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 Technicat~ Services, Inc.
3217 West Hampden Avenue
Englewood, Colorado 30110
Phone: [phone]
Fax: [phone]
Project No.: HA 01-012
Sample ID: 659
Sample Location:
Soil Description:
AASHTO Classification:
GRADATION -SOIL & AGGREGATE
Proj. Name: 25th Ave Slurry Wall -Greeley (27630-0 Sampled By:
Lab Tech: MCH Test Date: 27-Jun-O1 Sample Date: n/a
HA-3, S-3
drk. brn, moist clay and sand
A-6 Group Index 5
Checked by:
Sieve Analysis (ASTM C 136 & AASHTO T 27) -#200 Wash (D 1140, C 117 & T 11)
sieve size accum. wt. (g) %retained %pazs Spec's dish ID wow
3" dish wt. (g) 162.4
2" wet soil bef. wash + dish (g) 433.8
1" dry sail bef. wash + dish (g) 386.0
3/4" dry soil afr. wash + dish (g) 266.1
1/2" -#200, % 53.6%
3/8" Moisture Conteut
#4 dish ID hilo
#8 wt. of dish (g) 231.7
#10 wet soil + dish (g) 514.4
#16 dry soil + dish (g) 464.5
#3Q Moisture Content (%) 21A%
#40 Atterberg Limits (D 4318 & T 89lT90)
#50 Liquid Limit (LL) 31
#100 PlazticLimit(PL) IS
#200 103.7 46.4 53.6 Plasticity Index (PD 16
Total 223.6 grams LL
Specification:'
PI '
Sp lit Gradation S ample Weigh ts Remarks:
wet dry
Total wt. (g)

In-situ Unit Weight (for liner only)
diameter (in.) height (in.) sample weight (g)
diameter (in.) height (in.) sample moisture content % 21,4%
diameter (inJ height (inJ I dry sample weigh[ (g)
diameter (inJ height (in.) I Iwet unit weight (pcf)
avg. diameter avg. height in-situ dry unit weight (pcf)
Rev 2 - 12/2J/99