2012-02-28_REVISION - M1980244 ‎(69)‎

• Permit No: M1980244
• IBM Index Class Name: REVISION
• Doc Date: 2/28/2012
• Doc Name: VOL 5, Appendix B: Part 2
• From: CC&V
• To: DRMS
• Type & Sequence: AM10
• Email Name: TC1
• Media Type: D
• Archive: No

GOLDER ASSOCIATES INC.
LAKEWOOD, COLORADO
PARTICLE -SIZE ANALYSIS OF SOILS
ASTMC117, C136 .D421,D422,D1140,D2216,D2217
CC &V/TECHNICAL SUPPORT /CO
993 -2075
SAMPLE #:
DEPTH (ft):
-2 INCH ORE
BEFORE PERC
MOISTURE CONTENT (As tested) 4200 WASH (Percent Fines)
Tare
Weight Wet Soil & Tare, g
Weight Dry Soil & Tare, g
Weight Tare, g
Weight Water, g
Weight Dry Soil, g
Moisture. %
M8
Tare
Weight Soil & Tare Before Wash. g
Weight Soil & Tare After Wash. g
Weight Tare. g
Weight Fines Lost. g
Weight Dry Soil, g
Fines Lost. %
-
195.56
-
187.10
-
- 25.40
-
8.46
-
161.70
58,988.27
5.23%
-
SIEVE
Wt. Ret. % Ret. % Pass. SIEVE
6.000"
Coarse Gravel 3.000"
2.000"
1.500"
1.000"
Fine Gravel 0.750"
0.375"
Coarse Sand #4
Medium Sand 410
420
Fine Sand #40
#60
#100
#200
Fines PAN
0.00
0.00% 100.00% 6.000"
0.00
0.00% 100.00% 3.000" Coarse Gravel
0.00
0.00% 100.00% 2.000"
12.635.50
21.42% 78.58% 1.500"
26.096.40
44.24% 55.76% 1.000"
33,807.90
57.31% 42.69% 0.750" Fine Gravel
44.968.60
76.23% 23.77% 0.375"
51.25 8.20
86.90% 13.10% #4 Coarse Sand
54,271.06
92.00% 8.00% #10 Medium Sand
56,103.27
95.11% 4.89% #20
57.037.29
96.69% 3.31% #40 Fine Sand
57,544.30
97.55% 2.45% #60
57,869.95
98.10% 1.90% #100
58.163.95
98.60% 1.40% #200
58.988.27
0.00% 100.00% PAN Fines
% C GRVL:
% F GRVL:
% C SAND:
%M SAND:
% F SAND:
% FINES:
%TOTAL:
57.3%
Wet Color:
Fine to coarse GRAVEL
with little fine to coarse
sand, trace clay (GW)
29.6%
86.9% Description:
5.1%
4.7%
LL:
NA
1.9%
11.7% PL:
NA
DATE:
TECH:
REV'EW:
14- Feb -00
1.4%
P::
NA
TM
100.0%
Gs:
-
DMD
GOLDER ASSOCIATES INC.
LAKEWOOD, COLORADO
PARTICLE -SIZE ANALYSIS OF SOILS
ASTMC117, C136 .D421,D422,D1140,D2216,D2217