Coppell Cross 1P-LR 980714/i~,
ALPHA TEST-NG, INC.
2209 Wlsconsln St., Suite 100
Dallas Texas 75229
972/620-89~ 1 - 972/263,4937 (Metro)
F~11X.• 972/406-B023
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR: MAVEX COPPELL CROSSING, LTD. DATE OF ISSUE: 07/14/98
LEW{SVILLE, TEXAS
PROJECT: COPPELL CROSSING OUR REPORT NO.: 97332-37
COPPELL, TEXAS
FIELD DATA
LOCATION of CW+ICRETE PLACEMENT PAVING: RIGHT TURN LANE ON MacARTHUR, 150' SOUTH
OF STORM DRAIN
W-TE PLACED 07/14/98 PLANT 7
nME 12:00 PM DEWER TICKET No, 55130
SLUMP (A6TM C-'143 4 MIX PROPORTIONS (SSD)
AIR ( c~sa c]^oR c-17s ~ 5 cEMeHT NIA
Aim T~>MPEi~A 95 WATER NIA
GoNrrtEtiE TEMPM?WITURE 90 PIIrtE AOfiREiiATE N!A
OIIU'E RECENEO 07/15198 COAR8E A(iOREQATE WA
PIEiD DATA StIWRMt1TED BY AR~.EY ADMIXTURE NIA
MU(DATA SUBMITTED BY LATTIMO
SPEGMENS CAPPED IN ACCORDANGE WITH ASTM C-617 OR C-1231 ^
COMPRESSJON TEST RESULTS c.~d" GyHndeis made by ALPHA
(NOMINAL CYLINDER 312E 8" X 12") 'gam°•
(ASTM C~39)
lAB
N0. TYPE
Ct1RINt3 DATE
TI=STED AGE
OAY3 TOTAL
LOAD AREA COMPRESSIVE
STRENGTH, PSI
109 LAB 07/2898 7 70,649 28.27 2,500
110 LAB 08/11/98 2$ 2$.27
111 LA8 08/11/98 28 2$.27
112 LAB HOLD H 28.27
s 28 3,600
~ Cylinders made try AnfiNecl's
or Contraolors representelive.
~ Gyfindws picked up by ALPHA
laboratory,
^ Blinders delivered b ALPHA
laboeatory.
^ Compression test results comply with
applicable speafioations.
^ Compression test resuks do not comply
with applicable specifications.
Respeottully Sulxn7Eted
REMARKS: ALPHA TESTING, INC.
Geotec~Cal Engineering ~ C:crxs>rucfikan Mbt~rk~(s Testing ~ Envinxlmerital Engiriaering ~ Consulting
/i~,
ALPHA TESTING, INC.
22109 Wlsconsln St, Sulte 1lJID
Dallas Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPQRT OF CONCRETE
COMPRESSION TEST
TESTED FOR: MAVEX COPPELL CROSSING, LTD. DATE OF ISSUE; 07/14/98
LEWfSVILLE, TEXAS
PROJECT: COPPELL CROSSING OUR REPORT NO.: 57332-36
COPPELL, TEXAS
FfEl.D DATA
t.OCATION ~ CONCRETE PUICEMENT PAVING: RIGHT TURN LANE ON MacARTHUR, 80' SOUTH ~ 2' WEST
OF STORM DRAIN
W1TE PLACED 07/14198 PLJWT 7
7MYt~ 9:44 AM DEt.NER tlpcEt NO. 55115
sMIM>!-(asTM cs~t)
/ 7~ Mix PRd~ORTI0N8 (SSOf
~
Aw r~o~r~c >jA~t`TIIA cas~I C~]oR c•~» C~ 5 CEMENT NIA
ANft TEaTi>~tE 91 WATER NIA
CAME TEEMPlr.Rl-Ttq;E 90 FItr1E AATEE NIA
D~tn~ 07115/98 cvalo6i~ ACifi3~~3ATE N/A
FlE=.LD pATa sUBMIT7El'1 sr ARLEY ADMIXTt1RE WA
MfX Oa*A SLJBMITTEa sY LATTIMO
caPP~D u~ AccoRnANC~ wm1 AsTM C-61T. Ott c-1231 ^
COMPRESSION TEST RESULTS
(NOMINAL, CYLINDER SIZE 6" X 12")
fasTM c~ef
lAB
NO. TYPE
CURING DATE
TESTEp AGE
DAYS TOTAL
LOAp AREA COMPRESSIVE
STRENGTH, pSl
1p5 LAB 07/21/98 7 60,326 28.27 2,190
106 LAB 08/11 /98 28 28.27
107 IAf3 08/11/98 26 28.27
108 LAB HOLD H 28.27
28 3,600
f~ Cylinders made by ALPHA
representative.
^ gAinders made by ArcMtecfs
Cordraefor's reprsserdative.
J~"'y""~ picked up nr ALPHA
-aborratory.
^ G~Ainders delivered to ALPHA
laboratory.
^ Compreccion test reeuHs comply with
applicable speclflcatlons.
^ Compression test results do not comply
With applicable specifications.
ReepectfuNy SuMnOted
REMARKS: "CONTRACTOR INFORMED OF HIGH SLUMP ALPHA TESTING, INC.
GeotechNaal Eng~neering M Conshuctlon Moleri'al~s Testhtg M EnNronmentzal Engkieering ^ CoruuMing
/i~.
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR: MAVEX COPPELL CROSSING, LTD. DATE OF ISSUE: 07/14/98
LEWISVILLE, TEXAS
PROJECT: COPPELL CROSSING OUR REPORT NO.: 97332-37
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: RIGHT TURN LANE ON MacARTHUR, 150' SOUTH
OF STORM DRAIN
DATE PLACEO 07/14/98 PLANT 7
TIME 12:00 PM DELNER TICKET NO. 55130
SLUMP (ASTM C-143) 4 MIX PROPORTIONS (SSD)
AIR CONTENT (ASTM C-231 ^^OR C-173 ~ 5 CEMENT N/A
AIR TEMPERATURE 95 WATER N/A
CONCRETE TEMPERATURE 9O FINE AGGREGATE N/A
DATE RECENED 07/15/98 COARSE AGGREGATE N/A
FIELD DATA SUBMITTED BY ARLEY ADMIXTURE N/A
MIX DATA SUBMITTED BY LATTIMOR
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C~17 C.IIdOR C-1231 I~
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-38)
LAB
NO. TYPE
CURING DATE
TESTED AGE
DAYS TOTAL
LOAD AREA COMPRESSIVE
STRENGTH, PSI
109 LAB 07/2i/98 7 70,649 28.27 2,500
110 LAB 08/11!98 28 104,938 28.27 3,710
111 LAB 08111/98 28 103,804 28.27 3,870
112 LAB HOLD H 28.27
Specifications 28 3,800
REMARKS:
1:7 Cylinders made by ALPHA
representative,
^ Cylinders made by Architect's
,~ / or Contrec:tors representative.
~}.d Cylnders picked up by ALPHA
laboratory.
^ Cylinders delivered to ALPHA
laboratory.
CompresSiort lest results comply with
applicable specifications.
^ Compreasiort test results do not comply
v~ith appBcable specifications.
Res Ity~Su~'~~U`/
LP A TE~~ S71NG, INC.
Geotechnlca! Engineering ^ Conslrt,~ciAon NJateriats Testing ~ EnNronrr~ental Engineering t ConsuHing
/i~,
AIPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, texas 75229
972/620-891 1 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR: MAVEX COPPELL CROSSING, LTD. DATE OF ISSUE: 07/14/98
LEWISVILLE, TEXAS
PROJECT: COPPELL CROSSING OUR REPORT NO.: 97332-36
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: RIGHT TURN LANE ON MacARTHUR, 80' SOUTH 8 2' WEST
OF STORM DRAIN
DATE PLACED 07/14/98 PLANT 7
TIME 9:44 AM DELIVER TICKET NO. 55115
SLUMP (ASTM C-1431 7" MUC PROPORTIONS (SSD)
AIR CONTENT (ASTM C-231 [~C70R C-173 ~$ CEMENT N/A
AIR TEMPERATURE 91 WATER N/A
CONCRETE TEMPERATURE 90 FINE AGGREGATE N/A
DATE RECENED 07/15/98 COARSE AGGREGATE N/A
FIELD DATA SUBMfTTED BY ARLEY ADMIXTURE NIA
MIX DATA SUBMITTED f3Y LATTI MO
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C4;17 C•1231 ^
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C~sl
LAB
.JO. TYPE
CURifJG DATE
TESTED AGE
GAYS TOTAL
LOAD AREA COMPRESSIVE
STRENGTH, PSI
105 LAB 07/21/98 7 60,326 28.27 2,130
106 LAB 08/11!98 28 100,189 28.27 3,540
107 LAB 08/11/98 28 104,260 28.27 3,890
108 LAB HOLD H 28.27
Specitlcatlons 28 3,600
REMARKS: `CONTRACTOR INFORMED OF HIGH SLUMP
Ld' Cylinders made by ALPHA
representative.
^ gAinden; made by Architect's
w Corttractols representative.
finders picked up b1l ALPHA
laboratory.
^ Cylinders delivered to ALPHA
laboratory.
t~ Compression test results comply with
applicable specifications.
^ Compression test resuls do trot compy
with applicable spec cations.
R pectfully S m'
P A E 1 ,INC.
Geotechnlcal Engineering ~ Corufrt.rctbn Materdols resting ~ Environmental Engineering ~ Coruumng