Rolling Oaks MC-LR080814
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: OR/14/08 PROJECT NUMBER: DAOR1&2000
Pha..: 345 REPORT NUMBER: ~ SHEET:....3.... OF -3....-
SUBJECT: ROLLING OAKS MEMORIAL CENTER PHASE I
FREEPORT PARKWAY
COPPELL, TX
UTILITY TRENCH BACKFILL
TEST 1 LABORATORY FIELD
NO. LOCATION DEPTH TEST MAX OMC% DRY MC% COM- SOIL TYPE
TYPE DENSITY DENSITY PACTION
FEET PCF PCF %
f BELOW SUBGRADE
MOISTURE WITHIN +1
TO +5
ASTM 0 698
% 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 SPECIFICATIONS.
95
% OF MAXIMUM
SPECIFICATIONS:
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS:
REMOTE VIBRATORY SHEEPSFOOT
MOISTURE ADDED BY WATER TRUCK
TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
THICKNESS OF LIFT
12
INCHES
PROGRESS REPORT
AS REQUESTED, A SITE VISIT WAS MADE TO PERFORM COMPACTION AND MOISTURE TESTING ALONG 8"
WATERLINE. BACKFILL WAS PLACED AND COMPACTED PRIOR TO OUR SITE VISIT. WE ADVISED THE
CONTRACTOR OF FAILING TEST LOCATIONS AND THE CONTRACTOR PERFORMED CORRECTIVE
MEASURES DURING OUR SITE VISIT.
26A - 31A: 328 . 348: 41 - 45
~ IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
FIELD REPRESENTATIVE
CTLITHOMPSON TEXAS,
APPROVED BY RIC
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;
r:iI PERIODIC ON CALL BASIS' ~ CONTRACTOR'S OR CLIENT'S REPRESENTATIVE
~ ' ,~ ADVISED
ROBERT GRIFFITHS
BF
10575 Newkirk Street, Suite 780 I Dallas, TX 75220 I Phone: 972-831-1111
"\
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; 08/1.4/08 PROJECT NUMBER: DAOR157 noD
Phase: 345 REPORT NUMBER: -L SHEET:...2.... OF ---3.-.
SUBJECT: ROLLING OAKS MEMORIAL CENTER PHASE I
FREEPORT PARKWAY
COPPELL, TX
TEST 1 LABORATORY FIELD
NO. lOCATION DEPTH TEST MAX OMC% DRY MC% COM- SOil TYPE
TYPE DENSITY DENSITY PACTION
FEET PCF PCF %
CURVe NO 2
33 B RETEST OF TEST NO. 33A NUC 100.0 22.0 96.0 27.1 96 JOB NO DADI152.00D
CURVE NO 2
34 ~ RETEST OF TEST NO. 34 NUC 100.0 22.0 93.1 20.5 93 JOB NO DADI152.00D
CURVE NO 2
34 E RETEST OF TEST NO. 34A NUC 100.0 22.0 96.0 27.1 96 JOB NO DADl152.DOO
CURVE NO 2
42 8" WATERLINE, STA. 9+60 2.0 NUC 100.0 22.0 95.6 24.6 96 JOB NO DADl152.000
CURVe NO 2
43 8" WATERLINE, STA. 9+60 1.0 NUC 100.0 22.0 95.6 25.5 96 JOB NO DAOI152.000
CURVe NO 2
44 8" WATERLINE, STA. 9+60 0.0 NUe 100.0 22.0 96.6 24.1 97 JOB NO DAOI152.000
15" STORM SEWERLlNE A2, CURVE NO 1
I
45 STA.O+OO 2.0 Nue 105.0 18.0 105.1 18.7 100 JOB NO DAOI152.000
15" STORM SEWERLlNE A2, CURVE NO 2
46 STA.0+50 3.0 NUe 100.0 22.0 97.2 22.9 97 JOB NO DADl152.00D
UTILITY TRENCH BACKFILL
1 BELOW SUBGRADE
MOISTURE WITHIN +1
TO +5
ASTM 0 698
% 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 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:
