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2017-11-09_REVISION - M1973007SG
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2017-11-09_REVISION - M1973007SG
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Entry Properties
Last modified
6/16/2021 6:23:41 PM
Creation date
11/13/2017 12:29:48 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1973007SG
IBM Index Class Name
Revision
Doc Date
11/9/2017
Doc Name Note
As-built documents for new wash fines disposal pond
Doc Name
Quality Assurance Monitoring/Test Results
From
Transit Mix Concrete Co.
To
DRMS
Type & Sequence
TR5
Email Name
TC1
Media Type
D
Archive
No
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r. <br />Transit Mix Concrete Co. <br />BRIERM <br />AssocinTEs. DAILY FIELD REPORT <br />Project <br />Daniel Sand Wash Fine Pu <br />Report No. <br />004 <br />Location <br />Colorado Springs. CO <br />Date <br />5,16 2017 <br />Client <br />Transit Mix <br />Page <br />2 of 3 <br />Contractor <br />Pioneer Saud Civil Construction <br />File No. <br />51605I-000 <br />Weather <br />Sunny <br />Temperature <br />43-72°F <br />At 1025 hrs, tests indicated 95 percent relative compaction and 10 percent moisture content Therefore the <br />subgmde passed from station 6.00 to 8+00. <br />At 1030 hrs, soft spot near station 7+00, it was determined to place a couple of bridge hits. <br />At 10351nrs. scraper placed lift from station 6+00 to 8+00, Lift material excavated from nithin 1Lew pond <br />footprint Lifts are approximately 8 inches. <br />From 1035 Ln to 12351us. survey crew placed stakes along the toe of the embankment_ <br />At 1040 lus. scraper %0th full can of soil perfonuud several passes along key from station [+50 to 4+00. <br />Solt ground was exposed therefore stopped compacting flus area with the scraper <br />At 1115 hrs, Grant from Transit Alix went to get crushed concrete from the plant to use in stabilizing the <br />key Stibgrade from station 1+50 to 4+00. <br />At 1215 his. dozer working on key from station 6+00 to 8+00. <br />At 1230 hr-;. Grant delivered fust truck load of crushed concrcte. <br />At 12401trs, dozer pushing cnished concrete into key near station 1+50. <br />At 1245 Iirs, scraper conipacHike key front station 6+00 to 8+00. <br />At 1250 lirs, Grant delivered load of crushed concrete. <br />At 1255 firs, lift from station 6.00 to 8+00 passed using the nuclear density gauge. <br />At 1300 hrs, scraper placed another lift from station 6+00 to 8+00. <br />At 1305 Ins, Grant delivered load of crushed concrete Dozer placing soil on top of crushed concrete near <br />station 2+00. <br />At 1310 his. dozer exca%-jttng key am station 1+00. <br />At 1320 his, tests indicated 95 percent relative compaction slid 10 percent uwisture content. Therefore die <br />lift passed from station 6+00 to 8+00. <br />At 13281us, scraper placed another lift frout station 6+00 to 8+00. <br />Equipment onsite consisted of Deme 850K crawler dozer. CAT 950H. CAT 628 milli paddle. CAT 627K, <br />CAT 613C with 5000 gallon tank. CAT 623G. CAT wheel tractor scraper with open bowl elevated water <br />tanL <br />II. FIELD REPRESENTATIVE'S ACTIVITIES: <br />Sarah Mycis was onsite from 0650 lits to 1345 brs to inspect key excavation operations. <br />Pase 2 of 3 <br />61 <br />
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