ST9302-LR 990222A
ALPHA TESTING, INC.
2209 IMsconsin St., Suite 100
Dallas Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR: CITY OF COPPELL DATE OF ISSUE: 02/22/99
COPPELL, TEXAS
PROJECT: SANDY LAKE ROAD PROJECT NO. ST 93 -02 OUR REPORT NO.: 98881 -16
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT MANHOLE TOP RISER AT STATION 96 +24.54 RIGHT
DATE PLACED
02/22/99
TIME
15:30
SLUMP (ASTM C -143)
2
AIR CONTENT (ASTM C-231 ❑ OR C -173 ❑)
N/A
AIR TEMPERATURE
55
CONCRETE TEMPERATURE
60
DATE RECEIVED
02123/99
FIELD DATA SUBMITTED BY
OMAR
MIX DATA SUBMITTED BY
N/A
�C4231 ❑
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C417
PLANT
N/A
DELIVER TICKET NO.
7066178
MIX PROPORTIONS (SSD)
AREA
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 C39)
LAS
NO.
TYPE
CURING
DATE
TESTED
AGE
DAYS
TOTAL
LOAD
AREA
COMPRESSIVE
STRENGTH, PSI
5
LAB
03/01/99
7
114,436
28.27
4,050
6
LAB
03/22/99
28
173,321
28.27
6,130
7
LAB
03122/99
28
171,926
28.27
6,080
8
LAB
HOLD
H
28.27
3 po 0
specmcations 28
4,000
REMARKS:
"inders made by ALPHA
representative.
❑ Cylinders made by Architects
or Contractors representative.
9 -C lin> picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
�� laboratory.
a Compressan test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
A
ulty Su
L ES , C.
A
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8917 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
TESTED FOR: CITY OF COPPELL
COPPELL, TEXAS
ST�j3c7Z
DATE OF ISSUE: 02/22/99
PROJECT: SANDY LAKE ROAD PROJECT NO. ST 93 -02 OUR REPORT NO.: 98881 -16
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT MANHOLE TOP RISER AT STATION 96 +24.54 RIGHT
DATE PLACED
02/22/99
TIME
15:30
SLUMP (ASTM C -143)
2
AIR CONTENT (ASTM C-231 ❑ OR C -173 ❑)
N/A
AIR TEMPERATURE
55
CONCRETE TEMPERATURE
60
DATE RECEIVED
02/23/99
FIELD DATA SUBMITTED BY
OMAR
MIX DATA SUBMITTED BY N/A
C417 P, C 13
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM
-1231
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6 X 12 - )
(ASTM C -39)
PLANT
N/A
DELIVER TICKET NO.
7066178
MIX PROPORTIONS (SSD)
AREA
CEMENT
N/A
WATER
N/A
FINE AGGREGATE
N/A
COARSE AGGREGATE
N/A
ADMIXTURE
N/A
LAB
NO.
TYPE
CURING
DATE
TESTED
AGE
DAYS
TOTAL
LOAD
AREA
COMPRESSIVE
STRENGTH, PSI
5
LAB
03/01/99
i 7
114,436
28.27
4,050
6
LAB
03/22/99
28
173,321
28.27
6,130
7
LAB
03/22/99
28
171,926
28.27
6,080
8
LAB
HOLD
H
28.27
specifications 28
4 ,000
REMARKS:
.1 �
REPORT OF CONCRETE
COMPRESSION TEST
"inders made by ALPHA
representative.
❑ Cylinders made by Archilecrs
or Contractor's representative.
U inders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
laboratory.
L3' Compression test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
0
pectfulty SubrrAled
LWES , C.
Geotechnical Engineaft ■ Construction Materials Tesfing 1 Environmental Engineering ■ Cor>SU