RANHILL SAJ SDN. BHD.
BORANG PENGUJIAN PEMADATAN DI TAPAK
KAEDAH "SAND REPLACEMENT METHOD"
Project Details
Project Ref No.
:
Contractor
:
DMA / Road Name
:
Test Date
:
MDD :
Bulk Density of Sand
Tested By
:
OMC :
Bulk Density, Mg / m3
Test No.
 
P1
Chainage,
m
Depth,
m
Weight of Sample,
Ws
Weight of Sand, Before Pouring.
S1
Weight of Sand, After Pouring.
S4
Weight of Sand, In Core.
S2
Weight of Sand, In Hole. (S1-S4-S2)
Sb
Bulk Density,
P = (Ws x Ps)
Kg/m3
 
Sb
 
Moisture Content, %
Container No.
 
TR1
TR2
Weight of Container, M1.
g
Weight of Wet Sample + Container, M2.
g
Weight of Dry Sample + Container, M3
g
Weight of Moisture. (M2-M3)
g
Weight of Dry Sample. (M3-M1)
g
Moisture Content,
W = (M2 - M3)
x 100
 
(M3-M1)
 
Ave. Moisture Content, W
%
Dry Density,
Pdry = 100 x P
Kg/m3
 
100 + W
 
Degree of Compaction Achieved,
%
Compaction Requirement,
%
95
Acceptance Note
 
Pass
Remarks :
 
KAMI MENGAKU DAN MENGESAHKAN BAHAWA PENGUJIAN TELAH DIJALANKAN DENGAN
SEMPURNA MENGIKUT PENENTUAN KERJA YANG DILULUSKAN OLEH RANHILL SAJ SDN. BHD. DAN
UJIAN TELAH DILAKSANAKAN SECARA BERSAMA
RANHILL SAJ
KONTRAKTOR
PERUNDING
 
 
 
 
 
 
Tandatangan & Cop Rasmi
Tandatangan & Cop Rasmi
Tandatangan & Cop Rasmi