Rolling Oaks MC-LR081217
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CLIENT: S.E. CEMETERIES OF TEXAS
523 S. MAIN STREET
GRAPEVINE TX 76051
Phase: 345 REPORT NUMBER: ~ SHEET: --1- OF ....1..-
SUBJECT: RESTLAND FUNERAL HOME
ROLLING OAKS MEMORIAL CENTER
COPPELL, TX
LIME STABILIZED SUBGRADE
LABORATORY FIELD
TEST TEST MAX DRY COM- SOIL TYPE
NO. LOCATION DEPTH TYPE DENSITY OMC% DENSITY MC% PACTION
FEET PCF PCF %
NO TESTS PERFORMED
SPECIFICATIONS:
MOISTURE WITHIN
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
% OF OPTIMUM
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS:
MOISTURE ADDED BY
TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
THICKNESS OF LIFT
INCHES
PROGRESS REPORT
AS REQUESTED, A SITE VISIT WAS MADE TO PERFORM FIELD GRADATIONS FOR LIME STABILIZED
SUBGRADE. THE SUBGRADE HAD BEEN RE-MIXED PRIOR TO OUR SITE VISIT. TESTS RESULTS ARE
SUMMARIZED IN THE ATTACHED TABLE WHICH INDICATE SATISFACTORY MIXING WAS ACHIEVED.
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)
SCOPE OF
OBSERVATION:
O FULL
TIME;
~ PERIODIC ON CALL BASIS- ~ CONTRACTOR'S OR CLIENT'S REPRESENTATIVE
~ ' ,~ ADVISED
........, /J
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Job Number: DA08255.000 Project: RESTlAND FUNERAL HOME
Date: 12/17/2008
location: COPPEll, TEXAS
COG Specifications (item 4.6.6): 100% passing 1 3/4"
60% passing NO.4
location Sample % Passing % Passing
wt (Ibs) 1 3/4" Sieve #4 Sieve
15' WEST AND 5' SOUTH OF THE NEC
OF THE SOUTH PARKING lOT 10 100% 65.0
35' NORTH AND 15' EAST OF THE SWC
OF THE EAST PARKING lOT 10 100% 61.0
30' WEST AND 5' NORTH OF THE SEC
OF THE NORTH PAKING lOT 10 100% 62.0
,
Remarks: