Coppell Cross 1P-LR 980617ALPHA TESTING, INC.
TESTED FOR: I!4AVEX COPPELL CROSSING, LTD.
LEWISVILLE, TEXAS
2209 Wisconsin St.
j/~ Suite 100
Dallas, Texas 75229
(214) 620-8911
PROJECT: COPPELL CROSSING
COPPELL, TEXAS
REPORT OF CONCRETE
COMPRESSION TEST
DATE OF ISSUE:
OUR REPORT NO.:
JUNE 17, 1998
97332--24
FIELD DATA
LOCATION OF CONCRETE PLACEMENT 35' NORTH & 75' EAST OF SE CORNER OF BUILDING,
SLAB A
DATE PLACED 0 6/ 17 / 9 8 PLANT 7
TIME 06=3Q DELIVER TICKET NO '~Q~jZ$47
SLUMP (ASTM C-143) MIX PROPORTIONS (SSD) jtj/pj
AIR CONTENT (ASTM C-231 ^ OR C-173 ~ CEMENT N/A
AIR TEMPERATURE 7 5 WATER N/A
CONCRETE TEMPERATURE $Q FINE AGGREGATE N/A
DATE RECEIVED 06 / 18 / 9 8 COARSE AGGREGATE N/A
FIELD DATA SUBMITTED BY D ~ H ~ ADMIXTURE N/A
MIX DATA SUBMITTED BY LATTIMO~
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-61 OR C-1231 ^
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
LAB
NO. TYPE
CURING DATE
TESTED AGE
DAYS TOTAL
LOAD AREA COMPRESSIVE
STRENGTH, PSI
69 LAH 06/24/98 7 83,762 28.27 2,860 I
70 ' LAB 07/15/98 28 113,384 28.27 4,030
1 71, LAB 07/15!98 28 106,826 28.27 3,780
72 LAB HOLD H 28.27
_- ~ _
specifications 2$ 3, 0 0 0
REMARKS
ylinders made by ALPHA
representative.
^ Cylinders made by Architect's
or Contractor's representative.
Cylinders picked up by ALPHA
laboratory.
^ Cylinders delivered to ALPHA
__ lab~orat ~
CY1 ompressions test results comply wish
applicable specifications.
^ Compression test results do not comply
with applicable specifications.
Res II S i
HA , I C.
PAT STETTNER
COMPU DATA-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 17 , 19 9 8
OUR REPORT NO.: 97332-24
FIELD DATA
LOCATION OF CONCRETE PLACEMENT 35' NORTH & 75' EAST OF SE CORNER OF BUILDING,
SLAB A
DATE PLACED p 6/ 17 / g g PLANT 7
TIME 06.30 DELIVER TICKET NO 7052847
SLUMP (ASTM C-143) MIX PROPORTIONS (SSD) j~/A
AIR CONTENT (ASTM C-231 ~ OR C-173 ~ CEMENT N/A
A{R TEMPERATURE '] 5 WATER N/A
CONCRETE TEMPERATURE 8Q FINE AGGREGATE N/A
DATE RECEIVED 06 / 18 / ~ g COARSE AGGREGATE Pt/A
FIELD DATA SUBMITTED BY D ~ H ~ ADMIXTURE N/ j.~
MIX DATA SUBMITTED BY LATTIMORF,~
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617. R C-1231 ^
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
i LAB
NO. TYPE I
CURING DATE
TESTED AGE
DAYS TOTAL
LOAD AREA COMPRESSIVE
STRENGTH, PSI
I 69 LAB 06/24/98 7 83,762 28.27 2,960
70 ~ LAB 07/i5/98 28 ; 28.27
I
71
LAB' 07/15/98
28 I
28.27
72 LAB HOLD ~ H ~ 28.27
~~ ~
Specifications
COMPU DATA-CG 01083-34
REMARKS
enders made by ALPHA
representative.
^ Cylinders made by Architect's
or Contractor's representative.
^ enders picked up by ALPHA
la oratory.
^ Cyylinders delivered to ALPHA
ladoratory.
^ Compressions test results comply with
applicable specifications.
Compression test results do not comply
with applicable specifications.
L1
3, 0 0 0 I Respectfully Submitted
ALPHA TESTING, INC.
