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

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Increase in Softening Point, °C,<br />

Maximum 7 6 5 IS:1205-1978<br />

Reduction in Penetration at 25°C,<br />

%, Maximum<br />

35 35 35<br />

Elastic Recovery of Half Thread in<br />

Ductilometer at 15°C, %, Minimum 45 35 30<br />

IS:1203-1978<br />

ASTM<br />

D5976-1996<br />

* Relevant to snow bound cold climate areas<br />

not less than three pairs of samples shall not exceed 5°C. Other pre-blended modified binders<br />

shall be stored with appropriate circulation or agitation facility, according to the manufacturer’s<br />

instructions.<br />

521.6. Measurement for Payment<br />

Modified binder supplied for the Contract shall be paid for in Tonnes.<br />

TABLE 500-46.<br />

REQUIREMENTS OK POLYMER MODIFIED BINDERS (TREATED WITH MODIFIED CRUMB<br />

RUBBER)<br />

Designation<br />

Grade and Requirements<br />

PMB 120 PMB 70 PMB40<br />

Method of Test<br />

Penetration at 25°C, 0.lmm, l00g, 5 sec. 50-70 50-60 40-60 IS:1203-1978<br />

Softening Point. (R&B), °C,<br />

Minimum<br />

50 55 60 IS:1205-1978<br />

Elastic Recovery of Half Thread in<br />

Ductilometer at 15°C, %, Minimum 60 50 40<br />

Test on Thin Film Oven Test Residue (IS:9382-1979)<br />

ASTM<br />

D5976-1996<br />

Reduction in Penetration at 25°C,<br />

% Maximum<br />

60 60 60 IS:1203-197<br />

Increase in Softening Point (R&B),<br />

°C, Maximum<br />

5 5 5 IS:1205-1978<br />

Elastic Recovery of Residue of Half<br />

ASTM<br />

Thread in Ductilometer at 15°C, %,<br />

25 20 15<br />

D 5976-1996<br />

Minimum<br />

CRMB - Crumb Rubber Modified Bitumen<br />

521.7 Rate<br />

The contract rate for modified binder shall be as per contract agreement.<br />

522. CRACK PREVENTION COURSES1<br />

522.1. Scope<br />

(i)This clause covers the provision of Stress Absorbing Membrane (SAM) and Stress<br />

(ii)Absorbing Membrane Interlayer (SAMI) as measures to inhibit the propagation of cracks.<br />

(iii)A SAM is an elastomeric bitumen rubber membrane, which is laid over a cracked road surface,<br />

together with a covering of aggregate chips, in order to extend the life of the pavement before<br />

major treatment is carried out.<br />

(iv)SAM can be laid as a single coat or a double coat.<br />

(v)A SAMI is a layer which is applied to a cracked pavement surface but which is followed (within<br />

12 months) by the application of an overlay course.<br />

(vi)A SAMI may be a material similar to that used for a SAM.<br />

(vii)It may alternatively consist of a bitumen impregnated geotextile.

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