Stoneleigh P1-LR 980702ALPHA TESTING, INC.
2209 Wisconsin St.
I � 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.
JULY 2, 1998
97060 --244
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: STATION 18 +00 BY BUILDING 24
DATE PLACED
07 /02/98
TIME
04:00
SLUMP (ASTM C -143)
5
AIR CONTENT (ASTM C -231 ❑ OR C -173 ❑) 4 . 5
AIR TEMPERATURE
90
CONCRETE TEMPERATURE
95
DATE RECEIVED
07/04/98
FIELD DATA SUBMITTED BY
D. R.
MIX DATA SUBMITTED BY
REDI- -MIX
R C -
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 1231 ❑
PLANT
1
DELIVER TICKET NO
1753
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
517
LAB
07/09/98
7
83,542
28.27
2,960
518
LAB
07/30/98
28
111,259
28.27
3,940
519
LAB
07/30/98
28
106,175
28.27
3,760
520
LAB
HOLD
H
28.27
Specifications
28
3,000
COM PU DATA- CGO1083 -34
REMARKS
Cylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
Cylinders picked up by ALPHA
la
❑ Cylinders delivered to ALPHA
laboratory.
le' Compressions test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
spa ull ed
I G. INC.
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.
JULY 2, 1998
97060 -245
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: STATION 19+00 BY BUILDING 24
DATE PLACED
07/02/98
TIME
06:00
SLUMP (ASTM C -143)
6.5
AIR CONTENT (ASTM C -231 ❑ OR C
-173 ❑) 3
AIR TEMPERATURE
93
CONCRETE TEMPERATURE
100
DATE RECEIVED
07/04/98
FIELD DATA SUBMITTED BY
D. R.
MIX DATA SUBMITTED BY
REDI---MIX /
SPECIMENS CAPPED IN ACCORDANCE
WITH ASTM C -617 R C -1231 ❑
PLANT
1
DELIVER TICKET NO
17546
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
521
LAB
07/09/98
7
82,083
28.27
2,930
522
LAB
07/30/98
28
99,665
28.27
3,530
523
LAB
07/30/98
28
89,311
28.27
3,160
524
LAB
HOLD
H
28.27
Specifications
28
3,000
COM P U D ATA -CG 01083 -34
REMARKS
linders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
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.
R 4RA I N C L N INC.
PAT STETTNER
ALPHA 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: JULY 2, 1998
PROJECT: STONELEIGH AT RIVERCHASE OUR REPORT NO.: 97060 -246
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: STATION 20 +00 BY BUILDING 23
DATE PLACED
07/02/98
TIME
08:10
SLUMP (ASTM C -143)
5
AIR CONTENT (ASTM C -231 ❑ OR C
-173 ❑) 4
AIR TEMPERATURE
95
CONCRETE TEMPERATURE
105
DATE RECEIVED
07/04/98
FIELD DATA SUBMITTED BY
D.R.
MIX DATA SUBMITTED BY
REDI --MIX
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 R C -1231 ❑
PLANT
1
DELIVER TICKET NO
17565
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
525
LAB
07/09/98
7
58,745
28.27
2,080
526
LAB
07/30/98
28
114,638
28.27
4,060
527
LAB
07/30/98
28
100,363
28.27
3,550
528
LAB
HOLD
H
28.27
Specifications
28
3,000
COM PU DATA- CGO1083 -34
REMARKS
ylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractors representative.
ylinders picked up by ALPHA
laboratory.
❑ Cytinders delivered to ALPHA
laboratory.
L�Compressions test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
E■�'
ully b
Z rz ff
INC.
PAT STETTNER