Riverchase(6.4)-LR 980608Compaction
Test Report
CLIENT: RNERCHASE PLAZA, LTD.
C/O TRIVEST INC. GENERAL PARTNERS
5429 LBJ FREEWAY, SUITE 340
DALLAS, TEXAS 75240\
Patton, Burke 8z Thompson
10555 Newkirk Street
Suite 530
Dallas, Texas 75220
DAre _ 06/08/98.. roe. No _..1459.__._ . _ ___-- _
REPORT NO __ _ _ 6 _ __ SHEET ___~OF _~ _
suB~ECr RNERCHASE PLAZA II
750 SO. MACARTHUR
COPPELL, TX
UTILITY TRENCH BACI~ILL
LABORATORY FIELD
TEST DEPTH TEST MAX I OMC DRY I MC I COM-
NO. LOCATION FEET TYPE DENSITY % DENSITY % FACTION SOIL TYPE ,
PCF PCF
T BELOW GRADE
SPECIFICATIONS _.__ !~5 .___ _ _ _ % OF MAXIMUM _ ASTM ~6Q$_ . THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATION
MOISTURE WITHIN . __A_TO.+4_ _. _ % OF OPTIMUM OF FILL PLACEMENT, AS WELL AS THE TESTS SHOWN ABOVE. WE HAVE RELIED
NPE OF COMPACTION EQUIPMENT AND NO.OF UNITS: UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTNE EFFORT AND
MOISTURE TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR
- lUMP~NG ~CI( - ---- - ---- - - - - OBSERVER IS NOT PRESENT, AND AT LOCATIONS OTHER THAN THOSE TESTED.
___ _,_ _ _ _ _ _ TEST DATA ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE FILL MEETS
MOISTURE ADDED BY____ _ . ._. SPECIFICATIONS.
THICKNESS OF LIFT - _ ~'~ _ _ _ _ . __ __ ._ . INCHES
TYPE OF EARTH MOVING EQUIPMENT AND NO.OF UNITS:
PROGRESS REPORT A$ REQUESTED, A SITE VISR WAS MADE TO TEST THE COMPACTION OF THE UTILITY TRENCH
BACI~ILL FOR THE 8' SANRARY SEWER LOCATED ON THE NORTH SIDE OF PARIaNG LOT.
^ ~I OUR OPINION, flLl COMPACTION MEETS SPECIFICATIONS AS INDICATED BV OUR OBSERVATIONS AND TEST
^ IN OUR OPINION, Flll COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BV OUR OBSERVATIONS
AND SHOULD BE REWORI~D
SCOPE OF 08SERVATION: ^ FULL TIME; ^ RERIODIC, ON CALL BASIS; ^ CONTRACTOR'S OR CLIENT'S REP
FIELD REPRESENTATNE APPROV B~
BF
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