HomeMy WebLinkAboutSOIL REPORT 537 Big Thompson Ave 2017
JECT83-125
7
6
EXPANSION UNDER CONSTANT
PRESSURE DUE TO WETTING
5
4
3
2
1
0
-1
-2
-3
N
-4
O
I
S
N
A
P
-5
X
E
%
N
-6
O
I
S
S
E
R
-7
P
M
O
C
-8
0.11.010100
APPLIED PRESSURE -KSF
Sample of SAND, CLAYEY (SC)
DRY UNIT WEIGHT=PCF
129
From TH - 3 AT 2 FEET
MOISTURE CONTENT=%
6.4
Swell Consolidation
SCM SOLUTIONS, LLC
STARBUCKS ESTES PARK
Test Results
CTL | T PROJECT NO. FC07783.000-125
FIGURE A-1
HYDROMETER ANALYSIS
SIEVE ANALYSIS
TIME READINGSU.S. STANDARD SERIESCLEAR SQUARE OPENINGS
7 HR.
25 HR.
45 MIN.15 MIN.60 MIN.19 MIN.4 MIN.1 MIN.*200*100*50*40*30*16*10*8*43/8"3/4"1½"3"5"6"8"
0
100
9010
80
20
D
70
G
30
E
N
N
I
I
S
A
S
T
A40
60
E
P
R
T
T
N
N
E
50
50E
C
C
R
R
E
E
P
P
40
60
30
70
20
80
10
90
100
0
.0010.002 .005.009.019.037.074.149.297.5901.192.02.384.769.5219.136.176.2127200
0.42
152
DIAMETER OF PARTICLE IN MILLIMETERS
SANDSGRAVEL
CLAY (PLASTIC) TO SILT (NON-PLASTIC)
FINEMEDIUMCOARSEFINECOARSECOBBLES
Sample of GRAVEL%SAND%
SAND, CLAYEY (SC)562
From SILT & CLAY%LIQUID LIMIT%
TH - 3 AT 4 FEET3323
PLASTICITY INDEX%
3
SIEVE ANALYSIS
HYDROMETER ANALYSIS
TIME READINGSU.S. STANDARD SERIESCLEAR SQUARE OPENINGS
7 HR.
25 HR.
45 MIN.15 MIN.60 MIN.19 MIN.4 MIN.1 MIN.*200*100*50*40*30*16*10*8*43/8"3/4"1½"3"5"6"8"
0
100
10
90
20
80
D
30
70
G
E
N
I
N
I
S
A
S
T
40
A
60
E
P
R
T
T
N
N
E50
50
E
C
C
R
R
E
E
P
P
60
40
70
30
80
20
90
10
100
0
.0010.002 .005.009.019.037.074.149.297.5901.192.02.384.769.5219.136.176.2127200
0.42
152
DIAMETER OF PARTICLE IN MILLIMETERS
SANDSGRAVEL
CLAY (PLASTIC) TO SILT (NON-PLASTIC)
FINEMEDIUMCOARSEFINECOARSECOBBLES
Sample of GRAVEL%SAND%
SAND, SLIGHTLY CLAYEY (SW-SC)2663
From SILT & CLAY%LIQUID LIMIT%
TH - 4 AT 2 FEET11
PLASTICITY INDEX%
SCM SOLUTIONS, LLC
Gradation
STARBUCKS ESTES PARK
CTL | T PROJECT NO. FC07783.000-125 Test Results
FIGURE A-2
Page 1 of 1
DESCRIPTION
SAND, CLAYEY (SC)SAND, CLAYEY (SC)SAND, CLAYEY (SC)SAND, SLIGHTLY CLAYEY (SW-SC)SAND, CLAYEY (SC)
(%)
0.010.030.03
WATER-
SOLUBLE
SULFATES
37331116
(%)
SIEVE
NO. 200
PASSING
150
(PSF)
APPLIED
PRESSURE
0.2
(%)
TABLE A-I
SWELL*
SWELL TEST RESULTS*
3
INDEX
SUMMARY OF LABORATORY TESTING
PLASTICITY
23
LIMIT
ATTERBERG LIMITS
LIQUID
129118
DRY
(PCF)
DENSITY
6.46.66.6
(%)
15.111.2
CONTENT
MOISTURE
42424
(FEET)
DEPTH
TH-2TH-3TH-3TH-4TH-4
BORING
* NEGATIVE VALUE INDICATES COMPRESSION.SCM SOLUTIONS, LLCSTARBUCKS ESTES PARKCTL|T PROJECT NO. FC07783.000-125