Stoneleigh P1-LR 980506ALPHA 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.
MAY 6, 1998
97060 -159
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: 20' NORTH- & 20' WEST OF NE CORNER OF
PLANT
GARAGE F
DATE PLACED
05/06/98
TIME
1 8:00
SLUMP (ASTM C -143)
5
WATER
N/A
AIR CONTENT (ASTM C -231 ❑ OR C -173
^`�
�S
AIR TEMPERATURE
90
CONCRETE TEMPERATURE
78
DATE RECEIVED
05/07/98
FIELD DATA SUBMITTED BY
ARLY
MIX DATA SUBMITTED BY
REDI —MIX
PLANT
10
DELIVER TICKET NO
369816
MIX PROPORTIONS (SSD)
N/A
CEMENT
N/A
WATER
N/A
FINE AGGREGATE
N/A
COARSE AGGREGATE
N/A
ADMIXTURE
N/A
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 �C -1231 ❑
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
229
LAB
05/13/98
7
66
28.27
2,340
230
LAB
06/03/98
28
,105,679
28.27
3,740
231
LAB
06/03/98
28
103,478
28.27
3,660
232
LAB
HOLD
H
28.27
Specifications
2$
3,000
COMPU DATA- CGO1083 -34
REMARKS
minders made by ALPHA
representative.
D Cylinders made by Architect's
or Contractor's representative.
L Cylinders picked up by ALPHA
a oratory.
Cytinders delivered to ALPHA
laboratory.
'Compressions test results comply with
applicable specifications.
Compression test results do not comply
with applicable specifications.
LJ
e tfully S
PH� &- -
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
MAY 6, 1998
97060 --157
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: 20' SOUTH
& W EAST OF SW CORNER OF
PLANT
GARAGE F
DATE PLACED
05/06/98
TIME
N/A
SLUMP (ASTM C -143)
N/A
AIR CONTENT (ASTM C -231 ❑ OR C -173
A5
AIR TEMPERATURE
91
CONCRETE TEMPERATURE
80
DATE RECEIVED
05/07/98
FIELD DATA SUBMITTED BY
ARLY
MIX DATA SUBMITTED BY
REDI--MIX
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 0R C -1231 ❑
& W EAST OF SW CORNER OF
PLANT
10
DELIVER TICKET NO
369797
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
221
LAB
05/13/98
7
65,231
28.27
2,310
222
LAB
06/03/98
28
93,159
28.27
3,300
223
LAB
06/03/98
28
92,907
28.27
3,290
224
LAB
HOLD
H
28.27
Specifications
28
3,000
REMARKS
ylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
Cylinders picked up by ALPHA
laboratory.
❑ Cyylinders delivered to ALPHA
laborato V.
ompressions test results comply with
applicable specifications.
Compression test results do not comply
with applicable specifications.
❑
ectfull
ALPHA T GG, I
PAT STETTNER
COM PUDATA- CGO1083 -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
MAY 6, 1998
97060-158
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: 45' EAST
& 20' NORTH OF SE CORNER OF
PLANT
GARAGE F
DATE PLACED
05/06/98
TIME
1 6:1 5
SLUMP (ASTM C -143)
N/A
AIR CONTENT (ASTM C -231 ❑ OR C -173
6
AIR TEMPERATURE
91
CONCRETE TEMPERATURE
80
DATE RECEIVED
05/07/98
FIELD DATA SUBMITTED BY
ARLY
MIX DATA SUBMITTED BY
REDI —MIX
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 J<i'OR C-123117
& 20' NORTH OF SE CORNER OF
PLANT
20
DELIVER TICKET NO
369808
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
225
LAB
05/13/98
7 54,954
28.27
1,940
226
LAB
06/03/98
28 97,371
28.27
3,440
227
LAB
06/03/98
28 I 91,117
28.27
3,220
228
LAB
HOLD
H
28.27
I
i
Specifications
28
3,000
REMARKS
Cylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
ylinders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
laboratory.
r ompressions test results comply with
applicable specifications.
CI Compression test results do not comply
with applicable specifications.
r .,
Re Ntfffu�itftt -
P
PAT STETTNER
COMPU DATA- CGO1083 -34