Stoneleigh P1-LR 980623ALPHA 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 -231
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: STATION 8 +00 OF BACK PARKING LOT
DATE PLACED
06/23/98
TIME
10:55
SLUMP (ASTM C -143)
4
AIR CONTENT (ASTM C -231 ❑ OR C -173 ❑) 5
AIR TEMPERATURE
95
CONCRETE TEMPERATURE
90
DATE RECEIVED
06/24/98
FIELD DATA SUBMITTED BY
D. R.
MIX DATA SUBMITTED BY
PIONEER
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -61 C -1231 ❑
PLANT
29
DELIVER TICKET NO
726391
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
441
LAB
06/30/98
7
78,448
28.27
2,780
442
LAB
07/21/98
28
120,352
28.27
4,260
443
LAB
07/21/98
28
132,739
28.27
4,700
444
LAB
HOLD
H
28.27
Specifications
28
3,000
COM P U D ATA -CGO 1083 -34
REMARKS
ylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
p-faa liriders 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.
EN
II u itt
A , INC.
PAT 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 23, 1998
97060 -230
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING!: STATION 7 +36 OF BACK PARKING LOT
DATE PLACED
06/23/98
TIME
08:45
SLUMP (ASTM C -143)
5
AIR CONTENT (ASTM C -231 ❑ OR C -173 ❑) 4 . 5
AIR TEMPERATURE
90
CONCRETE TEMPERATURE
88
DATE RECEIVED
06/24/98
FIELD DATA SUBMITTED BY
D. R.
MIX DATA SUBMITTED BY
PIONEER
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 1231 ❑
PLANT
29
DELIVER TICKET NO
726332
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-")
LAB
NO.
TYPE
CURING
DATE
TESTED
AGE
DAYS
TOTAL
LOAD
AREA
COMPRESSIVE
STRENGTH, PSI
437
LAB
06/30/98
7
77,141
28.27
2
438
LAB
07/21/98
28
94,216
28.27
3,330
439
LAB
07/21/98
28
102,641
28.27
3,630
440
LAB
HOLD
H
28.27
Specifications
28
3,000
COM PUDATA- CG010B3 -34
REMARKS
Minders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
,finders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
la Z or ' a r ' e o s:lons test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
R y
S NG, 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.
JUNE 23, 1998
97060 -229
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: STATION 6 +00 OF BACK PARKING LOT
DATE PLACED
06/23/98
11ME
06; 30
SLUMP (ASTM C -143)
5
AIR CONTENT (ASTM C -231 ❑ OR C
-173 ❑) 3
AIR TEMPERATURE
90
CONCRETE TEMPERATURE
8 8
DATE RECEIVED
06/24/98
FIELD DATA SUBMITTED BY
D . R.
MIX DATA SUBMITTED BY
PIONEER
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C- 617� 6R C -1231 ❑
PLANT
29
DELIVER TICKET NO
726320
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
433
LAB
06/30/98
7
82,336
28.27
2,910
434
LAB
07/21/98
28
94,209
28.27
3,330
435
LAB
07/21/98
28
96,700
28.27
3,420
436
LAB
HOLD
H
28.27
Specifications
28
3,000
COMPU DATA- CGO1083 -34
REMARKS
tinders made by ALPHA
representative.
❑ Cylinders made by Architects
or Contractors representative.
inders picked up by ALPHA
la story.
❑ Cylinders delivered to ALPHA
laboratory.
Compressions test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
❑■
e
PAT STETTNER
ALPHA TESTING, INC.
I F 2209 Wisconsin St.
IX/1Suite 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 -228
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: STATION 5 +00 OF BACK PARKING LOT
DATE PLACED
06/23/98
TIME
05:15
SLUMP (ASTM C -143)
6*
AIR CONTENT (ASTM C -231 ❑ OR C
-173 ❑) 4
AIR TEMPERATURE
90
CONCRETE TEMPERATURE
8 7
DATE RECEIVED
06/24/98
FIELD DATA SUBMITTED BY
D. R
MIX DATA SUBMITTED BY
PIONEER
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -6174 C -1231 ❑
PLANT 2
29
DELIVER TICKET NO 7
726312
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
429 LAB 06/30/98 7 76,198 28.27 2,700
430 LAB 07/21/98 28 93,341 28.27 3,300
431 LAB 07/21/98 28 88,505 28.27 3,130
i
432 LAB HOLD H 28.27
Specifications 28 3,000
* CONTRACTOR INFORMED OF HIGH SLUMP
COM P U DATA -CG 01083 -34
REMARKS
;?C'y made by ALPHA
representative.
❑ Cylinders made by Architect's
f or Contractors representative.
-f Cylinders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
C� laborato .
ions test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
qAT ully itted
INC.
STETTNER
* CONTRACTOR INFORMED OF HIGH SLUMP
COM P U DATA -CG 01083 -34
REMARKS
;?C'y made by ALPHA
representative.
❑ Cylinders made by Architect's
f or Contractors representative.
-f Cylinders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
C� laborato .
ions test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
qAT ully itted
INC.
STETTNER