Rolling Oaks MC-LR080811
Compaction
Test Report
~ CTL I THOMPSON
TEXAS LLC
CUENT: CITY OF COPPELL
255 PARKWAY BOULEVARD
P.O. BOX 478
COPPELL TX 75019
DATE: 08111/08 PROJECT NUMBER: nA081li2 nno
Phase: 345 REPORT NUMBER: ~ SHEET:...1... 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% CDM- SOIL TYPE
TYPE DENSITY DENSITY PACTION
FEET PCF PCF %
8" WATERLINE, 200' EAST OF CURVE NO 2
26 FREEPORT PARKWAY NW CORNER 2.0 Nue 100.0 22.0 94.5 15.9 95 JOB NO DA08152.000
8" WATERLINE, 200' EAST OF CURVE NO 1
27 FREEPORT PARKWAY NW CORNER 1.0 NUC 105.0 18.0 104.6 15.8 100 JOB NO DA08152.000
8" WATERLINE, 200' EAST OF CURVE NO 3
28 FREEPORT PARKWAY NW CORNER 0.0 Nue 119.0 11.5 110.8 9.0 93 JOB NO DA08152.000
CURVE NO 2
29 8" WATERLINE, STA. 5+00 2.0 Nue 100.0 22.0 82.3 29.2 82 JOB NO DA08152.000
CURVE NO 2
30 8" WATERLINE, STA. 5+00 1.0 NUC 100.0 22.0 94.2 25.2 94 JOB NO DA08152.000
CURVE NO 2
31 8" WATERLINE, STA. 5+00 0.0 NUC 100.0 22.0 93.1 23.2 93 JOB NO DA08152.000
CURVE NO 2
32 8" WATERLINE, STA. 8+00 2.0 NUC 100.0 22.0 79.9 23.6 80 JOB NO DA08152.000
8" WATERLINE, 800' ESAT OF CURVE NO 2
33 FREEPORT PARKWAY NW CORNER 1.0 Nue 100.0 22.0 95.3 19.7 95 JOB NO DA08152.000
CURVE NO 2
34 8" WATERLINE, STA. 8+00 0.0 NUC 100.0 22.0 86.0 21.3 86 JOB NO DA08152.000
WATERLINE TRENCH BACKFILL
1 BELOW SUBGRADE
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 SPECIFICA1l0NS.
SPECIFICATIONS:
95
% OF MAXIMUM
MOISTURE WITHIN +1
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS;
MOISTURE ADDED BY WATER TRUCK
TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
BACKHOE (1)
THICKNESS OF LIFT
l'
INCHES
o IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
38.39
SCOPE OF
OBSERVATION:
O FULL
TIME;
III PERIODIC ON CALL BASIS' III CONTRACTOR'S OR CLIENTS REPRESENTATIVE
~ ' ,~ ADVISED
I2J IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
ROBERT GRIFFITHS
FIELD REPRESENTATIVE
LH
10575 Newkirk Street, Suite 780 I Dallas, TX 75220 I Phone: 972-831-1111
Com paction
Test Report
T- 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/11/08 PROJECT NUMBER: [)AOR1~2 Don
Phase: 345 REPORT NUMBER: ~ SHEET:...2.... OF -L
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
35 8" WATERLINE, STA.11+00 2.0 NUC 100.0 22.0 75.1 28.8 75 JOB NO DA08152.000
CURVE NO 2
38 8" WATERLINE, STA. 11+00 1.0 NUC 100.0 22.0 90.3 26.2 90 JOB NO DA08152.000
CURVE NO 2
37 8" WATERLINE, STA. 11+00 0.0 NUC 100.0 22.0 91.5 23.1 92 JOB NO DA08152.000
2" WATER SERVICE LINE CURVE NO 2
38 BURIAL COLUMN 1.5 NUC 100.0 22.0 95.8 25.9 96 JOB NO DA08152.000
2" WATER SERVICE LINE CURVE NO 2
39 BURIAL COLUMN 0.5 NUC 100.0 22.0 95.4 26.1 95 JOB NO DA08152.000
CURVE NO 2
40 FUTURE 2" WATER SERVICE LINE 1.5 NUC 100.0 22.0 91.9 24.8 92 JOB NO DA08152.000
CURVE NO 2
41 FUTURE 2" WATER SERVICE LINE 0.5 NUC 100.0 22.0 84.6 22.4 85 JOB NO DA08152.000
WATERLINE TRENCH BACKFILL
1 BELOW SUBGRAOE
SPECIFICATIONS: 95
MOISTURE WITHIN
% OF MAXIMUM
+1 TO +5
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 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.
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS:
THICKNESS OF LIFT
MOISTURE ADDED BY WATER TRUCK
lYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
BACKHOE (1)
PROGRESS REPORT
AS REQUESTED, A SITE VISIT WAS MADE TO PERFORM COMPACTION AND MOISTURE TESTING OF 8"
WATERLINE STARTING AT THE NW CORNER OF PROPERTY, 200' EAST OF FREEPORT PARKWAY AND 2"
WATER SERVICE LINE. WE ADVISED THE CONTRACTOR OF FAILING TEST LOCATIONS, AND ADVISED THE
CONTRACTOR TO APPLY ADDITIONAL COMPACTIVE EFFORT AND TO MOISTURE CONDITION WHERE
APPROPRIATE.
l'
INCHES
o IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
38.39
SCOPE OF
OBSERVATION;
O FULL
TIME;
~ PERIODIC ON CALL BASIS' r7I CONTRACTOR'S OR CLIENTS REPRESENTATIVE
~ ' ,~ ADVISED
!2IIN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
ROBERT GRIFFITHS
LH
CTLITHOMPSON TEXAS. LLC
APPROVED BY RICH R RB
PROJECT ENGINEER
10575 Newkirk Street, Suite 780 I Dallas, TX 75220 I Phone: 972-831-1111
FIELD REPRESENTATIVE