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2013-08-23_REPORT - M1980244 (3)
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2013-08-23_REPORT - M1980244 (3)
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Last modified
8/24/2016 5:24:09 PM
Creation date
8/27/2013 9:04:06 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
8/23/2013
Doc Name
Weekly CQA Reports- 7/20, 7/27, 8/3 and 8/10/2013.
From
CC&V
To
DRMS
Email Name
TC1
Media Type
D
Archive
No
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WNW MR& WN M-1 <br />Q Highway 67 <br />Fill was hauled to the Highway 67 embankment area using several Cat 777 haul trucks and several Cat 740 haul <br />trucks. The structural fill material was placed in an approximately 18 to 14 inch lifts by Cat D1 OR, John Deere 1050 <br />and Cat D8R Dozers. The Cat CS56B vibratory, 10 -ton, smooth -drum roller completed the minimum of four passes <br />(Method Specification Applies) over the lift surface. It should be Noted: haul trucks, loaded and unloaded, drove <br />over the backfill surface contributing to the overall compaction of the lift. In addition a Cat 3306 excavator <br />equipped with a jackhammer (hammer hoe) broke up the oversize material encountered and a Cat D6R with gps <br />graded and shaped the downstream slope of the toe berm. <br />A Cat 773 water truck and a Cat 14H grader were observed working the fill area on occasion. <br />A GPS dozer was observed shaping the western downstream slope of the embankment. (See "Structural Fill" <br />above) <br />11) Storm Water Management <br />Best Management Practices (BMP) are being performed. On july 29th the contractor utilized most of the working <br />shift, clearing roadways, draining areas and collection points from previous rains. Erosion control was being <br />performed during this reporting period. <br />CQA ACTIVITIES: <br />in Field Activities: Construction activities and observation of production drilling, Cut, HWY 67 embankment fill PSSA <br />Toe Berm Fill placement and compaction, Underground remediation and field sampling were performed during this <br />reporting period as required per project specifications. <br />it) Laboratory Activities: Laboratory testing continued with Permeability, Particle Size Distribution, Aiterberg Limits, <br />Moisture - Density, gradations and material classification and identifications and material sampling were performed during <br />this reporting period as required. <br />LVSCF sample No.'s 45 thru 56 were obtained during this reporting period. Results will be provided upon completion. <br />General Pro*ect Items <br />Meetings and Discussions: Weekly Project Status meeting was held at 10:OOam on July 300, between CC &V, CDOT, Ames <br />and Amec. Topics discussed were Safety, Schedule, Project Issues, concerns and planning. <br />Summary of Concerns: None <br />CC &V: Daily updates, reporting and scheduling are some of the tasks occurring between CC &V Projects, Amec and Ames. <br />Miscellaneous: None <br />Deliveries: None l7 <br />CQA Monitor <br />Submitted by: <br />Thorne M Clark <br />Project Resident Manager <br />Ph: 970.846.9337 <br />Approved By: Ji! J 69 <br />Date: % <br />Page 3 of 6 MLE2 WE 08.03.13.doc <br />
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