HomeMy WebLinkAboutLaboratory Protor Compaction Test Report 09.14.2020Laboratory Proctor Compaction Test Report
108
106.5
II
iI1
105
U
d
PppPh-
C
a)
o
103.5
•
•
11
102
ZAV for
Sp.G. =
100 5
2.40
12 13.5 15 16.5 18 19.5 21
Water content,
Test specification: ASTM D 698-12 Method B Standard
Elev/
Depth
Classification
Nat.
Moist.
Sp.G.
LL
PI
% >
3/8 in.
% <
No.200
USCS
AASHTO
ML
A-4(0)
19
11
2.0
73.0
TEST RESULTS
MATERIAL DESCRIPTION
Maximum dry density = 105.6 pcf
Optimum moisture = 16.0 %
Sandy Silt
Project No. 20-7-343.A Client: Doolen Construction
Project: Lot 32, Pinyon Mesa, Cliffrose Way, Garfield County, Colorado
o Location: On Site Sample Number: 327-20
Remarks:
See Figure lA for classification results.
Figure 1
Kumar & Associates, Inc.
Glenwood Springs, Colorado
Tested By: KO
Checked By: DEH
PERCENT FINER
100
90
80
70
60
50
40
30
20
10
0
C C C
CD CO N
Particle Size Distribution Report
I I
I I
0 0 0
O O O O 0CD 0 a 0
# # # # #
rt
I I
l L
II
l
L
I-
I
7
1-
I
L
I-
I
100
10
GRAIN SIZE - mm.
01
0.01
0.001
% +3"
% Gravel
Coarse
Fine
Coarse
% Sand
Medium
Fine
Silt
% Fines
Clay
0.0
2.0
2.0
1.2
3.3
18.5
73.0
SIEVE
SIZE
PERCENT
FINER
SPEC.*
PERCENT
PASS?
(X=NO)
1.5
100.0
.75
98.0
.375
98.0
#4
96.0
#8
95.0
#16
94.0
#30
93.0
#50
90.0
#100
85.0
#200
73.0
(no specification provided)
Location: On Site
Sample Number: 327-20
Soil Description
Sandy Silt
Atterberg Limits
PL= 19 LL= 19 P1= 11
Coefficients
D90= 0.3000 D85= 0.1500 D60=
D50= D30= D15=
D10= Cu= Cc=
Classification
USCS= ML AASHTO= A-4(0)
Remarks
See Figure 1 for standard Proctor compaction results.
Date: 9/14/2020
Kumar & Associates, Inc.
Glenwood Springs, Colorado
Client: Doolen Construction
Project: Lot 32, Pinyon Mesa, Cliffrose Way, Garfield County, Colorado
Project No: 20-7-343.A
Figure 1A
Tested By: KO
Checked By: DEH