4895_RAL20-0020Response

 

NOo2
PAVEMENT DESIGN CH. O- CH. 1b-78

“IWO-COAT SEAL “TO BE PLACED OVER N®1 GRAVEL FavVEMENT:
= PRIMER SEAL, lomun SCREENINGS Q, [m3/109m2
ON BITUMEN 170@ /.64/m*
- TOP cAT lOmm SCREENINGS@ Inn /MOm*
ON BITUMEN [#0@ /.0 L/m2,

ALC SCREENINGS Ple-coATED.

 

CONTROL LINE 1.-

a

“ToPsoiz.: Vdrsoin SHALL BE REMOVED , STOCK/ILED ¥ KE~USED TO COVER (tte
DISTURBED EARTUW ORKS To A Muy. COmPACIED OEPTH OF 75mm, of
HypkomuccHeh,
 NANVE BUSS Mik,

N21 PAVEMENT DESIGN (GeAVEL) . CH.1L.78 - 358 Nom.

 

 

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WEARING COURSE: UNBOUND PAVEMENT TYPE 2-2 /CéR 4S) /
MIN. ZOVPACTION 109% ROD. TPE 2.1 FoRN®.2 Pesky

7

 

BASE conse > UNBOUND PAVEMENT TYRE 2.5 (CBRiS)
WN. comPAct en 100% Wp.

NATURAL SUBGRADE MIN. COMPACTION: 777 ROD For C SusGMDE
LACED FLL 4 SuRGRADE WITKIN Zoom OF FNisHeD NSAI
SUBGRAPE LEVEL.

 

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\ > MINIMUM DE SIGhs DEPTH Be BY ENGINEER AFTER TESTING
JN- SITU SURG RADE, DESTEN Ts PER ARKG UNSEALED ROADS
MANUAL ASSUMING SUSGRADE CBR S77 (SOAKED)

ROD = RELATIVE Dey DENSITY.
\ " \MPoeTeD ALL SHALL HAVE MIN. SOAKED CBR 10%

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