor shall submit the<br />
appropriate certificates for binder <strong>and</strong> other<br />
constituents, including tack or bond coat, <strong>and</strong> also<br />
for tack or bond coat spray bar equipment.<br />
9.3 TEST FOR THE PROPORTIONING<br />
AND DESIGN OF MIXTURES<br />
Before mixing starts the Contractor (or his materials<br />
supplier(s) on his behalf) shall provide current CE<br />
mark certificates for all asphalt mixtures showing<br />
conformity with all requirements <strong>of</strong> Section 4 for <strong>Hot</strong><br />
<strong>Rolled</strong> <strong>Asphalt</strong>, Section 5 for <strong>Asphalt</strong> <strong>Concrete</strong><br />
(<strong>Macadam</strong>) or Section 6 for Pervious <strong>Macadam</strong> <strong>and</strong><br />
the relevant specification clauses in Table 9.2.<br />
9.4 ROUTINE TESTS ON BULK<br />
SUPPLIES THROUGHOUT PLANT<br />
MIXING<br />
9.4.1 The Quality Assurance procedures for the<br />
supply <strong>of</strong> component material <strong>and</strong> asphalt mixtures<br />
shall include carrying out tests in order to:<br />
• check on the consistency <strong>of</strong> bulk supplies;<br />
• compare with the properties <strong>and</strong> gradings <strong>of</strong> the<br />
conformity declaration; <strong>and</strong><br />
• check on the capability <strong>of</strong> the dryers to function<br />
efficiently with aggregates <strong>of</strong> variable moisture<br />
content.<br />
The tests shall include those in Table 9.3.<br />
9.4.2 If the result <strong>of</strong> any test indicates that the<br />
bulk deliveries are not <strong>of</strong> a grading or quality<br />
consistent with the declaration <strong>of</strong> conformity, the<br />
Contractor shall, at his own expense, carry out<br />
further tests to establish the location <strong>and</strong> extent to<br />
which the materials already stockpiled fail to meet<br />
the specified requirements <strong>and</strong>, if stored on site,<br />
shall remove all material condemned by the Project<br />
Manager for this reason from the aerodrome.<br />
9.4.3 Where the material is mixed <strong>of</strong>f site, any<br />
condemned material shall be carefully removed<br />
from the stockpiles to be used for the work.<br />
34 July 2010