2012-12-27_REPORT - M1980244 ‎(11)‎

• Permit No: M1980244
• IBM Index Class Name: REPORT
• Doc Date: 12/27/2012
• Doc Name: QA Mon. & Test Results, ‎(PSES)‎- Section 1- Cover to Append. B.2 Doc. Photos.
• From: CC&V
• To: DRMS
• Email Name: TC1
• Media Type: D
• Archive: No

• Standard Proctor compaction (ASTM D698);
• Permeability (ASTM D5084, Method D);
• In -place density testing (ASTM D2922);
• Soil description (ASTM D2488);
• Bulk specific gravity (ASTM C127); and
• Point load strength index (ASTM D5731, Method D).
AMEC conducted appropriate tests as required by the specifications for SF, PBM, SLF,
DCF, and SSF.
The laboratory test results are summarized in Tables 5 through 9 and are presented in
Appendix H.
4.1.1 Grain Size Distribution
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AMEC analyzed the grain size distribution (gradation) of samples of SF, PBM, SLF, DCF,
and SSF. The results of gradation analyses are presented in Appendix H.1 and
summarized in Tables 5 through 9.
AMEC performed two (2) CQA gradations of SF. The testing frequency (approximately one
test per 16,900 cubic yards) exceeded the minimum specified testing frequency of one test
per 50,000 cubic yards. The SF CQA gradation results met project specifications and the
results are presented in Appendix H.1 and summarized in Table 5.
AMEC performed one (1) CQA gradation of PBM. The testing frequency (approximately one
test per 9,040 cubic yards) exceeded the minimum specified testing frequency of one test
per 10,000 cubic yards. The PBM CQA gradations met project specifications, and the
results are presented in Appendix H.1 and summarized in Table 6.
AMEC performed five (5) CQA gradations of SLF. The testing frequency (approximately one
test per 1,028 cubic yards) exceeded the minimum specified testing frequency of one test
AMEC Environment & Infrastructure, Inc.
2000 S Colorado Blvd 2 -1000
Denver, CO 80222
Tel 303 - 935 -6505
Fax 303 - 935 -6575 www amec.com 15