HomeMy WebLinkAboutCompaction ReportTested By: KO Checked By: SLP
COMPACTION TEST REPORT
Dr
y
d
e
n
s
i
t
y
,
p
c
f
107
108
109
110
111
112
Water content, %
13 14 15 16 17 18 19
15.0%, 110.7 pcf
ZAV for
Sp.G. =
2.50
Test specification:ASTM D 698-12 Method B Standard
CL-ML A-4(4)28 7 5 76
Silty Clay with Sand
20-7-610.A Burkholder Homes
See Figure 1A for classification results.
7/12/2024
1
Elev/Classification Nat.Sp.G.LL PI % >% <
Depth USCS AASHTO Moist.3/8 in.No.200
TEST RESULTS MATERIAL DESCRIPTION
Project No.Client:Remarks:
Project:
Date:
Location: Stockpile in Driveway Sample Number: 182-24
Kumar & Associates, Inc.
Glenwood Springs, Colorado Figure
Maximum dry density = 110.7 pcf
Optimum moisture = 15.0 %
Lot S5, Filing 8, Aspen Glen, Garfield County, Colorado
Tested By: KO Checked By: SLP
Kumar & Associates, Inc.
Glenwood Springs, Colorado
7/12/2024
1A
(no specification provided)
PL=LL=PI=
D90=D85=D60=
D50=D30=D15=
D10=Cu=Cc=
USCS=AASHTO=
*
Silty Clay with Sand
1.5
.75
.375
#4
#8
#16
#30
#50
#100
#200
100
97
95
94
94
93
92
90
85
76
21 28 7
0.3000 0.1500
CL-ML A-4(4)
See Figure 1 for standard Proctor compaction results.
Burkholder Homes
Lot S5, Filing 8, Aspen Glen, Garfield County, Colorado
20-7-610.A
Soil Description
Atterberg Limits
Coefficients
Classification
Remarks
Location: Stockpile in Driveway
Sample Number: 182-24 Date:
Client:
Project:
Project No:Figure
SIEVE PERCENT SPEC.*PASS?
SIZE FINER PERCENT (X=NO)
PE
R
C
E
N
T
F
I
N
E
R
0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE - mm.
0.0010.010.1110100
% +3"Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0 3 3 0 3 15 76
6
i
n
.
3
i
n
.
2
i
n
.
1½ i
n
.
1
i
n
.
¾ i
n
.
½ i
n
.
3/
8
i
n
.
#4 #1
0
#2
0
#3
0
#4
0
#6
0
#1
0
0
#1
4
0
#2
0
0
Particle Size Distribution Report