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Specification Part 3 - Road & Bridge Works - Urban Administration ...

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521.5.1. Binder Properties:<br />

(i)For control of the quality of the base binder, the relevant provisions of clause 501.8.4.1.<br />

(ii)Additionally modified binder shall be tested f or all the properties listed in Table 500-44, 500-45<br />

or 500-46 as appropriate and certificates produced prior to use.<br />

(iii)During use, the requirements for softening point, penetration and elastic recovery shall be<br />

tested regularly. If the modified binder is producer<br />

TABLE 500-44.<br />

REQUIREMENTS OF POLYMER MODIFIED BINDERS (ELASTOMERIC THERMOPLASTICS<br />

AND RUBBER LATEX)<br />

Grade and Requirements<br />

Designation PMB 120 PMB 70 PMB40 Method of<br />

Test<br />

Penetration at<br />

25°C, 0. 1 mm,<br />

l00g, 5 sec.<br />

90 to 1 50 50 In X9 30 to 49<br />

IS:1203-<br />

1978<br />

Penetration at 35 22 18 IS:1205-<br />

4°C, 0.lmm<br />

1978<br />

200°, 60 sec..<br />

Minimum*<br />

Softening Point, 38 48 59 IS:1205-<br />

(R&B), °C,<br />

1978<br />

Minim um<br />

Fraass Breaking *-24 -16 -12 IS:9381-<br />

Point, °C,<br />

1978<br />

Maximum<br />

Ductility at 75 50 50 IS:1208-<br />

27°C, cm.<br />

1978<br />

Minimum<br />

Flash Point, 220 220 220 IS:1209-<br />

COC, °C,<br />

1978<br />

Minimum<br />

Elastic<br />

70 60 50 ASTM<br />

Recovery of<br />

Half Thread in<br />

Ductile meter at (50)** (40)** (30)** D5976-1996<br />

15°C, %,<br />

Minimum<br />

Separation, 4 4 4 ASTM<br />

Difference in<br />

Softening<br />

Point, R&B, °C,<br />

Maximum<br />

Viscosity at 1-3 2-6 4-8 15:1206-<br />

150°C, Poise<br />

1978<br />

Designation Grade and Requirements Method of<br />

Test<br />

PMB 120 PMB 70 PMB40<br />

Penetration at<br />

4°C, 0 1 mm,<br />

200g<br />

60 sec ,<br />

Minimum*<br />

18 15 12 IS:1203-<br />

1978

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