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

4
GOLDER ASSOCIATES INC.
LAKEWOOD, COLORADO
PARTICLE -SIZE ANALYSIS OF SOILS
ASTM C 117, C 136, D 421, D 422. D 1140, D 2216, D 2217
CC&V TECH SUPPORT
993 -2075
SAMPLE #:
DEPTH (ft):
-7/8 CRUSHED ORE
POST PERC
MOISTURE CONTENT (As tested) #200 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. %
X5
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. %
5 -9
258.30
632.57
249.00
539.58
32.93
158.34
9.30
-
216.07
7,785.07
4.30%
-
SIEVE
Wt. Ret. % Ret. % Pass. SIEVE
6.000"
Coarse Gravel 3.000"
1.500"
1.000"
Fine Gravel 0.750"
0.375"
Coarse Sand #4
Medium Sand #10
420
Fine Sand #40
#60
#100
#200
Fines PAN
0.00
0.00% 1.00.00 6.000"
0.00
0.00% 100.00% 3.000" Coarse Gravel
0.00
0.00% 100.00% 1.500"
29.00
0.37% 99.63% 1.000"
297.30
3.82% 96.18% 0.750" Fine Gravel
2431.40
31.23% 68.77% 0.375"
4,074.00
52.33% 47.67% #4 Coarse Sand
5,200.18
66.80% 33.20% #10 Medium Sand
5.992.34
76.97% 23.03% #20
6,446.58
82.81% 17.19% #40 Fine Sand
6,720.74
86.33% 13.67% #60
6,918.08
88.86% 11.14% #100
7,114.14
91.38% 8.62% #200
7.783.07
0.00% 100.00% PAN Fines
% C GRVL:
% F GRVL:
% C SAND:
% M SAND:
%F SAND:
% FINES:
% TOTAL:
3.8%
We. Color:
Fine to coarse GRAVEL
and fine to coarse
sand with little clay (GW)
48.5%
52.3% Description:
14.5%
16 0 /
LL:
8.6%
39.1% PL.
DATE:
TECH:
REVIEW:
17- Feb -00
8.6%
PI:
MK
100.0%
Gs:
-
DMD
4
GOLDER ASSOCIATES INC.
LAKEWOOD, COLORADO
PARTICLE -SIZE ANALYSIS OF SOILS
ASTM C 117, C 136, D 421, D 422. D 1140, D 2216, D 2217