Riverchase(6.4)-LR 980606Compaction
Test Report
CLIENT, RNERCHASE PLAZA, LTD.
C/O TRNEST INC. GENERAL PARTNERS
5429 LBJ FREEWAY, SURE 340
DALLAS, TEXAS 752401
Patton, Burke 8z Thompson
10555 Newkirk Street
Suite 530
Dallas, Texas 75220
DATE. _ _ _ _ - ~~~6~9$ JOB. NO ___}.45¢___._._ _ _ __ ___.
REPORT NO _ _'S __.__, __ SHEET ~OF__ ..-_~.-
suBJECT RNERCHASE PLAZA II
750 SO. MACARTHUR
COPPELL, TX
UTILITY TRENCH BACI~ILL
LABORATORY FIELD
TEST
NO.
LOCATION DEPTH
FEET TEST
TYPE MAX
DENSITY
PCF OMC
% DRV
DENSITY
PCF MC
% COM-
FACTION
%
SOIL TYPE
S'_SIANFTARY~EIA/ER 6O'-WE3T _ ----_ .CURVE N~.2_....
8'-SANITARY DER;--}0'-WEST OF___ __CURYE N0..2.. __.
8' SANfTA12Y-SEWER. b0' WESF ___ CURIIF_NS)._2_
--8~-SANIT~4RY-SEINER-~-1v'-WEST __ _CURICF NO..,._2__
T sELOw GRADE.
SPECIFICATIONS: .-- ~$ .. - - -- % OF MAXIMUM_ _ _ ASTM-D=b9$__...
MOISTURE WITHIN.. Q._TO_,F4 _ _ % OF OPTIMUM
TYPE OF COMPACTION EQUIPMENT AND NO.OF UNITS:
- JUMPING aACK _ _ _ __ _
MOISTURE ADDED BV _ _ _ _
THICKNESS OFLIFT _..._.-}-`~- --- --- -_ -- - INCHES
TYPE OF EARTH MOVING EQUIPMENT AND NO.OF UNITS:
....CASE BAGIA~IOE (T)--_ _. _... _ _ _ _ _
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 COMPACTOE 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
SPECIRCATIONS.
PROGRESS REPORT AS REQUESTED, A STfE VISR WAS MADE TO TEST THE COMPACTION OF THE UTILITY TRENCH
BACI~ILL FOR THE $' SANRARY SEWER LOCATED ON THE NORTH SIDE OF PARI4NG LOT.
^ *1 OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S) ~ ~ ~,`.~'~T' T°R'~;~q ~_ _ _ ..__
^ IN OUR OPINION, Flll COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED 8Y OUR OBSERVATIONS AND ~E~f N~i.~S)__ _~~;C * ` .. _ __
AND SHOULD BE REWORKED ~~**~ ~; ~~
SCOPE OF OBSERVATION: ^ FULL TIME; ^ RERIODIC, ON CALL BASIS; ^ CONTRACTOR'S OR CLIENTS REPRESE~I~~~~~ifIMER~~I
Patten, ho '~tlpt ~Q ;~i
4 9'• '~~
CU.RIIS _LEWIS _ _ _ _ _ _ _ _ _ ____ _ . -_ .-- _ _ . _. ~' c..,: ;~ ~ ___ _
FIELD REPRESENTATNE APPROVE RICHARD J.
BF ~ "~'~
140
135
130
125
120
115
110
105
V
d
yyI 100
F-
H
Z
W
~.
~ 95
t
0 5 10 15 20 25 30 35
MOISTURE CONTENT96
Sample Description-SRF'~', CLAYEY _ b!ITN GRAVEL, LIQUID LIMIT 29 ~~
BROWN PLASTICITYINDEX~ 17 ~o
LOCafIOn GRAVEL 5 %
SAND %
Compaction Test Procedure ASTM D 698 SILT AND CLAY 35 ~,
JOB N0. 1459 Compaction
Test Results
140
135
130
125
120
115
110
105
U
yI 100
F
h
Z
W
}
O 95
0 5
MOISTURE CONTENT%
Sample Description Clay, Dark Brown ueulDUnnrr_
PLASTICITY INDEX
Location GRAVEL
SAND
Compaction Test Procedure ASTP" D-698 SILT AND CLAY
Job No. 1459
37
Compaction
Test Results
52
a~
o~
o~
o~
10 15 20 25 30 35