Rolling Oaks MC-LR081016
Com paction
Test Report
T CTL I THOMPSON
TEXAS LLC
CLIENT S.E. CEMETERIES OF TEXAS
523 S. MAIN STREET
GRAPEVINE TX 76051
DATE: 10/161OR PROJECT NUMBER: DAOR255 000
Phase: 345 REPORT NUMBER: ~ 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 %
BUILDING AREA, 60' SOUTH AND 10' CURVE NO 2
35 EAST OF THE NW CORNER 2.0 NUC 107.0 18.0 103.5 21.4 97 JOB NO DA08255.000
BUILDING AREA, 90' SOUTH AND 60' CURVE NO 2
36 EAST OF THE NW CORNER 2.0 NUC 107.0 18.0 103.1 21.6 96 JOB NO DA08255.000
BUILDING AREA, 60' SOUTH AND 50' CURVE NO 2
37 EAST OF THE NW CORNER 1.0 NUC 107.0 18.0 102.3 21.0 96 JOB NO DA08255.000
BUILDING AREA, 95' SOUTH AND 80' CURVE NO 2
38 EAST OF THE NW CORNER 1.0 NUC 107.0 18.0 102.8 20.9 96 JOB NO DA08255.000
BUILDING AREA, 120' SOUTH AND 20' CURVE NO 2
39 EAST OF THE NW CORNER 5.0 NUC 107.0 18.0 102.5 20.9 96 JOB NO DA08255.000
BUILDING AREA, 130' SOUTH AND 75' CURVE NO 2
40 EAST OF THE NW CORNER 5.0 NUC 107.0 18.0 103.4 21.5 97 JOB NO DA08255.000
BUILDING AREA, 120' SOUTH AND 80' CURVE NO 2
41 EAST OF THE NW CORNER 4.0 NUC 107.0 18.0 103.2 21.6 96 JOB NO DA08255.000
BUILDING AREA, 135' SOUTH AND 40' CURVE NO 2
42 EAST OF THE NW CORNER 4.0 NUC 107.0 18.0 102.4 21.0 96 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.
94
% OF MAXIMUM
MOISTURE WITHIN
+3
TO +6
ASTM 0 698
SPECIFICATIONS:
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS:
WATER TRUCK
THICKNESS OF LIFT
12
INCHES
MOISTURE ADDED BY
TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
CAT 963 LOADER (1)
IZIIN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.{S)
35 - 42
o IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.{S)
BF
CTLITHOMPSON TEXAS, L:
APPROVED BY RICH
SCOPE OF
OBSERVATION:
O FULL
TIME;
IZI PERIODIC, ON CALL BASIS; IZI ~g~I~~CTOR'S OR CLIENTS REPRESENTATIVE
CHRIS THERIOT
FIELD REPRESENTATIVE
10575 Newkirk Street, Suite 780 I Dallas, TX 75220 I Phone: 972-831-1111
Compaction
Test Report
1f CTL I THOMPSON
TEXAS LLC
CLIENT: S.E. CEMETERIES OF TEXAS
523 S. MAIN STREET
GRAPEVINE TX 76051
DATE: 10/16108 PROJECT NUMBER: DA082SS 000
Phase: 345 REPORT NUMBER: -L SHEET:...2.... 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 %
UNDER SLAB FILL
1 BELOW SUBGRADE
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:
WATER TRUCK
THICKNESS OF LIFT
12
INCHES
MOISTURE ADDED BY
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 FOR
MOISTURE CONDITIONED FILL PLACEMENT. WE OBSERVED THE CONTRACTOR EXCAVATING, PLACING
FILL, ADDING MOISTURE AND COMPACTING WITH THE LOADER. WE ADIVISED THE CONTRACTOR TO ADD
MOISTURE TO THE AREAS OF TEST NOS. 38 AND 39 AND NO RETESTS WERE REQUIRED.
121 IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
35 - 42
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;
1"71 PERIODIC ON CALL BASIS' 1"71 CONTRACTOR'S OR CLIENTS REPRESENTATIVE
~ ' ,~ ADVISED
CHRIS THERIOT
FIELD REPRESENTATIVE
CTLITHOMPSON TEXAS, LL
APPROVED BY
SF