Rolling Oaks MC-LR081011
Compaction
Test Report
~ CTL I THOMPSON
TEXAS LLC
CLIENT: S.E. CEMETERIES OF TEXAS
523 S. MAIN STREET
GRAPEVINE TX 76051
DATE: 10/11/08 PROJECT NUMBER: DA08255 000
Phase: 345 REPORT NUMBER: --L... SHEET: ---1- 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 %
2S' WEST AND SO' SOUTH OF THE CURVE NO 2
1 NE CORNER OF THE BUILDING PAD 6.0 NUC 100.0 22.0 96.3 27.4 96 JOB NO DA08152.000
80' WEST AND 30' SOUTH OF THE CURVE NO 2
2 NE CORNER OF THE BUILDING PAD 6.0 NUC 100.0 22.0 98.7 27.3 99 JOB NO DA08152.000
130' WEST AND 10' SOUTH OF THE CURVE NO 2
3 NE CORNER OF THE BUILDING PAD 6.0 NUC 100.0 22.0 93.7 27.8 94 JOB NO DA08152.000
20' SOUTH AND 50' WEST OF THE CURVE NO 2
4 NE CORNER OF THE BUILDING PAD 5.3 NUC 100.0 22.0 94.6 25.2 95 JOB NO DA08152.000
40' SOUTH AND 100' WEST OF THE CURVE NO 2
5 NE CORNER OF THE BUILDING PAD 5.3 NUC 100.0 22.0 94.1 25.8 94 JOB NO DA08152.000
60' SOUTH AND 14S' WEST OF THE CURVE NO 2
6 NE CORNER OF THE BUILDING PAD 5.3 NUC 100.0 22.0 94.2 25.3 94 JOB NO DA08152.000
30' WEST AND 50' SOUTH OF THE CURVE NO 2
7 NE CORNER OF THE BUILDING PAD 4.7 NUC 100.0 22.0 94.4 25.2 94 JOB NO DA08152.000
7S' WEST AND 2S' SOUTH OF THE CURVE NO 2
8 NE CORNER OF THE BUILDING PAD 4.7 NUC 100.0 22.0 95.2 27.7 95 JOB NO DA08152.000
120' WEST AND 1S' SOUTH OF THE CURVE NO 2
9 NE CORNER OF THE BUILDING PAD 4.7 NUC 100.0 22.0 93.6 29.4 94 JOB NO DA08152.000
UNDER SLAB Fill
1 BELOW SUBGRADE
MOISTURE WITHIN
+3
TO +6
ASTM D 698
% OF OPTIMUM
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF
OUR OBSERVA nON 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:
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS:
MOISTURE ADDED BY
WATER TRUCK
THICKNESS OF LIFT
8
INCHES
TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
CAT 963C TRACK LOADER
o IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.{S)
1 -10
SCOPE OF
OBSERVATION:
O FULL
TIME;
rIl PERIODIC ON CALL BASIS' rIl CONTRACTOR'S OR CLIENTS REPRESENTATIVE
~ ' ,~ ADVISED
o IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S}
DEWEY LONG
FIELD REPRESENTATIVE
BF
10575 Newkirk Street, Suite 780 I Dallas, TX 75220 I Phone: 972-831-1111
Compaction
Test Report
~ CTL I THOMPSON
TEXAS LLC
CLIENT: S.E. CEMETERIES OF TEXAS
523 S. MAIN STREET
GRAPEVINE TX 76051
DATE: 10111108 PROJECT NUMBER DA08255 000
Phase: 345 REPORT NUMBER -----1- SHEET:....2.- OF --2-
SUBJECT: RESTLAND FUNERAL HOME
ROLLING OAKS MEMORIAL CENTER
COPPELL, TX
1 LABORATORY FIELD
TEST TEST MAX DRY COM- SOIL TYPE
NO. LOCATION DEPTH TYPE DENSITY OMC% DENSITY MC% PACTION
FEET PCF PCF %
35' WEST AND 45' SOUTH OF THE CURVE NO 2
10 NE CORNER OF THE BUILDING PAD 4.0 NUC 100.0 22.0 93.9 27.6 94 JOB NO DA08152.000
UNDER SLAB FILL
1 BELOWSUBGRADE
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
SPECIFICATIONS:
ASTM D 698
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS:
WATER TRUCK
THICKNESS OF LIFT
MOISTURE ADDED BY
8
INCHES
TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
CAT 963C TRACK LOADER
PROGRESS REPORT
AS REQUESTED, A SITE VISIT WAS MADE TO PERFORM COMPACTION AND MOISTURE TESTING FOR THE
MOISTURE CONDITIONED BUILDING PAD FILL ON THE NORTH HALF, 60' WIDE BY 150' LONG. THE
BUILDING PAD WAS EXCAVATED TO APPROXIMATELY 6', SCARIFIED, MOISTURE CONDITIONED,
PROCESSED BY TRACK LOADER, THEN COMPACTED BY TRACK LOADER.
121 IN OUR OPINION, Fill COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
1 -10
o IN OUR OPINION, Fill COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
SCOPE OF
OBSERVATION:
O FUll
TIME;
III PERIODIC ON CAll BASIS' III CONTRACTOR'S OR CLIENTS REPRESENTATIVE
~ ' ,~ ADVISED
DEWEY LONG
FIELD REPRESENTATNE
SF
10575 Newkirk Street, Suite 780 I Dallas, TX 75220 I Phone: 972-831-1111