2018-01-04_REPORT - M1980244

• Permit No: M1980244
• IBM Index Class Name: Report
• Doc Date: 1/4/2018
• Doc Name Note: Construction Report Extension Record
• Doc Name: Construction Quality Assurance Report ‎(CQA)‎
• From: Newmont
• To: DRMS
• Type & Sequence: TR89
• Email Name: TC1
• Media Type: D
• Archive: No

EARTH ENGINEERING CONSULTANTS, LLC
SUMMARY OF LAIIORATORY TF,ST RESULTS
Sieve Analysis(AASHTO T 11&T 27/ASTM C 117&C 136)
' Sieve Size Percent Passing
4" (101.6 mm) 100
3" (76 mm) 100
2" (50 mm) 100
1 1/2" (37.5 mm) 95
' 1" (25 mm) 85
3/4" (19 mm) 71
1/2" (12.5 mm) 56
' 3/8" (9.5 mm) 49
No.4 (4.75 mm) 36
' No.8 (2.36 mm) 35
No. 10 (2 mm) 32
No. 16 (1.18 mm) 27
No.30 (0.6 mm) 23
No.40 (0.425 mm) 21
No.50 (0.3 mm) 19
No. 100 (0.15 mm) 17
No.200 (0.075 mm) 14.9
Liquid Limit,Plastic Limit and Plasticity Index of Soils(AASHTO T 89&T90/ASTM D 4318)
' Liquid Limit 25
Plastic Limit 21
' Plasticity Index 4
Description GC-GM
Project: CC&V Concentrator
Location: Victor,Colorado
Project No: 2174030
Sample ID, SSF-1-C
Sample Location: SSF Stockpile 420
Date: August 2017