27.01.2015 Views

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

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

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

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

(2) Spraying the chips with a light application of creosote, diesel oil or kerosene at ambient<br />

temperature. This spraying can be done in a concrete mixer or on a belt conveying the chips from<br />

stockpile to gritting lorries.<br />

510.3. Construction operations<br />

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

TABLE 500-21.<br />

GRADING REQUIREMENTS FOR CHIPS FOR SURFACE DRESSING<br />

IS<br />

Designation<br />

mm<br />

Sieve<br />

Cumulative per cent by weight of total aggregate passing<br />

for the following nominal sizes (mm)<br />

19 13 10 6<br />

26.5 100 - - -<br />

19.0 85-100 100 - -<br />

13.2 0-40 85-100 100 -<br />

9.5 0-7 0-40 85-100 100<br />

6.3 - 0-7 0-35 85-100<br />

4.75 - - 0-10 -<br />

3.35 - - - 0-35<br />

2.36 0-2 0-2 0-2 0-10<br />

0.60 - - - 0-2<br />

0.075 0-1.5 0-1.5 0-1.5 0-1.5<br />

Minimum 65%<br />

by weight<br />

of aggregate<br />

Passing 19 mm,<br />

retained 13.2mm<br />

Passing 13.2 mm,<br />

retained 9.5 mm<br />

Passing 9.5<br />

mm, retained<br />

6.3 mm<br />

Passing 6.3<br />

mm, retained<br />

3.35 mm<br />

510.3.2. Preparation of base:<br />

(i)The base on which the surface dressing is to be laid shall be prepared, shaped and conditioned<br />

to the specified lines, grade and cross section in accordance with Clause 501 or as directed by<br />

the Engineer in charge.<br />

(ii)Prime coat, where needed, shall be provided as per Clause 502 or as directed by the Engineer<br />

in charge.<br />

(iii)Where the existing surface shows signs of fatting up, the excess bitumen shall be removed by<br />

burning off, or manually, as specified in the Contract or directed by the Engineer in charge.<br />

(iv)The bituminous surface to be dressed shall be thoroughly cleaned either by using a<br />

mechanical broom and / or compressed air, or any other approved equipment / method as<br />

specified in the Contract or by the Engineer in charge.<br />

(v)The prepared surface shall be dust free, clean and dry, (except in the case of cationic emulsion<br />

where the surface shall be damp).<br />

510.3.3. Application of binder:<br />

(1) Apply the binder (at specified temperature) as per rate of speared of binder or as designed<br />

with an appropriate bitumen distributor bitumen distributor fitted with a spray bar. Binder shall be<br />

sprayed/ distributed uniformly over the prepared base, with self propelled or towed sprayer,<br />

capable of supplying the binder at specified rate to provide a uniformly unbroken spread of<br />

binder.<br />

(2)The application temperature for the grade of binder used shall be as given in Table 500-22 and<br />

the rate of spray as given in 510.2.3.<br />

510.3.4. Application of stone chips:

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!