Stoneleigh P1-LR 980507ALPHA 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
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: 45' EAST
MAY 7, 1998
97060 -154
& 40' SOUTH OF SW CORNER OF
PLANT
BUILDING 7
DATE PLACED
05/07/98
TIME
0 7 : 3 0
SLUMP (ASTM C -143)
N/A
AIR CONTENT (ASTM C -231 ❑ OR C -173
4
AIR TEMPERATURE
70
CONCRETE TEMPERATURE
73
DATE RECEIVED
05/08/98
FIELD DATA SUBMITTED BY
ARLY
MIX DATA SUBMITTED BY
REDI —MIX
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 R C -1231
MAY 7, 1998
97060 -154
& 40' SOUTH OF SW CORNER OF
PLANT
1
DELIVER TICKET NO
380903
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
233
LABS
05/14/98
7
78,303
28.27
2,770
234
LAB
Q6/04/98
28
115,413
28.27
4,080
235
LAB
06/04/98
28
113,4121
28.27
4,010
236
LAB!'
HOLD
H
28.27
Specifications
2 8
i
3,000
QOMPUhATA- CO010A.9 -R4
REMARKS
tinders made by ALPHA
representative.
Cylinders made by Architect's
or Contractor's representative.
ytinders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
laboratory.
C ompressions test results comply with
applicable specifications.
[ 1 Compression test results do not comply
with applicable specifications.
I_
4 tfully ededT 6 , C.
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 7, 1998
97060 -155
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: 20' VEST & 40' SOUTH OF SE CORNER OF
PLANT
BUILDING 7
DATE PLACED
05/07/98
TIME
10:20
SLUMP (ASTM C -143)
N/A
AIR CONTENT (ASTM C -231 ❑ OR C -173
4
AIR TEMPERATURE
75
CONCRETE TEMPERATURE
75
DATE RECEIVED
05 /08/98
FIELD DATA SUBMITTED BY
ARLY
MIX DATA SUBMITTED BY
REDI —MIX /
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C- 617,✓ OR C -1231 ❑
PLANT
10
DELIVER TICKET NO
369840
MIX PROPORTIONS (SSD)
N/A
CEMENT
N/A
WATER
N/
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 AGE
TESTED DAYS
TOTAL
LOAD
AREA
COMPRESSIVE
STRENGTH, PSI
237
LAB
05/14/98
7
80,109
28.27
2,830
238
LAB
I 06/04/98
28
106,175
28.27
3,760
239
LAB
06/04/98
28
113,739
I 28.27
4,020
240
LAB
HOLD
H
28.27
Specifications
- - -- -
-- - - - --
2 8 I
- —�
- -— -
3,000
nompi mATA -C(;01 nR3 -34
REMARKS
_;; (;ylinders made by ALPHA
representative.
Cylinders made by Architect's
or Contractor's representative.
r❑ yAKders picked up by ALPHA
`l aboratory.
❑ Cylinders delivered to ALPHA
laboratory.
l Compressions test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
i
especffu
G, 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.:
MAY 7, 1998
97060- -156
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: 30' EAST
& 2Q' NORTH OF SE CORNER OF
PLANT
GARAGE G
DATE PLACED
05/07/98
TIME
13:30
SLUMP (ASTM C -143)
N/A
AIR CONTENT (ASTM C -231 ❑ OR C -173
5
AIR TEMPERATURE
90
CONCRETE TEMPERATURE
85
DATE RECEIVED
0
FIELD DATA SUBMITTED BY
ARLY
MIX DATA SUBMITTED BY REDI —MIX j
SPECIMENS CAPPED IN ACCORDANCE
WITH ASTM C -617 116R C -1231 ❑
& 2Q' NORTH OF SE CORNER OF
PLANT
4
DELIVER TICKET NO
345500
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 SAGE
TESTED DAYS
TOTAL AREA
T LOAD
COMPRESSIVE
STRENGTH, PSI
241
LAB
05/14/98
7
63,468
28.27
2,250
242
LAB
06/04/98
28
97,939
28.27
3,460
243
LAB
06/04/98
28
94,163
i
28.27
3,330
244
LAB
HOLD
H
28.27
I
Specifications
28
3,000
COMPU DATA- CGO1083 -34
REMARKS
Cylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
,Ag�coders picked up by ALPHA
laboratory.
Cytinders delivered to ALPHA
laboratory.
ompressions test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
Q , f
spectfu ed
I G, INC.
PAT STETTNER