Stoneleigh (Fairway)-LR 980623ALPHA TESTING, INC. REPORT OF CONCRETE
2209 Wisconsin St.
Suite 100 COMPRESSION TEST
Dallas, Texas 75229
(214) 620 -8911
TESTED FOR: FIRST WORTHING COMPANY DATE OF ISSUE
DALLAS, TEXAS
PROJECT: STONELEIGH AT RIVERCHASE OUR REPORT NO
COPPELL, TEXAS
JUNE 23, 1998
97060 -233
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12 ")
(ASTM C -39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. 1 CU RING TESTED DAYS LOAD STRENGTH, PSI
4491 LAB' 06/30/98 7 78,097 28.27 2,760
i I
450: LABS, 07/21/98 28 110,763 28.27 1 3,920
451 LAB'' 07/21/98, 28 124,043 28.27 I 4,390
i I
452 LAB'; HOLD H 28.27
Specifications
l 28 !.
i
I
3
7
7053343
N/A
N/A
N/A
N/A
N/A
N/A
REMARKS
ylinders made by ALPHA
representative.
LJ Cylinders made by Architect's
or Contractor's representative.
y nders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
laboratory.
'Compressions test results comply with
applicable specifications.
F] Compression test results do not comply
with applicable specifications.
spectfull S
, INC.
PAT STETTNER
COM PUDATA -CGO 1083 -34
FIELD DATA
LOCATION OF CONCRETE PLACEMENT
PAVING: STATION
7 +50 OF FAIRWAY OAKS
DATE PLACED
06/23/98
PLANT
TIME
11:15
DELIVER TICKET NO
SLUMP (ASTM C -143)
3
MIX PROPORTIONS (SSD)
AIR CONTENT (ASTM C- 231 OR C -173
CEMENT
AIR TEMPERATURE
95
WATER
CONCRETE TEMPERATURE
90
FINE AGGREGATE
DATE RECEIVED
06/24/98
COARSE AGGREGATE
FIELD DATA SUBMITTED BY
D. R.
ADMIXTURE
MIX DATA SUBMITTED BY
LATTIMORE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C- 617_ C -1231 C
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12 ")
(ASTM C -39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. 1 CU RING TESTED DAYS LOAD STRENGTH, PSI
4491 LAB' 06/30/98 7 78,097 28.27 2,760
i I
450: LABS, 07/21/98 28 110,763 28.27 1 3,920
451 LAB'' 07/21/98, 28 124,043 28.27 I 4,390
i I
452 LAB'; HOLD H 28.27
Specifications
l 28 !.
i
I
3
7
7053343
N/A
N/A
N/A
N/A
N/A
N/A
REMARKS
ylinders made by ALPHA
representative.
LJ Cylinders made by Architect's
or Contractor's representative.
y nders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
laboratory.
'Compressions test results comply with
applicable specifications.
F] Compression test results do not comply
with applicable specifications.
spectfull S
, INC.
PAT STETTNER
COM PUDATA -CGO 1083 -34
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620 -8911
TESTED FOR: FIRST WORTHING COMPANY
DALLAS, TEXAS
PROJECT: STONELEIGH AT RIVERCHASE
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: STATION 6 +50 OF FAIRWAY OAKS
DATE PLACED
06/23/98
TIME
09: 0 0
SLUMP (ASTM C -143)
3
AIR CONTENT (ASTM C -231 C =' OR C -173
��
4. J
AIR TEMPERATURE
93
CONCRETE TEMPERATURE
S8
DATE RECEIVED
06/24/98
FIELD DATA SUBMITTED BY
D. R.
MIX DATA SUBMITTED BY
LATTIMOR
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 s; C -1231 C:
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12 ")
(ASTM C -39)
LAB TYPE
DATE
AGE r TOTAL
AREA
C URING
TESTED
DAYS LOA
--
� - -
- - --
445
LAB
06/30/98
7 85,090
28.27
4461 LAB 07/21/98
447; LAB 07/21/98
4 4 8 � LAB! HOLD
I
Specifications
28.27
28 124,279
28 131,006
28.27
28.27
REPORT OF CONCRETE
COMPRESSION TEST
DATE OF ISSUE: JUNE 23, 1998
OUR REPORT NO.: 97060~
PLANT
DELIVER TICKET NO
MIX PROPORTIONS (SSD)
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
COMPRESSIVE
STRENGTH, PSI
3,010
4,370
4,630
i
3,
7
7053322
N/A
N/A
N/A
N/A
N/A
N/A
REMARKS
[ .2 Tinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
C picked up by ALPHA
laboratory.
