2010-11-15_REVISION - M1980244 ‎(189)‎

• Permit No: M1980244
• IBM Index Class Name: REVISION
• Doc Date: 11/15/2010
• Doc Name: QA Monitoring and Test Results- 2010, VOL. II, Appendix D, Weekly Reports, Part 4
• From: CC&V
• To: DRMS
• Type & Sequence: AM9
• Email Name: BMK
• Media Type: D
• Archive: No

amec-O
Earth & Environmental
J8+00 (+/-), approximately 0 to 300 feet left of centerline. A CAT D-9 dozer was used to rip
the subgrade surface to a depth of 6" to 8". The subgrade was then moisture conditioned using
a CAT 773 water tuck and compacted using a 10-ton vibratory smooth drum compactor. The
entire surface of the subgrade was compacted with at least 4-passes. These areas were
inspected by an AMEC representative and accepted for structural fill placement.
E) Cut to Fill
1) VLF
A John Deere 850D excavator, a Komatsu 800 excavator, a CAT 375 excavator, and a CAT
385 track excavator, excavated structural fill material from the following areas: between
stations A8+50 (+/-) and A9+00 (+/-), approximately 25 left of centerline to 25 feet right of
centerline; between stations A13+00 (+/-) and A14+00 (+/-), approximately 30 to 75 feet left
of centerline; between stations A30+00 (+/-) and A34+00 (+/-), approximately 200 to 400 feet
left of centerline; between H30+00 (+/-) and H34+00 (+/-), approximately 0 to 75 feet left of
centerline; between stations H50+00 (+/-) and H52+00 (+/-), approximately 25 to 75 right of
centerline; and between J8+00 (+/-) and J15+00 (+/-), approximately 400 feet left of centerline
to 100 feet right of centerline. The structural fill material was transported using 777 haul trucks
and 40-ton articulating haul trucks.
Structural fill was placed between stations A22+00 (+/-) and A30+00 (+/-), approximately 0 to
75 feet right of centerline. Structural fill was placed using CAT dozers in 18" to 24" lifts
(based on rock size). Moisture conditioning of the fill was performed using a CAT 773-water
truck. Each lift was compacted with a 10-ton smooth drum vibratory compactor passing over
the entire surface at least 4 times (method compaction technique is applicable).
Structural fill was placed between stations A37+00 (+/-) and A40+00 (+/-), approximately 50
to 100 feet right of centerline. Structural fill was placed using CAT dozers in 18" to 24" lifts
(based on rock size). Moisture conditioning of the fill was performed using a CAT 773-water
truck. Each lift was compacted with a 10-ton smooth drum vibratory compactor passing over
the entire surface at least 4 times (method compaction technique is applicable).
Structural fill was placed between stations J2+00 (+/-) and J4+00 (+/-), approximately 30 to
100 feet left of centerline. Structural fill was placed using CAT dozers in 18" to 24" lifts
(based on rock size). Moisture conditioning of the fill was performed using a CAT 773-water
truck. Each lift was compacted with a 10-ton smooth drum vibratory compactor passing over
the entire surface at least 4 times (method compaction technique is applicable).
Structural fill was placed between stations K4+00 (+/-) and K14+00 (+/-), approximately 0 to
250 feet right of centerline. Structural fill was placed using CAT dozers in 18" to 24" lifts
(based on rock size). Moisture conditioning of the fill was performed using a CAT 773-water
truck. Each lift was compacted with a 10-ton smooth drum vibratory compactor passing over
the entire surface at least 4 times (method compaction technique is applicable).
Slope scaling and slope preparation were performed through out the week using a CAT 345
excavator and a CAT 330 excavator.
Sheet 2 of 7
VLF Weekly Report WE 07.25.09.D.doc