NOVA TECH ENGINEERING SOLUTION SMC PVT LTD.
Moisture-Density Relationship of Soils
(ASTM D 698 - D 1557 - AASHTO T 99 - T 180)
Project Net Zero Enery Building Lahore Date 31-01-2025
Client : IDAP
Consultant : ACE Mould Volume 2124.3 cm³
Contractor : AAJ SONS
Mould Wt. 4304 g
A Mold No. 1 2 3 4 5
B Wt. Compacted Wet soil + Mold (gm) 8042 8304 8355 8507 8595
C Wt. Mold (gm) 4304 4304 4304 4304 4304
D Volume of Mold (cc) 2124.3 2124.3 2124.3 2124.3 2124.3
E Wt. Compacted Wet soil (gm) 3738 4000 4051 4203 4291
F Wet Density (gm/cc) 1.760 1.883 1.907 1.979 2.020
G Container No.
H Wt. of Container 35.5 65.5 71.5 45.5 26.6
I Wt. Wet Soil + Container (gm) 170.6 238.4 255.0 203.1 167.1
J Wt. Dry Soil + Container (gm) 166.0 225.7 240.0 185.8 148.9
K Wt of Water (gm) 4.6 12.7 15.0 17.3 18.2
L Wt. of Dry Soil (gm) 130.5 160.2 168.5 140.3 122.3
M Water Content % 3.5 7.9 8.9 12.3 14.9
N Dry Density (g/cc) 1.700 1.745 1.751 1.762 1.758
OPIMUM MOISTURE CONTENT % 12.3
MAXIMUM DRY DENSITY gm/cc 1.762
Moisture-Density Relationship
1.770
1.760
1.750
1.740
Dry Density gm/cm3
1.730
1.720
1.710
1.700
1.690
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0
Moisture Content %
Tested By: Checked and Approved By:
Muzamil Khan
Lab Technician: Material Engineer
