Rolling Oaks MC-LR081218
CLIENT: S.E. CEMETERIES OF TEXAS
523 S. MAIN STREET
GRAPEVINE TX 76051
Phase: 345 REPORT NUMBER: 13 SHEET:....1- OF ......1-
SUBJECT: RESTLAND FUNERAL HOME
ROLLING OAKS MEMORIAL CENTER
COPPELL, TX
LIME STABILIZED SUBRADE PREPARATION
TEST
NO.
1
DEPTH TEST
FEET TYPE
LABORATORY
MAX
DENSITY OMC%
PCF
FIELD
DRY COM-
DENSITY MC% PACTION
PCF %
SOIL TYPE
LOCATION
71
'-NORTH END OF PARKING LOT
CURVE NO 5
95 JOB NO DA08152.000
CURVE NO 5
0.0 NUC
96.0
24.0
91.3
25.2
72
-CENTER OF PARKING LOT
.--
0.0
24.2
96 JOB NO DA08152.000
CURVE NO 5
96 JOB NO DA08152.000
NUC
96.0
24.0
92.5
73
SOUTH END OF PARKING LOT
0.0 NUC
24.0
24.7
96.0
91.8
1 BELOW SUBGRADE
SPECIFICATIONS:
95
ASTM D 698
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.
% OF MAXIMUM
TO +4
% OF OPTIMUM
MOISTURE WITHIN
o
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS:
THICKNESS OF LIFT
INCHES
MOISTURE ADDED BY
TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
PROGRESS REPORT
AS REQUESTED, A SITE VISIT WAS MADE TO PERFORM COMPACTION AND MOISTURE TESTING FOR THE
LIME STABILIZED SUB GRADE. THE SUBGRADE HAD BEEN COMPACTED PRIOR TO OUR SITE VISIT.
71 - 73
121 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)
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