Eason Petroleum-LR020415Compactfon
Test Report
CUE.T: MASTERS CONSTRUCTION
P.O. BOX 226984
DALLAS TX 75222
Patto..~urke & Thomoson. LLC
10575 Ncw]drk Street, Suite 780
Dallas, Texas 75220
DATE: 4/1512002 JOBNUMBER: PB4865
REPORT NUMBER: I SHEET
SU~ECT: 400 DENTON TAP
COPPELL, TEXAS
B~SE COURSE PREPARATION
I LABORATORY FIELD
TEST MAX OMC% DRY MC% COM- SOIL TYPE
NO. LOCATION DEPTH TEST DENSITY DENSITY =ACTION
FEET TYPE PCF PCF %
10' SOUTH ON APPROACH FROM CURVE NO
t VANBEEBER DRIVE 0.0 NUC 127.0 7.0 121.7 5.2 96 JOB NO PB4M5
30' SOUTH ON APPROACH FROM CURVE NO
2 VANBEEBER DRIVE 0.0 NUC t27.0 7.0 t20.6 5.5 95 JOB #O PB4~65
gURVE NO
3 5' EAST OF WEST CURB 0.0 NUC 127.0 7.0 t20.3 6.3 95 JOB NO PB4865
f BELOW BASE COURSE
SPECIFICATIONS: 95 % OF MAXIMUM
MOISTURE WITHIN -3 TO +3
TYPE OF COMPACTION EOUIPMENT AND NO. OF UNITS:
('1) VIBRATORY PLATE
ASTM D 698
% OF OPTIMUM
MOISTURE ADDED BY
THICKNESS OF UFT 6
TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
INCHES
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.
PROGRESS REPORT
AS REQUESTED, PBT TECHNICIAN MADE A SITE VISIT TO PERFORM NUCLEAR DENSITY TESTS FOR THE BASE COURSE
PLACEMENT. MASTER CONSTRUCTION WAS USING A VIBRATORY PLATE TO APPLY COMPACTIVE EFFORT AT THE APPROACH
FROM VANBEEBER DRIVE.
~ IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
[] IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO-(S)
o. ·
DAN ROGERS ' ~ln
~ APPR~VEDS)P' I~ICHARD J I-i~l~i~l~al=RG