SS9402C-LR 980609Compaction
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
CATE: 06/09198 JOB NO 1532
REPORT NO 2 SHEET 1OF~_
SUBJECT BETHEL ROAD SEWER LINE BACKFILL REPAIRS
COPPELL, TEXAS
UT1LITY TRENCH
BACKFILL OBSERVATION
LABORATORY FIELD
TEST DEPTH TEST MAX OMC DRY MC COM-
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVAtiON
OF FILL PLACEMENT AS WELL AS THE TESTS SHC~/VN ABOVE WE HAVE RELIED
UPON TH E CONTRACTOR TO APPLY THE NECE~ COMPACTIVE EFFORT AND
MOISTURE TO ACHIEVE SPECrFIED COMPACTION DURING TIMES WHEN OUR
OBSERVER IS NOT PRESEN~ AND AT LOCATIONS OTHER THAN THOSE TESTED
TE ST DATA ARE NOT THE SO£E BASIS FOR OPINIONS ON WHETHER THE FILL MEETS
SPECIFICATIONS
PROGRESS REPORT AS REQUESTED, PBT MADE A SITE VISIT TO OBSERVE THE REMOVAL OF THE REMAINING ASPHALT
ANq CE~N]'~_ ~E, ~,]I'IE F. Ab'T BOUND ~ OF BETHEL ROAD. mE CONTRACTOR BEG~
~~l' ~ I~-~ ~D TO $1'A. 1 -I-25. THE EXCAVATED MATERIAL CONSISTED OF A LIGHT
BROWN AND RED-BROWN CLAYEY SAND WHICH WAS IN A VERY LOOSE AND DRY CONDmON. SOME PVC AND METAL
PIPE WAS UNCOVERED DURING THE EXCAVATION OF THE ORIGINAL TRENCH. THREE PROCTOR SAMPLES WERE
OBTAINED AND RETURNED TO THE LAB FOR TESTING.