Rolling Oaks MC-LR080929
Compaction
Test Report
T CTL I THOMPSON
T E X A S. l l C
CUENT: CITY OF COPPELL
255 PARKWAY BOULEVARD
P.O. BOX 478
COPPELL TX 75019
DATE: OQ/2QInR PROJECT NUMBER: DAOA15? 000
Phase: 345 REPORT NUMBER: ~ SHEET:....2... OF -L
SUBJECT: ROLLING OAKS MEMORIAL CENTER PHASE I
FREEPORT PARKWAY
COPPELL, TX
1 LABORATORY FIELD
TEST
NO. lOCATION DEPTH TEST MAX OMC% DRY MC% COM- SOil TYPE
TYPE DENSITY DENSITY PACTION
FEET PCF PCF %
WEST DR. FROM INTERSECTION CURVE NO 5
70 OF MIDDLE DR. N. 450' 0.0 NUC 96.0 24.0 91.0 24.6 95 JOB NO DAOB152.000
LIME STABILIZED
SUBGRADE PREPARATION
1 BELOW SUBGRADE
TO +4
% 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 SPECIACATlONS.
95
% OF MAXIMUM
MOISTURE WITHIN 0
ASTM D 698
SPECIFICATIONS:
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS:
CAT CP 563 C SHEEPFOOT VIB.
MOISTURE ADDED BY WATER TRUCK
TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
THICKNESS OF LIFT
7"
INCHES
PROGRESS REPORT
AS REQUESTED, A SITE VISIT WAS MADE TO PERFORM COMPACTION AND MOISTURE TESTING FOR LIME
STABILIZED SUBGRADE. RE-TESTS AND NEW TESTS WERE PREFORMED ON THE WEST DR., NORTH OF
MIDDLE DR. UPON ARRIVAL, RE-TEST AREAS WERE RECOMPACTED AND READY FOR TESTING. FOUR
NEW TEST WERE TAKEN ON WEST DR.. WE ADVISED THE CONTRACTOR OF TESTS WHICH FAILED DUE TO
LOW COMPACTIVE EFFORT. WE WERE REQUESTED TO RETURN ON 9/30108 FOR ADDITIONAL TESTING.
S4A, 5SA. S7A, seA, B6A. 68, 69. 70
o IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
o IN OUR OPINION, FILL COMPACTlON DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S) 65A, 67
SCOPE OF
OBSERVATION:
O FULL
TIME:
o PERIODIC, ON CAlL BASIS; 0 ~~~CTOR'S OR CUENT'S REPRESENTATIVE
DEWEY LONG
RELD REPRESENTATIVE
CTL[THOMPSON TEXAS. C
APPROVED BY
LH
Compaction
Test Report
~ CTL I THOMPSON
T E X A S. L L C
CLIENT: CITY OF COPPELL
255 PARKWAY BOULEVARD
P.O. BOX 478
COPPELL TX 75019
DATE: nQ/?QInR PROJECT NUMBER: DAOR1S? non
Phase: 345 REPORT NUMBER: ~ SHEET: -L OF --2..-
SUBJECT: ROLLING OAKS MEMORIAL CENTER PHASE I
FREEPORT PARKWAY
COPPELL, TX
1 LABORATORY FIELD
TEST
NO. LOCATION DEPTH TEST MAX OMC% DRY MC% COM- SOIL lYPE
lYPE DENSllY DENSITY PACTION
FEET PCF PCF %
CURVE NO 5
54 A RETEST OF TEST 54 NUC 96.0 24.0 91.9 27.1 96 JOB NO DAOB152.DOO
CURVE NO 6
55 I. RETEST OF TEST 55 NUC 102.0 20.0 98.5 22.6 97 JOB NO DA08152.000
CURVE NO 5
57 I. RETEST OF TEST 57 NUC 96.0 24.0 90.9 25.4 95 JOB NO DAOB152.000
CURVE NO 6
58 A RETEST OF TEST 58 NUC 102.0 20.0 96.7 20.7 95 JOB NO DAOB152.000
CURVE NO 5
65 I. RETEST OF TEST 65 NUC 96.0 24.0 86.7 30.0 90 JOB NO DA08152.DOO
CURVE NO 5
66 A RETEST OF TEST 66 NUC 96.0 24.0 90.9 24.6 95 JOB NO DAOB152.000
WEST DR. FROM INTERSECTION CURVE NO 5
67 OF MIDDLE DR. N. 50' 0.0 NUC 96.0 24.0 84.4 34.1 88 JOB NO DAOB152.000
WEST DR. FROM INTERSECTION CURVE NO 5
68 OF MIDDLE DR. N. 200' 0.0 NUC 96.0 24.0 91.0 28.5 95 JOB NO DA08152.000
WEST DR. FROM INTERSECTION CURVE NO 5
69 OF MIDDLE DR. N. 350' 0.0 NUC 96.0 24.0 91.8 25.7 96 JOB NO DA08152.000
LIME STABILIZED
SUBGRADE PREPARATION
, BELOW SUBGRADE
MOISTURE WITHIN 0
TO +4
ASTM D 698
'" 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 COMPACTlVE 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 SPECIACATIONS.
95
'" OF MAXIMUM
SPECIFICATIONS:
TYPE OF COMPACTION EaUIPMENT AND NO. OF UNITS:
CAT CP 563 C SHEEPFOOT VIB.
WATER TRUCK
THICKNESS OF LIFT
MOISTURE ADDED BY
7"
INCHES
TYPE OF EARTH MOVING EaUIPMENT AND NO. OF UNITS:
54A. 55A. 57 A, 58A, aaA. 68, 69. 70
o IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S) .
FIELD REPRESENTATIVE
CTLfTHOMPS
APPROVEO Y
121 IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO,(S)
SCOPE OF
OBSERVATION:
O FULL
TIME;
o PERIODIC, ON CALL BASIS; 121 ~~~CTOR'S OR CLIENTS REPRESENTATIVE
DEWEY LONG
LH
10575 Newkirk Street, Suite 780 I Dallas, TX 75220 I Phone: 972-831-1111