Rolling Oaks MC-LR081017
Com paction
Test Report
T CTL I THOMPSON
T E X A S L L C
CLIENT: S.E. CEMETERIES OF TEXAS
523 S. MAIN STREET
GRAPEVINE TX 76051
DATE: 10/17/08 PROJECT NUMBER: DA08255 000
Phase: 345 REPORT NUMBER: -L SHEET: --L OF ---2.-.
SUBJECT: RESTlAND FUNERAL HOME
ROLLING OAKS MEMORIAL CENTER
COPPEll, TX
1 LABORATORY FIELD
TEST
NO. LOCATION DEPTH TEST MAX OMC% DRY MC% COM- SOIL TYPE
TYPE DENSITY DENSITY PACTION
FEET PCF PCF %
BUILDING AREA, 120' SOUTH AND 50' CURVE NO 2
43 EAST OF THE NW CORNER 3.0 NUC 107.0 18.0 102.9 21.6 96 JOB NO DA08255.000
BUILDING AREA, 130' SOUTH AND 80' CURVE NO 2
44 EAST OF THE NW CORNER 3.0 NUC 107.0 18.0 102.3 21.1 96 JOB NO DA08255.000
BUILDING AREA, 115' SOUTH AND 20' CURVE NO 2
45 EAST OF THE NW CORNER 2.0 NUC 107.0 18.0 102.4 21.0 96 JOB NO DA08255.000
BUILDING AREA, 130' SOUTH AND 65' CURVE NO 2
46 EAST OF THE NW CORNER 2.0 NUC 107.0 18.0 102.7 20.8 96 JOB NO DA08255.000
BUILDING AREA, 115' SOUTH AND 40' CURVE NO 2
47 EAST OF THE NW CORNER 1.0 NUC 107.0 18.0 103.3 21.2 97 JOB NO DA08255.000
BUILDING AREA, 130' SOUTH AND 80' CURVE NO 2
48 EAST OF THE NW CORNER 1.0 NUC 107.0 18.0 103.1 21.4 96 JOB NO DA08255.000
BUILDING AREA, 140' SOUTH AND 30' CURVE NO 2
49 EAST OF THE NW CORNER 5.0 NUC 107.0 18.0 103.0 21.5 96 JOB NO DA08255.000
BUILDING AREA, 150' SOUTH AND 80' CURVE NO 2
50 EAST OF THE NW CORNER 5.0 NUC 107.0 18.0 103.4 21.1 97 JOB NO DA08255.000
UNDER SLAB Fill
1 BELOW SUBGRADE
% 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.
SPECIFICATIONS:
94
% OF MAXIMUM
MOISTURE WITHIN
+3
TO +6
ASTM 0 698
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS:
TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
WATER TRUCK
THICKNESS OF LIFT
MOISTURE ADDED BY
12
INCHES
CAT 963 LOADER (1)
12I1N OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
43 - 50
o IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
.....~~'\.'\.'""~\,\.\\\l
~~"\~.9.f..l~ lill
~ ..' '. .n 1,/
".,. . ',U. f.
:::* \*9,
Pj ': * ~
. ....."............_....~
" .,' BERG l:!
...................,.....~
....... 80610 /~;
'/7"0 ". .' ~ .-4
/, ;('/.~.~CENSE.$l.... ~"4 .::
'ZIt Ss IONAl"f. ,~\)~..e-
\\\\,\\.'"(\."~""",,,
SCOPE OF
OBSERVATION:
O FULL
TIME;
12I PERIODIC, ON CALL BASIS; 12I ~g~I~~CTOR'S OR CLIENTS REPRESENTATIVE
SF
CTLITHOMPSON TEXAS,
APPROVED BY RI MER
SENIOR PRINCIPAL
CHRIS THERIOT
FIELD REPRESENTATIVE
10575 Newkirk Street, Suite 780 I Dallas, TX 75220 I Phone: 972-831-1111
Compaction
Test Report
9 CTL I THOMPSON
TEXAS LLC
CLIENT: S.E. CEMETERIES OF TEXAS
523 S. MAIN STREET
GRAPEVINE TX 76051
DATE: 10/171OR PROJECT NUMBER: DAOR255 000
Phase: 345 REPORT NUMBER: -L SHEET:.....2...... OF ~
SUBJECT: RESTLAND FUNERAL HOME
ROLLING OAKS MEMORIAL CENTER
COPPELL, TX
1 LABORATORY FIELD
TEST
NO. lOCATION DEPTH TEST MAX OMC% DRY MC% COM- SOil TYPE
TYPE DENSITY DENSITY PACTION
FEET PCF PCF %
UNDER SLAB FILL
1 BELOW SUBGRAOE
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
SPECIFICATIONS:
MOISTURE WITHIN +3
ASTM D 698
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS:
MOISTURE ADDED BY
WATER TRUCK
THICKNESS OF LIFT
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 PERFORM COMPACTION AND MOISTURE TESTING ON
MOISTURE CONDITIONED FILL PLACEMENT. WE OBSERVED THE CONTRACTOR EXCAVATING, PLACING
FILL, ADDING MOISTURE AND COMPACTING WITH THE LOADER. THE CONTRACTOR ADDED MOISTURE TO
THE AREA REPRESENTED BY TEST NO. 46 AND NO RETEST WAS REQUIRED.
121 IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
43 - 50
D IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
SCOPE OF
OBSERVATION:
D FULL
TIME;
~~,,'\.'-'\\.\'\, '\
~~v...~ Or .,. II
,,:-,\~\............~-t III
CHRIS: .... .....-1 III
::: * ..' .... * ~
"''it: "'*~
::t....:.. .....................:..... ~
CTLITHOMPSONTEXAS,L ;..! , MERBERG ~
...,.....;,.!
APPROVED BY RIC A E . 0610 .: P
'I . .'~;.o
SENIOR PRINCIPAL~) 0",", (, Q .... ~.::
fl ~ ....9.ENS~.... ~ .::
10575 Newkirk Street, Suite 780 I Dallas, TX 75220 I Phone: 972-831-1111 1111SS/ori;:i: ~,~~#
l\\\\\."(,\.'\.,....~
~ PERIODIC ON CALL BASIS' VI CONTRACTOR'S OR CLIENTS REPRESENTATIVE
~ ' ,~ ADVISED
CHRIS THERIOT
FIELD REPRESENTATIVE
SF