Rolling Oaks MC-LR080620
Compaction
Test Report
. CTL I THOMPSON
TEXAS LLC
CLIENT: CITY OF COPPELL
255 PARKWAY BOULEVARD
P.O. BOX 478
COPPELL TX 75019
DATE: OR/20/0A PROJECT NUMBER: OAOA152 000
Phase: 345 REPORT NUMBER: -L SHEET:....:L.. OF --2.....
SUBJECT: ROLLING OAKS MEMORIAL CENTER PHASE I
FREEPORT PARKWAY
COPPELL, TX
UNDER SLAB FILL
, LABORATORY FIELD
TEST TEST MAX DRY COM- SOIL TYPE
NO. LOCA nON DEPTH TYPE DENSITY OMC% DENSITY MC% PACTION
FEET PCF PCF %
10' SOUTH AND 10' EAST OF THE CURVE NO 1
1iiwc OF THE PAviuONSUILDING---"- 5.5 NUC 105.0 18.0 99.5 21.3 95 f----------
1 JOB NO DA08152.000
30' SOUTH AND 50' EAST OF THE CURVE NO 1
. NWC OFTtlEPAvlIiONBUILOiNGu,u,u, 5.5 NUC 105.0 18.0 100.2 21.0 95 1--'-'-'-"-'-'-'-
2 JOB NO DA08152.000
20' SOUTH AND 60' EAST OF THE CURVE NO 1
3 JlMic OF THE PAVILION BUILDING 4.5 NUC 105.0 18.0 99.4 21.4 95 JOB NO DA08152.DOO
5' SOUTH AND 15' EAST OF THE CURVE NO 1
NWC-O'FTHE'PAViCioN'SmCOfNG-' - - NUC 105.0 -----..---..-....----....-.----..
4 4.5 18.0 99.1 21.6 94 JOB NO DA08152.DOO
15' SOUTH AND 15' EAST OF THE CURVE NO 1
'NWC OFTH-e-PAVi[ioNBDfCDlNG- --.-..,-,.-..--- NUC 105.0 --.--.---..-.-
5 3.5 18.0 100.5 21.2 96 JOB NO DA08152.000
25' SOUTH AND 40' EAST OF THE CURVE NO 1
-NWC OF THEPAVILION BuiLDiNG---- 3.5 NUC 105.0 18.0 100.3 21.0 96 --------
6 JOB NO DA08152.DOO
10' SOUTH AND 20' EAST OF THE CURVE NO 1
-NWC'OF-fHEPA\liUo;;.n:RiTL.OING - 2.5 NUC 105.0 18.0 100.1 21.0 95 --------------.-----
7 JOB NO DA08152.000
20' SOUTH AND 40' EAST OF THE CURVE NO 1
'f.lWC'OF THEPAViLloN'SUlCDlNG' _.._--..~- 2.5 NUC 105.0 18.0 99.6 21.2 95 .-..---.-.-.-..-
8 JOB NO DA08152.000
1 BELOW SUBGRADE
MOISTURE WITHIN
+3
TO +6
% OF OPTIMUM
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF
OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS THE TESTS
SHOWN ABOVE, WE HAVE RELIED UPON THE CONTRACTOR TO
APPLY THE NECESSARY COMPACTIVE EFFORT AND MOISTURE
TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR
OBSERVER IS NOT PRESENT, AND AT LOCATIONS OTHER THAN
THOSE TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.
ASTM D 698
SPECIFICATIONS:
94
% OF MAXIMUM
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS:
MOISTURE ADDED BY
WATER HOSE
THICKNESS OF LIFT
12
INCHES
TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
CAT 963 LOADER (1)
o IN OUR OPINION. FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
1-8
o IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
-'''''''\
--.;;:E. OF 7": \,
BRI~:O~ 1~)-*'."." .:'~'1~'"
'" ... .. * '6
~ * . . ....
.............. .~.....ru~~.i
..... ... .... .... ........it
:13\ 92147 ".It;l;J
O' .t.ZjS
f,i..~~CENStf;.?...~ .J'
",.$'S ......... ~0 .,
\,~<?NAL f(;:.__-
",,,,..~,...
SCOPE OF
OBSERVATION:
O FULL
TIME;
o PERIODIC, ON CALL BASIS; 0 ~g~~~CTOR'S OR CLIENT'S REPRESENTATIVE
CHRIS THERIOT
BF
CTLITHOMPSON TEXAS, LLC
APPROVED BY MICHAEL
PROJEC
10575 Newkirk Street, Suite 780 I Dallas, TX 75220 I Phone: 972-831-1111
FIELD REPRESENTATIVE
Compaction
Test Report
9 CTL I THOMPSON
TEXAS LLC
CLIENT: CITY OF COPPELL
255 PARKWAY BOULEVARD
P.O. BOX 478
COPPELL TX 75019
DATE: nR/~nJnA PROJECT NUMBER: OAnA1 Ii' nnn
Phase: 345 REPORT NUMBER: ~ SHEET:...2-.. OF --2..-
SUBJECT: ROLLING OAKS MEMORIAL CENTER PHASE I
FREEPORT PARKWAY
COPPELL, TX
UNDER SLAB FILL
1 LABORATORY FIELD
TEST TEST MAX DRY COM- SOIL TYPE
NO. LOCATION DEPTH TYPE DENSITY OMC% DENSITY MC% PACTION
FEET PCF PCF %
_..._______.______.___~_.___.._m_.______________._...__.___.._________ f----------
1 BELOW SUBGRADE
MOISTURE WITHIN +3
TO +6
% OF OPTIMUM
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF
OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS THE TESTS
SHOWN ABOVE, WE HAVE RELIED UPON THE CONTRACTOR TO
APPLY THE NECESSARY COMPACTIVE EFFORT AND MOISTURE
TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR
OBSERVER IS NOT PRESENT, AND AT LOCATIONS OTHER THAN
THOSE TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.
94
% OF MAXIMUM
ASTM D 698
SPECIFICATIONS:
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS:
WATER HOSE
THICKNESS OF LIFT
MOISTURE ADDED BY
12
INCHES
TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
CAT 963 LOADER (1)
PROGRESS REPORT
AS REQUESTED, A SITE VISIT WAS MADE TO OBSERVE AND PERFORM COMPACTION AND MOISTURE
TESTING ON MOISTURE CONDITIONED FILL PLACEMENT IN PAVILION BUILDING PAD AREA. WE
OBSERVED THE CONTRACTOR PLACING FILL AND ADDING MOISTURE WITH THE FIREHOSE AND
COMPACTING WITH THE LOADER.
1;21 IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
1-8
o IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
O FULL
TIME;
SCOPE OF
OBSERVATION:
~ PERIODIC ON CALL BASIS' ~ CONTRACTOR'S OR CLIENT'S REPRESENTATIVE
~ ' ,~ ADVISED
CHRIS THERIOT
CTLITHOMPSON TEXAS, LLC
APPROVED BY MICHAE
PROJEC
FIELD REPRESENTATIVE
BF