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 80110
Phane:[phone]
Fax: [phone]
GRADATION -SOIL & AGGREGATE
Project No.: HA O1-012 Proj. Name: 25th Ave Slurry Wall -Greeley (27630-0 Sampled By:
Sample ID: 661 Lab Tech: MCH Test Date: 27-Jun-O1 Sample Date: n/a
Sample Location: HA-4, S-1
Soil Description:
AASHTO ClassiGcatian:
bm. mod. moist silty sand w/ gravel
#VALUE." Group Index #VALUE! Checked by: ~~-
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 piq
3" dish wt. (g) 133.5
2" wet soil bef. wash + dish (g) 386.3
I" dry soil bef. wash + dish (g) 372.7
3/4" dry soil aft. wash + dish (g) 325. I
1!2" -#200, % 19.9%
3/8" Moisture Content
#4 dish ID booty
#8 I wt. of dish (g) 144.2
#10 wet soil + dish (g) 442.7
#16 dry soil + dish (g) 426.7
#30 Moisture Content (%) g,7%
#40 Atterberg Limits (D 4318 & T 89/T90)
#50 Liquid Limit (LL) ]YV
#100 Plastic Limit (PL) NP
#200 Plasticity Index (PI) #VALUE!
Total grams LL '
Specificatian•'
1 PI
Sp lit Gradation S ample Weigh ts Remarks:
wet dry
Total wt. (g)

In-situ Unit Weight (for liner only)
diameter (inJ height (in.} I ( sample weight (g}
diameter (in.) height (in.) sample moisture content % 5.7%
diameter (in.) height (inJ I dry sample weight (g)
diameter (in.) height (in.) J I wet unit weight (pcf)
avg. diameter avg. height in-situ dry unit weight (pcf)
? - 1'21/99