Mixed Use Building 70-80 Main Street Queensbury NY sample 23082 max density determinationCONSTRUCTION TECHNOLOGY
INSPECTION & TESTING DIVISION, P.D.& T.S., INC.
4 William Street, Ballston Lake, New York 12019
Phone: (518) 399-1848 Email: constructiontech@live.com
CLIENT: FOOTHILLS BUILDERS REPORT DATE: 04/07/23
9 MOUNTAINSIDE DRIVE SAMPLE NUMBER: 23082
QUEENSBURY, NEW YORK 12804 OUR FILE NUMBER: 100.319
LAB TECHNICIAN: ROBERT BEHAN
ATTN: MR. JOE LEUCI
PROJECT: MIXED USE BUILDING: 70-80 MAIN STREET, QUEENSBURY, NEW YORK
REPORT OF MOISTURE / DENSITY RELATION OF SOILS ::: PROCTOR
MATERIAL SOURCE: ONSITE MATERIAL
MATERIAL DESCRIPTION: SAND, fine/medium; trace Silt/Clay
PROCTOR METHOD: ASTM D-1557: MODIFIED EFFORT
GRADATION METHOD: ASTM D-1140 / D-422: WASHED
MAXIMUM DENSITY 107.6 PCF
OPTIMUM MOISTURE 14.2 %
GRADATION
SIEVE
PERCENT
SPECIFICATION
SIZE
PASSING
ALLOWANCE
4"
3"
2 1/2"
2"
1 1/2"
V
3/4"
1/2"
3/8"
1/4"
#4
100.0
1/8"
#8
99.8
#10
#16
98.5
#20
#30
93.4
#40
53.2
#50
15.8
#60
12.2
#80
#100
5.1
#140
#200
2.4
REPORT DISTRIBUTION:
1
2
3
4
5
113
112
111
H
z 110
w
0
0 109
I-
O
O
LL
U 108
m
n
U
w 107
a
0
=z 106
O
a.
105
104
103
10
ZERO AIR VOIDS CURVE: 2.46 SPECIFIC GRAVITY
11 12 13 14 15 16 17 18
MOISTURE CONTENT::: PERCENT DRY WEIGHT
GENERAL NOTES:
Respectfully,
CONSTRUCTION TECHNOLOGY
)a4v' &.4.
ROBERT BEHAN, (NICET)
MANAGER TECHNICAL SERVICES