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
ASTM C 117, C 136, D 421, D 422, D 1140, D 2216, D 2217
FIGURE 2
SAMPLE #:
DEPTH (ft):
CC &V/TECHNICAL SUPPORT /CO
993 -2075
CRESSON ORE
BEFORE PERC.
MOISTURE CONTENT (As
tested)
#200 WASH (Percent Fines)
Tare
XU
Tare
-
Weight Wet Soil & Tare, g
289.36
Weight Soil & Tare Before Wash, g
-
Weight Dry Soil & Tare, g
272.88
Weight Soil & Tare After Wash, g
-
Weight Tare, g
32.76
Weight Tare, g
-
Weight Water, g
16.48
Weight Fines Lost, g
-
Weight Dry Soil, g
240.12
Weight Dry Soil, g
16,683.94
Moisture, %
6.86%
Fines Lost, %
-
SIEVE
Wt. Ret.
% Ret. % Pass. SIEVE
6.000"
0.00
0.00% 100.00% 6.000"
Coarse Gravel 3.000"
0.00
0.00% 100.00% 3000" Coarse Gravel
1.500"
1,865.70
11.18% 88.82% 1.500"
1.000"
4,2'71.10
25.60% 74.40% 1.000"
Fine Gravel 0.750"
5,969.00
35.78% 64.22% 0.750" Fine Gravel
0.375"
9,175.60
55.00% 45.00% 0.375"
Coarse Sand #4
11,509.10
68.98% 31.02% #4 Coarse Sand
Medium Sand #10
13,129.88
78.70% 21.30% #10 Medium Sand
#20
14.190.57
85.06% 14.94% #20
Fine Sand #40
14,817.38
88.81% 11.19% #40 Fine Sand
#60
15,181.78
91.00% 9.00% #60
#100
15,462.78
92.68% 7.32% #100
#200
15,711.91
94.17% 5.83% #200
Fmess PAN
16,683.94
0.00% 100.00% PAN Fines
% C GRVL:
Wet Color:
35.8%
Fine to coarse GRAVEL
%F GRVL:
33.2%
69.0%
Description:
with some fine to coarse sand,
% C SAND:
9.7%
little clay (GP -GC)
% M SAND:
10.1%
LL:
LL
%F SAND:
5.4%
25.2%
PL:
PL
DATE:
20- Sep -99
% FINES:
5.8%
PI:
PI
TECH:
MK
% TOTAL:
100.0%
Gs:
GS
REVIEW:
DMD ,
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
FIGURE 2