❑ C delivered to ALPHA
laboratory.
1� Compressions test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
❑
R ctful y
N , INC.
PAT STETTNER
COM PU DATA -CGO 1083 -34
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620 -8911
TESTED FOR: FIRST WORTHING COMPANY
DALLAS, TEXAS
PROJECT: STONELEIGH AT RIVERCHASE
COPPELL, TEXAS
REPORT OF CONCRETE
COMPRESSION TEST
DATE OF ISSUE:
OUR REPORT NO.
JUNE 23, 1998
97060 --233
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: STATION 7 +50 OF FAIRWAY OAKS
DATE PLACED
06/23/98
PLANT
TIME
11:1
DELIVER TICKET NO
SLUMP (ASTM C -143)
• �j
MIX PROPORTIONS (SSD)
AIR CONTENT (ASTM C -231 F1 OR C -173
1�J) 5
CEMENT
AIR TEMPERATURE
955
WATER
CONCRETE TEMPERATURE
9 0
FINE AGGREGATE
DATE RECEIVED
06/24/98
COARSE AGGREGATE
FIELD DATA SUBMITTED BY
D. R .
ADMIXTURE
MIX DATA SUBMITTED BY LATTIMORE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 ❑. C- 1231 '❑
LAB TYPE
NO, CURING
449 LAB
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12 ")
(ASTM C -39)
DATE AGE TOTAL AREA COMPRESSIVE
TES TED DAYS LOAD STRENGTH, PSI
06/30/98 7 78,097 28.27 2,760
450 LAB! 07/21/98 28 28.27
451 LAB 07/21/98 28
cnnepi nATA -r amnw� m
28.27
28.27
3,000
7
7053343
N/A
N/A
N/A
N/A
N/A
N/A
REMARKS
Cylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or C ractor's representative.
Cylinders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
laboratory.
❑ Compressions test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
4. Hespectfully Submitted
4LPHA TESTING, INC.
PAT STETTNER
A ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620 -8911
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR: FIRST WORTHING COMPANY DATE OF ISSUE: JUNE 23, 1998
DALLAS, TEXAS
PROJECT: STONELEIGH AT RIVERCHASE OUR REPORT NO.: 97060 --232
COPPELL, TEXAS
FIELD DATA
LOCATION OFCONCRETE PLACEMENT PAVING: STATION 6 +50 OF FAIRWAY OAKS
DATE PLACED
06/23/98
TIME
09: 00
SLUMP (ASTM C -143)
�4.
AIR CONTENT (ASTM C -231 1 -1 OR C -173
I- 5
AIR TEMPERATURE
93
CONCRETE TEMPERATURE
8 8
DATE RECEIVED
06/24/98
FIELD DATA SUBMITTED BY
D.R.
MIX DATA SUBMITTED BY
LATTIMO)
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 � , OR C -1231
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12 ")
(ASTM C -39)
LAB
NO.
445
446
447
PLANT
7
DELIVER TICKET NO
7053322
MIX PROPORTIONS (SSD)
N/A
CEMENT
N/A
WATER
N/ A
FINE AGGREGATE
N/
COARSE AGGREGATE
N/A
ADMIXTURE
N/A
TYPE 1 DATE AGE TOTAL AREA COMPRESSIVE
CUR ING TESTED DAYS LOAD STRENGTH, PSI
LAB 06/30/98 7 85,090 28.27 3,010
LAB
LAB
4481 LAB
07/21/98
07/21/98
HOLD
Specifications
28 1 28.27
28 28.27
H ! 28.27
REMARKS
M inders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
Cz linders picked up by ALPHA
laboratory.
Cylinders delivered to ALPHA
laboratory.
Ej Compressions test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
28 3 - Respectfully Submitted
ALPHA TESTING, INC.
PAT STETTNER