Rolling Oaks MC-LR080923
Compaction
Test Report
~ 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: nQ/?3/nR PROJECT NUMBER: DAnR15? nnn
Phase: 345 REPORT NUMBER: -L SHEET: --1...- OF .......1-.
SUBJECT: ROLLING OAKS MEMORIAL CENTER PHASE I
FREEPORT PARKWAY
COPPELL, TX
TEST LABORATORY FIELD
NO. LOCATION DEPTH TEST MAX OMC% DRY MC% COM- SOIL TYPE
TYPE DENSITY DENSITY PACTION
FEET PCF PCF %
NO TESTS PERFORMED
LIME STABILIZED SUB GRADE PREPARATION
% 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 COMP ACTIVE 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 SPECIACATIONS.
SPECIFICATIONS:
MOISTURE WITHIN
% OF MAXIMUM
TO
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS:
MOISTURE ADDED BY WATER TRUCK
TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
CAT 55 250 B MIXER (1)
THICKNESS OF LIFT
INCHES
PROGRESS REPORT
AS REQUESTED, A SITE VISIT WAS MADE MADE BY A REPRESENTATIVE OF CTLITHOMPSON FOR
GRADATIONS OF LIME STABILIZED SUBGRADE. UPON ARRIVAL THE EAST DRIVE WAS READY FOR
TESTING. APPROX. 450' OF SUBGRADE WAS TESTED AT EVERY 150'. TECHNICIAN ALSO OBTAINED A
SOIL SAMPLE AND RETURNED TO LABORATORY FOR COMPACTION AND CLASSIFICATION TESTING.
o IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
SCOPE OF
OBSERVATION:
O FULL
TIME;
o PERIODIC, ON CALL BASIS; 121 ~=TOR'S OR CLIENT'S REPRESENTATIVE
o IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIACATlONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
DEWEY LONG
FIELD REPRESENTATIVE
LH
10575 Newkirk Street, Suite 780 I Dallas, TX 75220 I Phone: 972-831-1111
Field Gradations of Lime Stabilized Sub-Grade
Job Number: DA08152.000
Date: 09/23/2008
Project: ROLLING OAKS
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
INTERSECTION OF WEST & EAST DRIVES NORTH
10' WEST ON WEST DRIVE 10 100% 62.5
EAST DRIVE, GOING SOUTH FROM WEST DRIVE,
100' SOUTH 10 100% 65.0
EAST DRIVE, GOING SOUTH FROM WEST DRIVE,
250' SOUTH 10 100% 80.0
EAST DRIVE, GOING SOUTH FROM WEST DRIVE,
400' SOUTH 10 100% 70.0
Remarks: