Stoneleigh P1-LR 980501ALPHA 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 1, 1998
97060 -151
FIELD DATA
LOCATION OF CONCRETE PLACEMENT FIRELANE AND PARKING% 60' EAST & 40' SOUTH OF
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12 ")
(ASTM C-39)
LAB
NO.
SW CORNER OF
BUILDING 4
AGE
DAYS
DATE PLACED
05/01/98
PLANT
1
TIME
14:45
DELIVER TICKET NO
14133
SLUMP (ASTM C -143)
5
MIX PROPORTIONS (SSD)
N/A
AIR CONTENT (ASTM C -231 El OR C -173.
5
CEMENT
N/A
AIR TEMPERATURE
88
WATER
N/A
CONCRETE TEMPERATURE
90
FINE AGGREGATE
N/A
DATE RECEIVED
05/02/98
COARSE AGGREGATE
N/A
FIELD DATA SUBMITTED BY
KEN
ADMIXTURE
N/A
MIX DATA SUBMITTED BY
REDI--MIX
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 ❑ OR C -1231
❑
Specifications
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
197
LAB
05/08/98
7
73,874
28.27
2,610
198
LAB
05/29/98
28
105,834
28.27
3,740
199
LAB
05/29/98
28
100,812
28.27
3,570
200
LAB
HOLD
I
H
28.27
i
Specifications
28
3,000
COMPU DATA- CGO1083 -34
REMARKS
linders made by ALPHA
representative.
Cylinders made by Architect's
or Contractor's representative.
ylinders picked up by ALPHA
laboratory.
Cylinders delivered to ALPHA
la Co boratory.
C mpressions test results comply with
applicable specifications.
Compression test results do not comply
with applicable specifications.
s ectfully mitts
L A
PAT 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.
MAY 1, 1998
97060 -150
FIELD DATA
LOCATION OF CONCRETE PLACEMENT
DECELERATION LANE
DATE
TESTED
FIRE HYDRANT, 60'
DATE PLACED
05/01/98
TIME
11: 30
SLUMP (ASTM C -143)
7 74,110
AIR CONTENT (ASTM C -231 ❑ OR C -173
a6
AIR TEMPERATURE
84
CONCRETE TEMPERATURE
83
DATE RECEIVED
05/02/98
FIELD DATA SUBMITTED BY
KEN
MIX DATA SUBMITTED BY
REDI —MIX
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617� C -1231 ❑
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12 ")
(ASTM C -39)
ON RIVERCHASE, FROM
WEST & 5' NORTH
PLANT
DELIVER TICKET NO
MIX PROPORTIONS (SSD)
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
LAB
NO.
TYPE
CURING
DATE
TESTED
AGE TOTAL
DAYS LOAD
AREA
COMPRESSIVE
STRENGTH, PSI
193
LAB
05/08/98
7 74,110
28.27
2,620
194
LAB
05/29/98
28 120,156
28.27
4,250
195
LAB
05/29/98
28 109,647
28.27
3,880
196
LAB
HOLD
H
28.27
Specifications
28
3,000
COMPU DATA- CGO1083 -34
SE CORNER
1
14112
N/A
N/A
N/A
N/A
N/A
N/A
REMARKS
ylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
�ylinders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
laboratory.
compressions test results comply with
applicable specifications.
Compression test results do not comply
with applicable specifications.
IN
spectfully S mi ed
AL A ,I
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 1, 1998
97060 -152
FIELD DATA
LOCATION OF CONCRETE PLACEMENT FIRELANE AND PARKING: 25' WEST & 25' SOUTH OF
SE CORNER OF BUILDING 4
DATE PLACED
0
PLANT
10
TIME
15:4
DELIVER TICKET NO
100998
SLUMP (ASTM C -143)
4
MIX PROPORTIONS (SSD)
N/A
AIR CONTENT (ASTM C -231 ❑ OR C -173.
7 5
CEMENT
N/A
AIR TEMPERATURE
89
WATER
N/A
CONCRETE TEMPERATURE
92
FINE AGGREGATE
N/A
DATE RECEIVED
05/02/98
COARSE AGGREGATE
N/A
FIELD DATA SUBMITTED BY
KEN
ADMIXTURE
N/A
MIX DATA SUBMITTED BY
REDI- -MIX
28
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 � R C -1231 ❑
Specifications
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
201
LAB
05/08/98
7
75,422
28.27 2,620
202
LAB
05/29/98
28
98,952
28.27 3,500
203
LAB
05/29/98
28
101,277,
28.27 3,580
204
LAB
HOLD
H
I
28.27
28
3,000
Specifications
COM PUDATA- CGO1083 -34
REMARKS
�inders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
l y nders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
laboratory.
1 Compressions test results comply with
applicable specifications.
Compression test results do not comply
with applicable specifications.
,\ �spec=ed
C.
PAT STETTNER