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 4:
DEPTH (ft):
CC &V/TECHNICAL SUPPORT /CO
993 -2075
DRAIN COVER FILL 3
BEFORE PERM
MOISTURE CONTENT (As
tested)
#200 WASH (Percent Fines)
Tare
DC3
Tare
-
Weight Wet Soil & Tare, g
321.91
Weight Soil & Tare Before Wash. g
-
Weight Dry Soil & Tare, g
301.30
Weight Soil & Tare After Wash, g
-
Weight Tare, g
33.79
Weight Tare, g
-
Weight Water, g
20.61.
Weight Fines Lost, g
-
Weight Dry Soil, g
267.51
Weight Dry Soil, g
12.331.14
Moisture. %
7.70%
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% 3.000" Coarse Gravel
1.500"
0.00
0.00% 100.00% 1.500"
1.000"
1,240.50
10.06% 89.94% 1.000"
Fine Gravel 0.750"
2.716.60
22.03% 77.97% 0.750" Fine Gravel
0.375'
5,823.20
47 22% 52.78% 0 375"
Coarse Sand 44
7,953.60
64.50% 35.50% 44 Coarse Sand
Medium Sand 410
9,260.76
75.10% 24.90% 010 Medium Sand
420
10.196.60
82 69 17.31% = -C
Fine Sand 440
10.762.36
87.28% 12.72% 440 Fine Sand
460
11,096.17
89.98% 10.02% 460
4100
11,340.81
91.97% 8.03% #100
4200
11,565.57
93.79% 6.21% 4200
Fines PAN
12.331.14
0.00% 100.00% PAN Fines
% C GRVL:
Wet Color:
22.0%
Fine to coarse GRAVEL
%F GRVL:
42.5%
64.5%
Description:
with some fine to coarse sand,
% C SAND:
10.6%
little clay (GP -GC)
%M SAND:
12.2%
L.:
LL
%F SAND:
6.5%
29.3%
PL:
PL
DATE:
02 Oct - 99
%FINES:
6.2%
PI:
PI
TECH:
RD
%TOTAL:
100.0%
Gs:
Gs
REVIEW:
DIM
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