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

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522.2. Materials<br />

522.2.1. Binder: Binder shall be a modified binder complying with the requirements of Clause<br />

523, according to the requirements of the Contract, except that paving grade bitumen of 80 -100<br />

penetration complying with the requirements of IS: 73 shall be used in the case of a bitumen<br />

impregnated geotextile.<br />

522.2.2. Aggregate:<br />

(i)The requirements of Clause 510.2.2 apply except that the Polished Stone Value requirement<br />

does not apply in the case of a SAMI. Where required by the contract, aggregate shall be precoated<br />

using either of the techniques permitted by Clause 510.2.5.<br />

522.2.3. Rates of spread of binder and aggregate: The rates of spread of binder and aggregate<br />

shall be according to one of the size alternatives in Table 500-47, as required by the Contract.<br />

522.2.4. Geotextile: The use of geotextile as prescribed for SI. No. 7 in Table 500-47 shall<br />

conform to the requirements of Clause 704.3.<br />

522.3. Construction Operations<br />

522.3.1. Weather and seasonal limitations: Clause 501.5.1 shall apply.<br />

522.3.2. Preparation of base:<br />

(i)The base on which the SAM, SAMI or bitumen impregnated geotextile is to be laid shall be<br />

prepared, in accordance with Clause 501 and as directed by the Engineer in charge.<br />

(ii)The surface shall be thoroughly cleaned either by using a mechanical brush or any other<br />

equipment / method approved by the Engineer in charge. Dust removed in the process shall be<br />

blown off with compressed air.<br />

522.3.3. Application of binder:<br />

(i)The equipment and general procedures shall all be in accordance with the Manual for<br />

Construction and Supervision of Bituminous <strong>Works</strong>.<br />

(ii)The application temperature for modified binder shall be 160-170°C. Binder for bitumen<br />

impregnated<br />

TABLE 500-47.<br />

QUANTITY OK MATERIALS REQUIRED FOR 10 SQ.M. OK ROAD SURFACE FOR STRESS<br />

ABSORBING MEMBRANE<br />

SI.<br />

No<br />

1<br />

2<br />

3<br />

Type and Width of Crack<br />

Hair cracks and map crack<br />

up to 3mm width<br />

Map cracks or alligator<br />

cracks 3mm to 6mm width<br />

Map cracks or alligator<br />

cracks 6mm to 9mm width<br />

4 Cracks above 9mm width cracked<br />

area above 50%<br />

<strong>Specification</strong><br />

of<br />

SAM lobe<br />

applied<br />

Single coal<br />

SAM<br />

or 2nd<br />

coat of two<br />

coal SAM<br />

Single coal<br />

SAM<br />

Quantity<br />

of binned<br />

Kg/10m2<br />

8 - 10<br />

10- 12<br />

Two coat SAM<br />

1<br />

12 – 14<br />

1st<br />

coat<br />

2nd<br />

8 – 10<br />

coat<br />

Two coat SAM<br />

1st 14- 16<br />

Quantity of chipping<br />

0. 10 m3<br />

of 5.6mm chips<br />

0.11m3<br />

of 5.6mm chips<br />

0.12m1<br />

of 5.6mm and<br />

11.2mm chips in 1:1<br />

rati<br />

0.103<br />

of 5.6mm chips<br />

0.12m3<br />

of 11.2mm chips

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