PAT STETTNER
28
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, TEXA5
REPORT OF CONCRETE
COMPRESSION TEST
DATE OF ISSUE: JUNE 17 , 19 9 8
OUR REPORT NO.: 97332-25
FIELD DATA
LOCATION OF CONCRETE PLACEMENT 15' EAST & 30' NORTH OF 5E CORNER OF BUILDING A
SLAB
DATE PLACED a 6/ 1'] / 9 8 PLANT 7
TIME O9 ; 20 DELIVER TICKET NO 7052868
SLUMP (ASTM C-143) ~ MIX PROPORTIONS (SSD) N/ j>,
AIR CONTENT (ASTM C-231 ~ OR C-173 Ii,J~' 4 , 5 CEMENT N/A
AIR TEMPERATURE '] 6 WATER N/A
CONCRETE TEMPERATURE 8 0 FINE AGGREGATE N/A
DATE RECEIVED 06 / 18 / 9 $ COARSE AGGREGATE N/A
FIELD DATA SUBMITTED BY j~ , jl , ADMIXTURE N/A
MIX DATA SUBMITTED BY LATTIMOR
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 R C-1231 ^
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
73 LAB 06/24/98 7 i 73,346 28.27 2,590
741 LAB 07/15/98 28
l
75~ LAB 07/15/98 2$
76 LAB HOLD H
I
I
i
-- - ~ -
Specifications
~- ------ _ -----1--2 8
COMPUDATA-CG01083-34
2$.27
28.27
28.27
REMARKS
ylinders made by ALPHA
representative.
^ Cylinders made by Architect's
or Contractor's representative.
_^ finders picked up by ALPHA
la oratory.
^ Cylinders delivered to ALPHA
laboratory.
^ Compressions test results comply with
applicable specifications.
J Compression test results do not comply
with applicable specifications.
3 , 0 0 0 ~ Respectfully Submitted
.~ALPHATESTING, INC.
PAT STETTNER
ALPHA TESTING, INC.
2209 Wisconsin St.
~~~, Suite 100
Dallas, Texas 75229
(214) 620-8911
TESTED FOR: MAVEX COPPELL CROSSING, LTA.
LEWISVILLE, TEXAS
PROJECT: COPPELL CROSSING
COPPELL, TEXAS
REPORT OF CONCRETE
COMPRESSION TEST
DATE OF ISSUE:
OUR REPORT NO.
JUNE 17, 199$
97332-2s
FIELD DATA
LOCATION OF CONCRETE PLACEMENT 15' EAST & 30' NORTH OF SE CORNER OF BUILDING A
SLAB
DATE PLACED Q 6/ 17 / 9 8 PLANT 7
TIME 09 • ~0 DELIVER TICKET NO 7052$6$
SLUMP (ASTM C-143) MIX PROPORTIONS (SSD) N/A
AIR CONTENT (ASTM C-231 ^ OR C-1735 CEMENT NIA
AIR TEMPERATURE 7 6 WATER, N/p~
CONCRETE TEMPERATURE $ Q FINE AGGREGATE N/A
DATE RECEIVED Q 6 / 18 / 9 $ COARSE AGGREGATE N/A
FIELD DATA SUBMITTED BY ]] , H • ADMIXTURE N/A
MIX DATA SUBMITTED BY LATTIMO~
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-61 OR C-1231 ^
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
LAB
NO. TYPE
CURING DATE
TESTED AGE
DAYS TOTAL
LOAD AREA COMPRESSIVE
STRENGTH, PSI
73 LAB 06/24/98 7 73,346 28.27 2,590
74 LAB 07/15/98 28 101,494 28.27 3,590
75 LAB 07/15/98 28 109,492 28.27 3,870
76
LAB
HOLD
H
28.27 I
Specifications 2$ 3, 0 0 0
COM P U DATA-C G 01083- 34
REMARKS
Cylinders made by ALPHA
representative.
^ Cylinders made by Architect's
or Contractors representative.
ylinders picked up by ALPHA
laboratory.
^ Cylinders delivered to ALPHA
laboratory.
ompressions test results comply with
applicable specifications.
^ Compression test results do not comply
with applicable specifications.
Res ly S tt
A , I C.
PAT STETTNER