PERMFILE64534

• Permit No: M2002020
• IBM Index Class Name: Permit File
• Doc Date: 5/13/2002
• Doc Name: Slurry Wall Documents Appendix C
• From: Applegate Group Inc.
• To: DMG
• Media Type: D
• Archive: No

Construction Technical Services, Inc.
3217 West Hampden Avenue
Englewood, Colorado 30110
Phone: [phone]
Fax: [phone]
GRADATION -SOIL & AGGREGATE
Project No.: HA 01-012 Proj. Name: 25th Ave Slurry Wall -Greeley (27630-0 Sampled By: HA
Sample ID: 703 Lab Tech: JWA Test Date: 5-lul-O1 Sample Date: 23-lun-01
Sample Location: HA-SH, H2
Soil Description:
AASHTO Classification:
A-6 Group Indec 9
Checked by: r ,>5 ~
Sieve Analysis (ASTM C 136 & AASHTO T 27) -#200 Wash (D 1140, C 117 & T 11)
sieve size accum. wt. (g) %retained %pass Spec's dish ID pie
3" dish wt. (g) 223.8
2" wet soil bef. wash +dish (g) 341.1
1" dry soil bef. wash +dish (g) 315.4
3/4" dry soil aft. wash +dish (g) 256.1
i/2" -#200, % 64.7%
3/8" Moisture Content
#4 dish ID hilo
#8 wt. of dish (g) 231.E
#10 wet soil +dish (g) 383.4
#16 dry soil+dish (g) 350.!
#30 Moisture Content (%) 28.1 %
#40 Atterberg Limits (D 4318 & T 89/T90)
#50 Liquid Limit (LL) 31
#100 Plastic Limit (PL) 12
#200 32.3 35.3 64.7 Plasticity Index (PI) 19
Total 91.6 grams ~ LL
Specification:•
PI 1
Sp lit Gradation S ample Weigh ts Remarks:
wet dry
Total wt. (g)

In-situ Unit Weight (for liner only)
diameter (inJ height (inJ sample weight (g)
diameter (in.) height (inJ sample moisture content % 28.1%
diameter (in.) height (in.) dry sample weight (g}
diameter (in.) height (in.) wet unit weight (pcfl
avg. diameter avg. height in-situ dry unit weight (pct
Rnv J - 1