SS9402C-LR 980706Compaction
Test Report
Patton, Burke & Thompson
10555 Newkirk Street
Suite 530
Dallas, Texas 75220
CLIENT: CI1Y OF COPPELL
225 PARKWAY BLVD.
P. O. BOX 478
COPPELL, TEXAS 75019
DATE O7/06/98_ JOB NO 1_53~ .........
REPORTNO ~_~ SHEET 1_ OF _ _2 .....
SUBJECT BETHEL ROAD SEWER LINE BACKFILL REPAIRS
COPPELL, TEXAS
UTILITY TRENCH
BACKFILL OBSERVATION
LABORAR~RY FIELD
TEST DEPTH TEST MAX OMC DR'/ MC COM-
iTA. 30~2~ ...... CURVE NO. 9
144 3.0 NUC 120.0 12.5 119.5 14.3 100 JOB NO. 1532
;T~,_31 +~00 ...... CURVE NO. 9
145 3.0 NUC 120.0 12.5 120.0 13.8 100 JOB NO. 1532
.;T~. 32+10. ...... C_ L~RVE N_o: 9__
146 3.0 NUC 120.0 12.5 121.6 12.4 100+ JOB NO.1532
iTA,_Z9_+ ! o_ gURV-E_ ~0: ?
147 2,5 NUC 120.0 12.5 121.8 11.8 100+JOBNO. 1532
)TA. 27+30 ........ CU_R .~ NO.
148 1,,~ NUC 120.0 12.5 120.3 13.8 100 JOBNO. 1532
~T/c 2~ ±30 .............. CP~ NO~...~
149 ~,0 1UC 120.0 12.5 119.5 12.3 100 JOBNO. 1532
~L 30±50 ~URVE.~9_:.?_
150 2.5 NUC 120.0 12.5 119.5 12.9 100 JOBNO. 1532
1,51 2.5 NUC 120.0 12.5 119.5 13.9 100 JOBNO. 1532
1 BELOW ASPHALT
SPECIFICATIONS: 100 %OFMAXIMUM .ASTM D 6.9!~
~ ] ]02SHEERSFOOT VIBRATORY DRUM RQLLER
CAT ~433-S SHE~.SFOOT VIBRATORY DRUM ROLLER
JOHN DEERE~RACTOR
THIS REPORT PRESENTS OPINIONS FORMEO 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
OBSERVi:R IS NOT PRESENT AND AT LOCATIONS OTHER THAN THOSE TESTED
TEST DATA ARE NOT THE SOLE BAS~S FOR OPINIONS ON WHETHER TH E FILL MEETS
SPECIFICATIONS
PROGRESS REPORT AS REQUESTED, PBT MADE A SITE VISIT TO OBSERVE AND TEST THE UTILIIY TRENCH
~E,C~I~RUCTION. THE COeNTRACTOR PLACED BA, CKFILL MATERIAL BE1WEEN STA. 25+50 ~
'~-e~ AND 29+2J, 29+70 ~ $2+30'. EACH LIFT WAS APPROXIMATELY 6" THICK AND WAS ROLLED
UNTIL A MINIMUM O_F~1~% ggMPACTION~JVAS OBTAINED. DUE TO THE WET MATERIAL IN THE BOTTOM OF THE
TRENCH BETWEEN ~JJ"A. ~ 35+30, A CEMENTIOUS MATERIAL WAS MIXED IN USING A BARTMILL MIXER.
THIS MATERIAL WAS LEFT IN PLACE OVERNIGHT.
~ IN OUR OPINION, FILL COMP~TION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)_ ..I '4'~. ]4~,. ~1~.~. ~.'~ ~: ~..~ ~;~ ~l! 50,151
[] IN OUR OPINION, FILL COMP/~'~TION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO (Si
CONTRACTOR'S OR CLIENTS REPRESEN?ATIVE ADVtSED~ J~.
SCOPEOFOBSERVATION: L~FULLTiME; [~ PERIODIC, ONCALLSA$1S; ~ IR~I~:]~ERBERG ~',,
/
BOB DYGERI ~ ~'
BF
Compaction
Test Report
Patton, Burke & Thompson
10555 Newkirk Street
Suite 530
Dallas, Texas 75220
CUENT: ClIYOF COPPELL
225 PARKWAY BLVD.
P. O. BOX 478
COPPELL, TEXAS 75019
DATE: 07/06/9.8 JOB, NO
REPORT NO ~ SHEET 2 OF 2
SUBJECT BETHEL ROAD SEWER LINE BACKFILL REPAIRS
COPPELL, TEXAS
UTILI1Y TRENCH
BACKFILL OBSERVATION
LABORATORY FIELD
~TA. 27+30 ..... CURVE NO. 9
152 .75 4UC 120.0 12.5 120.6 13.0 100 JOB NO. 1532
153 2.5 NUC 120.0 12.5 119.5 12.4 100 JOBNO. 1532
1,54 1.0 NUC 120.0 12.5 119.5 14.1 100 JOB NO.1532
1 BELOW A.~PHALT
SPECIEICATIONS:. 100 .... % OF MAXIMUM ASTM D b98
MOISTURE WIIHIN .... % OF OPTIMUM
1YPE OE COMPACTION EQUIPMENT AND NO OF UNITS
CASE 1.102 SI~EEP~OOT VIBRATORY DRUM ROLLER
CAT CP433-S SHEEPSFOOT VIBRATORY DRUMROLLER
MOISTURE ADDED BY
THICKNESSOF LIFT ~ .... INCHES
1YPE OF EARTH MOVING EQUIPMENT AND NO OF UNITS
JO~tNDEERE TRACTOR
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVA]ION
OF FILL Pt~CEMENE AS WELL AS THE TESTS SHGWN ABOVE WE HAVE RELIED
UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE EFFORT AND
MOISTURE TO ACHIEVE SPECIFIED COMPACTION DURING T~MES WHEN OUR
OBSERVER IS NOT PRESENT AND AT LOCATIONS OTHER 1NAN THOSE TESTED
TEST DATA ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE FILE MEETS
SPECIFICATIONS.
PROGRESS REPORT (SEE SHEET 1 OF REPORT NO. 23).