ii.
Field Density of GSB ( Sand replacement method)
Road/Package Details : Date of Testing :
Sample Details ( Location/Chainage/Source Thickness of layer :
etc. ):
Observation
Calibration Quantity
i. Mean weight of sand in cone(of pouring
cylinder)(W2) in gm
ii. Volume of calibrating cylinder (V) in cc
iii. Weight of sand (+cylinder) before pouring
(a) (W1) in gm
iv. Mean weight of sand(+cylinder) after
pouring(W3) in gm
v. Weight of sand to fill calibrating cylinder
( Wa=W1-W2-W3) in gm
vi. Bulk density of sand Ys= (Wa/V) gm/cc
Determination of soil density
i. Weight of wet soil from hole (Ww) in gm
vii. Weight of sand (+cylinder) before pouring
(W1) in gm
viii. Mean weight of sand(+cylinder) after
pouring(W4) in gm
ix. Weight of sand in hole, Wb=(W1-W4-W2) in
(b)
gm
v. Bulk Density Yb= (Ww/Wb)*Ys, gm/cc
vi Moisture content (W) percent
vii. Weight of dry soil from the hole
viii Dry density , gm/cc
ix Proctor density(gm/cc)
x % Compaction
Whether conform to prescribed limit
Layer Value Permissible limit
(Yes/No)
-conformance Report will be issued by the PIU .The
reference of the Page No. of this register on which Non-conformance Reports copy preserved.
* Field density as per cent of Maximum Dry Density at OMC.
Checked by: Tested by