Rolling Oaks MC-LR081215
CLIENT; S.E. CEMETERIES OF TEXAS
523 S. MAIN STREET
GRAPEVINE TX 76051
Phase; 345 REPORT NUMBER; 11 SHEET;....1- OF ---1..-
SUBJECT; RESTLAND FUNERAL HOME
ROLLING OAKS MEMORIAL CENTER
COPPELL, TX
LIME STABILIZED SUB GRADE
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
% OF MAXIMUM
TO
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 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 FIELD GRADATIONS FOR THE LIME STABILIZED
SUBGRADE. THE MATERIAL HAD BEEN RE-MIXED PRIOR TO OUR SITE VISIT. TEST RESULTS ARE
SUMMARIZED IN THE ATTACHED TABLE WHICH INDICATES 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 INDICATE!? BY OUR OBSERVATIONS AND TEST NO.(S)
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SCOPE OF
OBSERVATION:
O FULL
TIME;
IZI PERIODIC. ON CALL BASIS; IZI ~g~I~~~CTOR'S OR CLIENT'S REPRESENTATIVE
Job Number: DA08255.000
Date: 12/15/2008
Project: RESTLAND FUNERAL HOME
COG Specifications (item 4.6.6):
Location: COPPELL, TEXAS
100% passing 1 3/4"
60% passing NO.4
Location Sample % Passing % Passing
wt (Ibs) 1 3/4" Sieve #4 Sieve
30' EAST AND 36' SOUTH OF THE
NW CORNER OF WEST PARKING LOT 10 100% 65.0
30' EAST AND 90' SOUTH OF THE
NW CORNER OF WEST PARKING LOT 10 100% 60.0
30' WEST AND 30' NORTH OF THE
SE CORNER OF WEST PARKING LOT 10 100% 60.0
Remarks: