Coppell Cross 1P-LR 980609ALPHA TESTING, INC.
2209 Wisconsin St.
~~~ Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR: MAVEX COPPELL CROSSING, LTD. DATE OF ISSUE: JUNE 9, 1998
LEWISVILLE, TEXAS
PROJECT: COPPELL CROSSING OUR REPORT NO.: 97332-19
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT 40' WEST & 10' NORTH OF SE CORNER OF PAVEMENT
ENTRANCE-40' EAST OF MacARTHUR
DATE PLACED 06 / 0 9 / 9 8 PLANT ']
TIME 08.00 DELIVER TICKET NO 7052443
SLUMP (ASTM C-143) 5
~ ~ MIX PROPORTIONS (SSD) N/A
AIR CONTENT (ASTM C-231 ^ OR C-173 CEMENT N/A
AIR TEMPERATURE 7 3 WATER N/A
CONCRETE TEMPERATURE 76 FINE AGGREGATE N/A
DATE RECEIVED 06/10/98 COARSE AGGREGATE N/A
FIELD DATA SUBMITTED BY D , H , ADMIXTURE N/A
MIX DATA SUBMITTED BY LATTIMO
R~
_
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 U~OR C-1231 '.~~
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39}
LAB
NO. TYPE
CURING DATE
TESTED AGE TOTAL
DAYS LOAD AREA COMPRESSIVE
STRENGTH, PSI
I! 53 LAB 06/16/98 7 84,552
I 28.27 2,990
54 I LAB 07/07/98 28 ! 28.27
55 LAB 07/07/98 28 '~ 28.27
56 LAB HOLD H ~' 28.27
Specificatio ns 2 8 ~i ~ 3, 0 0 0
COMPUDATA-CG01083-34
REMARKS
4~ Cylinders made by ALPHA
representative.
^ Cylinders made by Architect's
or C tractor's representative.
Cylinders picked up by ALPHA
laboratory.
^ Cylinders delivered to ALPHA
la/boratory.
i YCompressions test results comply with
applicable specifications.
_; Compression test results do not comply
with applicable specifications.
I
Respectfully Submitted
ALPHA TESTING, INC.
AT STETTN~ _~
,~
ALPHA TESTING, INC.
TESTED FOR: MAVEX COPPELL CROSSING, LTD.
LEWISVILLE, TEXAS
2209 Wisconsin St.
~~~ Suite 100
Dallas, Texas 75229
(214) 620-6911
PROJECT:
REPORT OF CONCRETE
COIIAPRESSION TEST
DATE OF ISSUE
OUR REPORT NO.
JUNE 9, 1998
97332-19
COPPELL CROSSING
COFPELL, TEXAS
FIELD DATA
LQGATION OF CONCRETE PLACEMENT 40' WEST & 10' NORTH
ENTRANCE--40 ` EAST OF
DATE PLACED 06 / 09 / 9 8
TIME 0$ : 00
SLUMP (ASTM C-143) ~ ; 5
AIR CONTENT (ASTM C-231 O OR C-173 ~,)/ tE
AIR TEMPERATURE 7 3
CONCRETE TEMPERATURE 7 ~
DATE RECEIVED 0 6 / 1019 8
FIELD DATA SUBMITTED BY D . H ,
MIX DATA SUBMITTED BY L,,ATTINIORF~
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 R C-1231 ^
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTN4 C-39)
L.
r
Spe:
OF SE CORNER OF
MacARTHUR
PLANT
DELIVER TICKET NO
MIX PROPORTIONS (SSD)
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
1B
p. TYPE
CURING DATE
TESTED AGE
DAYS TOTAL
LOAD AREA COMPRESSIVE
STRENGTH, PSI
53 LAB 06/16/98 7 84,552 28.27 2,990
54 LAB 07/07/98 28 105,958 28.27 3,750
55; LAB 07!07/98 28 109,523 28.27 3,870
561 LAB HOLD H 28.27
t;t~ations 2 8 3, 0 0 0
PAVEMENT
7
7052443
N/A
N/A
N/A
N/A
N/A
N/A
REMARKS
Cylinders made by ALPHA
representative.
^ Cylinders made by Architect's
or Contractor's representative.
~y inders picked up by ALPHA
laboratory.
~ Cytinders delivered to ALPHA
laboratory.
Compressions test results comply with
applicable specifications.
^ Compression test results do not comply
with applicable specifications.
espec II ~Stlbmitted
ES ING, INC.
PAT STETTNER
COMn, ~ AT4-CG01083-34
ALPHA TESTING, INC.
2209 Wisconsin St.
~~~ Suite 100
Dallas, Texas 75229
(214) 620-8911
TESTED FOR: MAVEX COPPELL CROSSING, LTD.
LEWISVILLE, TEXAS
PROJECT: COPPELL CROSSING
COPPELL, TEXAS
REPORT OF CONCRETE
COMPRESSION TEST
DATE OF ISSUE: JUNE 9, 1998
OUR REPORT NO.: 97332'20
FIELD DATA
LOCATION OF CONCRETE PLACEMENT 15' WEST & 50' NORTH OF SE CORNER OF PAVEMENT
ENTRANCE-40' EAST OF MacARTHUR
DATE PLACED 0 6/ 0 9/ 9 8 PLANT 7
TIME 11;QQ DELIVER TICKET NO 7052477
SLUMP (ASTM C-143) 'J 5
~ MIX PROPORTIONS (SSD) N/A
AIR CONTENT (ASTM C-231 ~ OR C-173 ~ CEMENT N/A
AIR TEMPERATURE $ Q WATER jd/A
CONCRETE TEMPERATURE 7 $ FINE AGGREGATE N/A
DATE RECEIVED Q 6 / 1 Q / 9 $ COARSE AGGREGATE N/A
FIELD DATA SUBMITTED BY ]~ , j~j , ADMIXTURE jJ/A
MIX DATA SUBMITTED BY LATTIMORE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 C.PlF~? C-1231 ^
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
LA~TYPE
NO. CURING DATE
TESTED AGE
DAYS TOTAL
LOAD AREA COMPRESSIVE
STRENGTH, PSI
57~ LAB 06/16/98 7 ',
i 83,109 28.27 2,940
58 LAB 07/07/98 28 i 28.27
59~I LAB 07/07!98 28 28.27
60~'i LAB HOLD H 28.27 ~
i
i
-- --
'Specifications
2 8
3, 0 0 0
COMPU DATA-CGOt 083-34
REMARKS
Cylinders made by ALPHA
representative.
Cylinders made by Architect's
or Contractor's representative.
-! tinders picked up by ALPHA
laboratory.
~ Cytinders delivered to ALPHA
laboratory.
:'Compressions test results comply with
applicable specifications.
;Compression test results do not comply
with applicable specifications.
,~
Respectfully Submitted
ALPHA TESTING, INC.
}PAT STETT~IE
}}
~~ (~~ i~ l . (, .
ALPHA TESTING, INC.
2209 Wisconsin St.
~~~ Suite 100
Dallas, Texas 75229
(214) 620-8911
TESTED FOR: MAVEX COPPELL CROSSING, LTD.
LEWISVILLE, TEXAS
PROJECT: COPPELL CROSSING
COPPELL, TEXAS
REPORT OF CONCRETE
COMPRESSION TEST
DATE OF ISSUE:
OUR REPORT NO.
JUNE 9, 1998
97332'20
FIELD DATA
LOCATION OF CONCRETE PLACEMENT 15' WEST & 50' NORTH OF SE CORNER OF PAVEMENT
ENTRANCE-40' EAST OF MacARTHUR
DATE PLACED p (/ 0 9/ 9 8 PLANT 7
TIME l l ; ~fl DELIVER TICKET NO 7052477
SLUMP (ASTM C-143) , 7 ~j MIX PROPORTIONS (SSD) N/A
AIR CONTENT (ASTM C-231 ^ OR C-173 ~
4 CEMENT N/A
AIR TEMPERATURE $ 0 WATER N /A
CONCRETE TEMPERATURE 7 $ FINE AGGREGATE N/A
DATE RECEIVED 06/10/98 COARSE AGGREGATE N/A
FIELD DATA SUBMITTED BY ]~ , ~j , ADMIXTURE N/A
MIX DATA SUBMITTED BY LATTIMORE .
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617~C-1231 ^
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C~9)
LAB
NO. TYPE
CURING DATE
TESTED AGE
DAYS TOTAL
LOAD AREA COMPRESSIVE
STRENGTH, PSI
57 LAB 06!16/98 7 83,109 28.27 2,940
58 LAB 07/07/98 28 117,242 28.2'1 4,150
59 LAB 07/07/98 28 116,560 28.27 4,120
60 LAB HOLD H ~
I 28.27
Specifications 2$ 3~ O Q 0
REMARKS
ylinders made by ALPHA
representative.
^ Cylinders made by Architect's
for Contractor's representative.
Ud' Cylinders picked up by ALPHA
laboratory.
^ Cylinders delivered to ALPHA
laboratory.
Id'Compressions test results comply with
applicable specifications.
^ Compression test results do not comply
with applicable specifications.
espectfully b
L~S NG, INC.
PAT STETTNER