ST9302-LR 991027A
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
TESTED FOR: CITY OF COPPELL
COPPELL, TEXAS
DATE OF ISSUE: 10/27/99
PROJECT: SANDY LAKE ROAD PROJECT NO. ST 93 -02 OUR REPORT NO.: 98881 -105
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: SANDY LAKE ROAD, STATION 29 }50
DATE PLACED
10/27/99
TIME
9.
SLUMP (ASTM C -143)
2.5
AIR CONTENT (ASTM C -231 ❑
OR C -173 04.5
AIR TEMPERATURE
74
CONCRETE TEMPERATURE
77
DATE RECEIVED
10/28/99
FIELD DATA SUBMITTED BY
S. C.
MIX DATA SUBMITTED BY
TXI
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 ❑ OR C -1231
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12 ")
(ASTM C39)
PLANT
N/A
DELIVER TICKET NO.
18794
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
114
LAB
11/03/99
7
68,544
28.27
2,420
115
LAB
11124/99
28
93,730
28.27
3,320
116
LAB
11/24/99
28
95,661
28.27
3,380
117
LAB
HOLD
H
28.27
Specifications 28
0 -11
Cylinders made by ALPHA
representative.
❑ Cylinders made by Architect's
or Contractor's representative.
Cylinders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
laboratory.
lg Compression test results comply with
applicable specifications.
❑ Compression test results do not comply
vAh applicable specifications.
0
Roe ` / /,tfu�lly Su
PHA TESTING, IN
REMARKS: CONCRETE POURED BY MACHINE AND BY MIXING TRUCK
REPORT OF CONCRETE
COMPRESSION TEST
Geotechnical Engineering 1 Conslruchon Materials Testing ■ Environmental Engineering ■ Consulting
ALPHA TESTING, INC.
2209 Wisconsin 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: 10/27/99
COPPELL, TEXAS
PROJECT: SANDY LAKE ROAD PROJECT NO. ST 93 -02 OUR REPORT NO.: 98881 -105
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: SANDY LAKE ROAD, STATION 29 +50
DATE PLACED
10/27199
PLANT
N/A
TIME
:50
DELIVER TICKET NO.
18794
SLUMP (ASTM C -143)
2.5
MIX PROPORTIONS (SSD)
68,544
AIR CONTENT (ASTM C-231 E3 OR C -173
4.5
CEMENT
N/A
AIR TEMPERATURE
74
WATER
NIA
CONCRETE TEMPERATURE
77
FINE AGGREGATE
N/A
DATE RECEIVED
10128/99
COARSE AGGREGATE
NIA
FIELD DATA SUBMITTED BY
S.C.
ADMIXTURE
N/A
MIX DATA SUBMITTED BY
TXI
specifications 28
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C417 OR 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
114
LAB
11/03/99
7
68,544
28.27
2,420
115
LAB
11/24/99
28
28.27
116
LAB
11/24/99
28
28.27
117
LAB
HOLD
H
28.27
specifications 28
3,000
REMARKS: CONCRETE POURED BY MACHINE AND BY MIXING TRUCK
"inders made by ALPHA
representative.
❑ Cylinders made by Archttecrs
or Contracts" s representative.
CyBrders Picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
laboratory.
❑ Compression test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
Relprfully Submitted
A P TING, INC.
Geotechnical Engineering ■ Cormh cfion Materials Tesfing ■ Environmental Englneering ■ Consulffng