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

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ase, followed by a cover of stone chips rolled in to form a wearing course to the requirements of<br />

these <strong>Specification</strong>s. For information on the Design of Surface Dressing refer to the Manual for<br />

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

510.2. Materials<br />

510.2.1. Binder: The binder shall have a kinematics viscosity lying in the range IxlO4 to TxlO5<br />

centistokes at the expected range of road surface temperatures at the construction site during the<br />

period of lying. The type of binder to be used will be stated in the Contract documents and shall<br />

.comply with one of the following:<br />

Paving Bitumen IS: 73<br />

Bitumen Emulsion IS: 8887<br />

510.2.2. Aggregates for surface dressing:<br />

(i)The chips shall conform to the requirements of Clause 504.2.2., except that their water<br />

absorption shall be restricted to a maximum of 1 per cent and they shall have a Polished Stone<br />

value, as measured by the method given in BS812 (<strong>Part</strong> 114), of not less than 60. (ii)The chips<br />

shall be single sized, clean, hard, durable, of cubical shape, free from dust and soft or friable<br />

matter, organic or other deleterious matter and conforming to one of the grading given in Table<br />

500-21.<br />

510.2.3. Rates of spread of binder and chips for surface dressing: For the purpose of pricing<br />

the Bill of Quantities the rates of spread given in Table 500-20 shall be priced.<br />

TABLE 500-20.<br />

NOMINAL RATES OF SPREAD FOR BINDER AND CHIPPINGS<br />

Chipping Size mm<br />

Binder<br />

(penetration grade bitumen)<br />

kg/m2<br />

Chips<br />

Cum/m2<br />

19 1.2 0.015<br />

13 1.0 0.010<br />

10 0.9 0.008<br />

6 0.75 0.004<br />

Note:<br />

(1) These rates of spread are for pricing purposes - see Clause 510.2.3 and Clause 510.8<br />

(2) For emulsion, these rates of spread are for the residual bitumen and appropriate adjustment<br />

must be made to determine the total quantity.<br />

(3) Refer to Manual for Construction and Supervision of Bituminous <strong>Works</strong> for the procedure of<br />

determining the rates of spread of binder and chips.<br />

510.2.4. Anti-stripping agent: Where the proposed aggregate fails to pass the stripping test<br />

then an approved adhesion agent may be added to the binder in accordance with the<br />

manufacturer’s instructions. The effectiveness of the proposed anti - stripping agent must be<br />

demonstrated by the Contractor, before approval by the Engineer in charge.<br />

510.2.5. Pre -coated chips: As an alternative to the use of an adhesion agent the chips may be<br />

pre-coated before they are spread except when the sprayed binder film is a bitumen emulsion.<br />

Pre-coating the chips may be carried out in any one of the two methods: -<br />

(1) Mixing them with 0.75 to 1.0 per cent of paving bitumen by us light of chips in a suitable<br />

mixer, the chips being heated to 160°C and the bitumen to its application temperature. The precoated<br />

chips shall be allowed to cure for at least one week or until they become non sticky and<br />

can be spread easily.

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