Stoneleigh P1-LR 980616ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620 -8911
TESTED FOR: FIRST WORTHING COMPANY
DALLAS, TEXAS
REPORT OF CONCRETE
COMPRESSION TEST
DATE OF ISSUE: JUNE 16 1998
PROJECT: STONELEIGH AT RIVERCHASE OUR REPORT NO.: 97060 --209
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT 40' WEST & 60' SOUTH OF NW CORNER OF BUILDING 9
DATE PLACED
06/16/98
TIME
04:27
SLUMP (ASTM C -143)
. 875
AIR CONTENT (ASTM C -231 ❑ OR C -173
5 . 2
AIR TEMPERATURE
60
CONCRETE TEMPERATURE
8 5
DATE RECEIVED
156/17/98
FIELD DATA SUBMITTED BY
J. T .
MIX DATA SUBMITTED BY
REDI—MIX
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 ( R C -1231 ❑
PLANT
10
DELIVER TICKET NO
16591
MIX PROPORTIONS (SSD)
N /A
CEMENT
N/
WATER
N/A
FINE AGGREGATE
N/A
COARSE AGGREGATE
N/A
ADMIXTURE
N/A
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
365
LAB
06/23/98
7
79,484
28.27
2,810
366
LAB
07/14/98
28
122,326
28.27
4,330
367
LAB
07/14/98
28
108,717
28.27
3,850
368
LAB
HOLD
H
28.27
Specifications
28
3,000
COMPU DATA- CG01083 -34
REMARKS
finders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractors representative.
M inders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
laboratory.
L�'Compressions test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
El
R Ily Su
AT STETTNER
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 16, 1998
97060 -210
FIELD DATA
LOCATION OF CONCRETE PLACEMENT 40' WEST & 75' SOUTH OF NW CORNER OF BUILDING 11
DATE PLACED
06/16/98
TIME
06
SLUMP (ASTM C -143)
4�7 5
AIR CONTENT (ASTM C -231 11 OR C -173
t�,�t�� 8
AIR TEMPERATURE
65
CONCRETE TEMPERATURE
85
DATE RECEIVED
06/17/98
FIELD DATA SUBMITTED BY
J. T
MIX DATA SUBMITTED BY
REDI —MIX
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 R C -1231 ❑
PLANT
10
DELIVER TICKET NO
1660
MIX PROPORTIONS (SSD)
N/A
CEMENT
N/A
WATER
N/A
FINE AGGREGATE
N/A
COARSE AGGREGATE
N/A
ADMIXTURE
N/A
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
369
LAB
06/23/98
7
72,850
28.27
2,580
370
LAB
07/14/98
28
89,714
28.27
3,170
371
LAB
07/14/98
28
100,905
28.27
3,570
372
LAB
HOLD
H
28.27
Specifications
28
3 , 0 00
COM P U DATA -C G 01083.34
REMARKS
Cylinders made by ALPHA
representative.
❑ Cylinders made by Architects
or Contractor's representative.
C 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.
❑
Re ully Su -
PH TESTIH TESTI�C.
AT STETTNER
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620 -8911
TESTED FOR: FIRST WORTHING COMPANY
DALLAS, TEXAS
PROJECT: STO NELEIGH AT RIVERCHASE
COPPELL, TEXAS
REPORT OF CONCRETE
COMPRESSION TEST
DATE OF ISSUE
OUR REPORT NO.:
JUNE 16, 1998
97060 -211
FIELD DATA
LOCATION OF CONCRETE PLACEMENT 40' WEST & 5' SOUTH OF NW CORNER OF BUILDING 12
DATE PLACED
06/16/98
TIME
09: 15
SLUMP (ASTM C -143)
N/A
AIR CONTENT (ASTM C -231 ❑ OR C -173
4 . 5
AIR TEMPERATURE
75
CONCRETE TEMPERATURE
85
DATE RECEIVED
06/17/98
FIELD DATA SUBMITTED BY
J.
MIX DATA SUBMITTED BY
REDI—MIX /
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C- 617 C -1231 ❑
PLANT
10
DELIVER TICKET NO
16620
MIX PROPORTIONS (SSD)
N/A
CEMENT
N/A
WATER
N/A
FINE AGGREGATE
N/A
COARSE AGGREGATE
N/A
ADMIXTURE
N/A
REMARKS
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12 ")
(ASTM C49)
LAB
NO.
TYPE
CURING
DATE
TESTED
AGE
DAYS
TOTAL
LOAD
AREA
COMPRESSIVE
STRENGTH, PSI
373
LAB
06/23/98
7
79,484
28.27
2,810
374
LAB
07/14/98
28
98,890
28.27
3,500
375
LAB
07/14/98
28
98,611
28.27
3,490
376
LAB
HOLD
H
28.27
Specifications
28
3,000
ylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
o Contractors representative.
e Cylinders 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.
R ul &ed
INC.
PAT STETTNER
CO M P U DATA -C G 01083 -34