95
% OF MAXIMUM
TYPE OF COMPACTION EaUIPMENT AND NO. OF UNITS;
REMOTE VIBRATORY SHEEPSFOOT
MOISTURE ADDED BY WATER TRUeK
TYPE OF EARTH MOVING EaUIPMENT AND NO. OF UNITS:
THICKNESS OF LIFT
12
INCHES
26A - 31A: 328 - 348; 41 - 45
121 IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
SCOPE OF
OBSERVATION:
O FULL
TIME;
III PERIODIC ON CALL BASIS' ~ CONTRACTOR'S OR CLIENTS REPRESENTATIVE
~ ' . ~ ADVISED
o IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NOeS)
ROBERT GRIFFITHS
BF
CTLITHOMPSON TEXAS, L1LC
APPROVED BY RICH
SENIOR PRINCIPAL
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: OR/14tnR PROJECT NUMBER: DAOR1&2 noo
Phase: 345 REPORT NUMBER: -L SHEET:...L 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 %
CURVE NO 2
26 A RETEST OF TEST NO. 26 NUC 100.0 22.0 94.6 24.7 95 JOB NO DA08152.000
CURVE NO 1
27 A RETEST OF TEST NO. 27 NUC 105.0 18.0 101.2 20.3 96 JOB NO DA08152.000
CURVE NO 2
'R A RETEST OF TEST NO. 28 NUC 100.0 22.0 97.3 25.7 97 JOB NO DA08152.000
CURVE NO 2
29 A RETEST OF TEST NO. 29 NUC 100.0 22.0 95.3 27.7 95 JOB NO DA08152.000
CURVE NO 2
30 A RETEST OF TEST NO. 30 NUC 100.0 22.0 94.8 24.8 95 JOB NO DA08152.000
CURVE NO 2
31 A RETEST OF TEST NO. 31 NUC 100.0 22.0 94.7 26.1 95 JOB NO DA08152.000
CURVE NO 2
32 A RETEST OF TEST NO. 32 NUC 100.0 22.0 86.9 26.5 87 JOB NO DA08152.000
CURVE NO 2
32 !; RETEST OF TEST NO. 32A NUC 100.0 22.0 95.6 28.5 96 JOB NO DA08152.000
CURVE NO 2
33 A RETEST OF TEST NO. 33 NUC 100.0 22.0 91.4 21.3 91 JOB NO DA08152.000
UTILITY TRENCH BACKFILL
1 BELOW SUBGRADE
MOISTURE WITHIN +1
TO +5
ASTM 0 698
% 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 REUED 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:
95
% OF MAXIMUM
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS:
REMOTE VIBRATORY SHEEPSFOOT
MOISTURE ADDED BY WATER TRUCK
TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
THICKNESS OF LIFT
12
INCHES
26A . 31A: 328 - 348: 41 - 45
o IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
o IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S) 32A, 33A, 34A -",''\.''\.'.'\'\'"
..:-~~ ~..9.f..lf~lltl
ARMA . . \ ~.,. ....~. '
'. * I.
\, *?,
..........'.1 ......:..... ~
CTLfTHOMPSON TEXAS. ;V1ERB~~.gJ
APPROVED BY RIC ME, 0" 1 0 i :;
'i '. . q;. ...
SENIOR PRINCIPAl!J; 0 '. t, Q .....41::
II ~t:"...cENS~...' ~;
10575 Newkirk Street, Suite 780 I Dallas, TX 75220 I Phone: 972-831-1111 llllSIONAl ~~~..:=-
l.\\\"""",,,,'
SCOPE OF
OBSERVATION:
O FULL
TIME;
UI PERIODIC ON CALL BASIS. UI CONTRACTOR'S OR CLIENT'S REPRESENTATIVE
~ ' ,~ ADVISED
ROBERT GRIFFITHS
FIELD REPRESENTATIVE
SF