Rolling Oaks MC-LR081219
ClIENT: S.E. CEMETERIES OF TEXAS
523 S. MAIN STREET
GRAPEVINE TX 76051
Phase: 345 REPORT NUMBER: 14 SHEET: -1- OF --1..-
SUBJECT: RESTLAND FUNERAL HOME
ROLLING OAKS MEMORIAL CENTER
COPPELL, TX
LIME STABILIZED SUBRADE PREPARATION
1 LABORATORY FIELD
TEST TEST MAX DRY COM- SOIL TYPE
NO. LOCATION DEPTH TYPE DENSITY OMC% DENSITY MC% PACTION
FEET PCF PCF %
PAVING, 20' SOUTH AND 5' EAST CURVE NO 5
OF THE SW CORNER OF THE BUILDING 0.0 NUC 96.0 24.0 95.3 24.4 99 --
74 JOB NO DA08152.000
PAVING, 10' SOUTH AND 30' EAST CURVE NO 5
--oi=THE SE CORNER OF THE BUILDING 0.0 NUC 96.0 24.0 95.0 24.6 99 ------
75 JOB NO DA08152.000
PAVING, 15' SOUTH AND 10' EAST CURVE NO 5
76 OF THE NE CORNER OF THE BUILDING 0.0 NUC 96.0 24.0 95.6 24.1 100 JOB NO DA08152.000
1 BELOW SUBGRADE
SPECIFICATIONS:
95
ASTM 0 698
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
MOISTURE WITHIN
o
TO +4
% OF OPTIMUM
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 SUBGRADE. THE SUBGRADE HAD BEEN COMPACTED PRIOR TO OUR SITE VISIT.
74 - 76
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)
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