SS9402C-LR 980608Compaction
Test Report
Patton, Burke & Thompson
10555 Newkirk Street
Suite 530
Dallas, Texas 75220
CLIENT:
CITY OF COPPELL
225 PARKWAY BLVD.
P. O. BOX 478
COPPELL, TEXAS 75019
DATE 06/08/98 JOB NO 1532
REPORT NO 1 SHEET 1OF l
SUBJECE BETHEL ROAD SEWER LINE BACKFILL REPAIRS
COPPELt, TEXAS
UTILIff TRENCH
BACKFILL OBSERVATION
LABORATORY FIELD
TEST DEPTH TEST MAX OMC DRY MC
NO. LOCATION FEET IYPE DENSITY % DENSITY % PACTION SOIL TYPE
PCF [:CF %
SPECIFICATIONS: % OF MAXIMUM
MOISTURE WITHrN % OF OPTIMUM
IYPE OF COMPACTION EQUIPMENTAND NO OF UNrTS
MOISTURE ADDED BY
THICKNESS OF LiFT INCHES
~PE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
~IS REPORT PRE SENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATION
OF ElL L PLACEM EN1, A~S WE LL AS THE TESTS SHOWN ABOVE WE HAVE RELIED
U PON THE CONTRACTOR TO APPLY 1~ E NECESSARY COMPACTN/E EFFORT AND
MOISTURE TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR
OBSERVER IS NOT PRESENE AND AT LOCATIONS OTHER THAN THOSE TESTED.
TEST DATA ARE NOT TNE SOLE BASIS FOR OPINIONS ON WHETHER THE FILL MEETS
SPECIFICATIONS
PROGRESS REPORT AS REQUESTED, PBT MADE A SITE VISIT TO OBSERVE THE REMOVAl. OF ASPHALT AND CEMENT
TREATED BASE FROM THE EAST BOUND LANE OF BETHEL ROAD. APPROXIMATELY 8.5 - 9" OF MATERIAL WAS
REMOVED USING A BITELLI $F2002 RECLAIMER. THIS MATERIAl. WAS TRANSPORTED TO TXI CTB PLANT ON
BELTLINE ROAD FOR PROCESSING AND STORAGE.
Pat t0n~k~
FIELD r~EPRESENTAT1VE APPROVED B¥~ RIC,~RD J. HAMMERBER~.~
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