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Summary of Rubber Modified Asphalt Product Specifications around ...

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313.07.15.06 <strong>Rubber</strong> <strong>Modified</strong> <strong>Asphalt</strong><br />

Samples shall not be taken from the transition areas. In addition to other samples specified in the<br />

Contract Documents, the Contractor shall procure RMA samples <strong>of</strong> a minimum quantity specified in<br />

Table R3 for each <strong>of</strong> the control and trial sections.<br />

Sample labeling shall include: highway number, highway direction, lane number, contract number,<br />

section (trial or control), mix type, corresponding Lot/Sublot numbers, station, date sampled. The<br />

Contractor shall deliver the samples specified in Table R3 to the address below:<br />

c/o Seyed Tabib Bituminous<br />

Section, MERO Shipping<br />

and Receiving Room 15,<br />

Building C<br />

1201 Wilson Ave,<br />

Toronto, ON M3M 1J8<br />

Section 313.07 <strong>of</strong> OPSS 313 is amended by the addition <strong>of</strong> the following subsection:<br />

313.07.19 Identification <strong>of</strong> RMA Paving Limits<br />

The Contractor shall provide to the Contract Administrator, no later than 7 Days after completion <strong>of</strong><br />

RMA paving, an as built sketch identifying the stations as well as the GPS data for the RMA paving<br />

limits. The GPS data shall be geo-referenced and NAD83 geographic coordinates (latitude,<br />

longitude) shall be used.<br />

Geographic coordinates (latitude, longitude) shall be provided within metre-level accuracy.<br />

313.08<br />

QUALITY<br />

ASSURANCE<br />

313.08.01.02.01 Lot Size<br />

Clause 313.08.01.02.01 <strong>of</strong> OPSS 313 is amended by the addition <strong>of</strong> the following:<br />

Each mix type for the trial section shall be considered as a single lot with a minimum <strong>of</strong> three sublots.<br />

313.08.01.02.03 Basis <strong>of</strong> Acceptance<br />

Clause 313.0.8.01.02.03 <strong>of</strong> OPSS 313 is amended by the addition <strong>of</strong> the following:<br />

F. Acceptance <strong>of</strong> Crumb <strong>Rubber</strong>: All CR shall meet the gradation requirements specified in Table R2<br />

determined according to ASTM D5644.<br />

G. Acceptance <strong>of</strong> <strong>Rubber</strong> <strong>Modified</strong> <strong>Asphalt</strong> (RMA): Acceptance and pay adjustment <strong>of</strong> the RMA<br />

containing RAC-terminal blend shall be determined accordance to the requirements for Superpave<br />

12.5FC 1 specified elsewhere in the Contract Documents.<br />

46

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