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2010-09-28_REPORT - M1980244
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2010-09-28_REPORT - M1980244
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Entry Properties
Last modified
6/15/2021 5:52:26 PM
Creation date
9/28/2010 1:33:29 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
9/28/2010
Doc Name
Weekly Construction Quality Assurance ("CQA") Report: Week of 09/05/2010.
From
CC&V
To
DRMS
Type & Sequence
AM9
Email Name
BMK
Media Type
D
Archive
No
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amec'9 <br />VLF EARTHWORKS FIELD MONITORING SUMMARY (WEEKLY REPORT) <br />Project Title: CC&V/ Phase 5 <br />Owner: Cripple Creek & Victor Gold Mining Co <br />Location: Cripple Creek & Victor Gold Mine <br />Project No.: 84201125EO <br />Contractor: Ames Construction Co., Inc. <br />Shift: Day/Night <br />Work Element: Phase 5 CQA/ VLF <br />Date: September 11, 2010 <br />Reporting Period: 9/5/10 through 9/11/10 <br />Days S M T W T F S <br />Work Shifts - D D D D D <br /> <br />D = Day Shift N = Night Shift <br />W <br />g <br />'_P 2 6 2010 <br />',F:?;;I?il Mho,, <br />Dimisa ni of <br />un ad *Y <br />Ambient Temperature Range (F): Low: 40°F to 53°F (+/-) High: 62°F to 77°F (+/-) <br />AMEC CQA: Personnel On-site through the Reporting Period (See Attachment A). <br />AMES: Work activities were suspended on 9/5/2010-9/6/2010 and will resume at the beginning of shift <br />Tuesday, 9/7/2010. This was performed in observance of the Labor Day holiday. <br />CONSTRUCTION ACTIVITIES and PROGRESS: <br />1) EARTHWORKS <br />A) Subgrade Preparation <br />1) VLF <br />No work performed during the week (see Figure 1 for previous subgrade acceptance). <br />B) Slope Contouring <br />1) VLF <br />Slope contouring performed between stations K5+00 (+/-) and K9+00 (+/-), approximately 0 to <br />175 feet right of centerline. Slope contouring was performed using various dozers. A CAT <br />smooth drum roller was used to compact finished slopes. <br />C) Cut to Fill <br />1) VLF <br />A CAT 385 excavator was used to excavate material from a designated area in the Cresson pit. <br />The material was loaded into CAT 777 haul trucks and hauled between stations A54+00 (+/-) <br />and A57+00 (+/-), approximately 0 to 50 feet left of centerline and between stations K8+00 <br />(+/-) and K11+00 (+/-), approximately 200 to 220 feet left of centerline. Structural fill was <br />placed in 18" to 24" lifts using various CAT dozes. Each lift was moisture conditioned using a <br />CAT 773 water truck (when necessary) and compacted using a 10-ton vibratory smooth drum <br />VLF Weekly Report WE 09.11.10.D
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