Stoneleigh P1-LR 980618ALPHA TESTING, INC.
2209 Wisconsin St.
I � Axll 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 18, 1998
97060 -216
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: STATION 1 +25 ON FAIRWAY DRIVE
DATE PLACED
06/18/98
TIME
07:50
SLUMP (ASTM C -143)
N/A
AIR CONTENT (ASTM C -231 ❑ OR C -173
N/A
AIR TEMPERATURE
84
CONCRETE TEMPERATURE
85
DATE RECEIVED
06/19/98
FIELD DATA SUBMITTED BY
F. M.
MIX DATA SUBMITTED BY
LATTIMORE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 OR C-1231 ❑
PLANT
7
DELIVER TICKET NO
7052959
MIX PROPORTIONS (SSD)
N/A
CEMENT
N/A
WATER
N/A
FINE AGGREGATE
NIA
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
389
LAB
06/25/98
7
84,227
28.27
2,980
390
LAB
07/16/98
28
125,984
28.27
4,460
391
LAB
07/16/98
28
126,449
28.27
4,470
i
392
LABS
HOLD
H
28.27
Specifications
28
3,000
COMPU DATA- CGO1083 -34
REMARKS
ylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
tinders picked up by ALPHA
I ratory.
❑ Cylinders delivered to ALPHA
laboratory.
Compressions test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
❑■
Re e u rNE
AT ST
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 18, 1998
97060 -217
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: STATION 5 +40 ON FAIRWAY DRIVE
DATE PLACED
06/18/98
TIME
1
SLUMP (ASTM C -143)
N /A
AIR CONTENT (ASTM C -231 ❑ OR C -173
�;r
AIR TEMPERATURE
88
CONCRETE TEMPERATURE
8 6
DATE RECEIVED
06/19/98
FIELD DATA SUBMITTED BY
F.
MIX DATA SUBMITTED BY
LATTIMORE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 R C -1231 ❑
PLANT
7
DELIVER TICKET NO
7052990
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
393
LAB
06/25/98
7
83,316
28.27
2,950
394
LAB
07/16/98
28
137,432
28.27
4,860
395
LAB
07/16/98
28
140,244
28.27
4,960
396
LAB
HOLD
H
28.27
Specifications
28
3,000
COM PU DATA -CGO 1083.34
REMARKS
El ylinders made by ALPHA
representative.
❑ Cylinders made by Architects
or Contractor's representative.
ylinders picked up by ALPHA
I
❑ Cylinders delivered to ALPHA
laboratory.
2 test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
M
Ily itted
PHA E I IN
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 18, 1998
97060 -218
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: 150' SOUTH & 25' WEST OF SE CORNER
OF BUILDING 23
DATE PLACED
06/18/98
TIME
04:10
SLUMP (ASTM C -143)
NIA
AIR CONTENT (ASTM C -231 ❑ OR C -173
91 5
AIR TEMPERATURE
90
CONCRETE TEMPERATURE
85
DATE RECEIVED
06/19/98
FIELD DATA SUBMITTED BY
D. R.
MIX DATA SUBMITTED BY
REDI — MIX
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617, { C -1 231 ❑
PLANT
I
DELIVER TICKET NO
16 817
MIX PROPORTIONS (SSD)
NIA
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
421
LAB
06/25/98
7
82,088
28.27
2,900
422
LAB
07/16/98
28
100,502
28.27
3,560
423
LAB
07/16/98
28
97,774
28.27
3,460
424
LAB
HOLD
H
28.27
Specifications
28
3,000
C O M P U D ATA -C G 01083 - 34
REMARKS
ylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
ytinders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
labor.
atory
L- 1 mpressions test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
!J
q
A%LUGTC.
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 18, 1998
97060 -219
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: 200' SOUTH & 25' EAST OF SW CORNER
OF BUILDING 22
DATE PLACED
06/18/98
TIME
07:15
SLUMP (ASTM C -143)
N/A
AIR CONTENT (ASTM C -231 ❑ OR C -173
4
AIR TEMPERATURE
90
CONCRETE TEMPERATURE
85
DATE RECEIVED
06/19/98
FIELD DATA SUBMITTED BY
D. R.
MIX DATA SUBMITTED BY
REDI — MIX
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM 1-617 L. R C -1231 ❑
PLANT
1
DELIVER TICKET NO
16853
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
425
LAB
06/25/98
7
79,302
28.27
2,800
426
LAB
07/16/98
28
98,053
28.27
3,470
427
LAB
07/16/98
28
103,38
28.27
3,660
428
LAB
HOLD
H
28.27
Specifications
28
3,000
C O M P U D ATA -C G 01083 -34
REMARKS
ylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
nders picked up by ALPHA
la ratory.
❑ Cylinders delivered to ALPHA
laboratory.
ompressions test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
C
R e ul =S.-
PAT STETTNER