Northlake 635(5)-LR000615CONCRETE COMPREoSIVE STRENGTH TESs'
Date of Service:
Client No.:
Client:
05/17/2000
85229000
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Report No.: 0013072
Project No.: 9499145
Project: Coppell ~
1221 S. l
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requin
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: P- 110
PROJECT DATA
MIX I.D.: 9349
PLACEMENT DATE: 05! ! 7/2000
TIME SAMPLED: 5:00am BY: S
WEATHER CONDITIONS: Cloudy,,
TEMPERATURE (F) - AIR 72 F c,
TRUCK NO: 1824 TICKE
AIR CONTENT (%): N/A UNI
PLACEMENT LOCATION:
Panels- 78, 76, 77, 112, 111, 72, 60-70, 53-59,
Sample taken from truck.
REPORT OF TESTS
AC
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
1 I 5.50 05/24/2000 7 86850
I 2 5.50 05/24/2000 7 89900
Average
1 3 5.50 06/14/2000 28 135960
I 4 5.50 06/14/2000 28 137950
Average
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ
0ILL Page 1 of 3
a division of'lfefrac~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/15/2000
ommerce Center
~eltline (Bldg. A)
Texas
field test and cast
BATCH TIME: 4:15am
:eve Campbell
¥indy
)NCRETE: 78 F
r NO: 567704
r WEIGHT (pcf): N/A
107, 108
2UMULATIVE YARDS: 10
2OMPRESSIVE
STRENGTH
(psi)
3070
3180
3130
4810
4880
4850
FRACTURE
TYPE
approval of HBC Engineering, Inc.
CONCRETE COMPR oSIVE STRENGTH TES"
Date of Service:
Client No.:
Client:
Services:
05/17/2000 Report No.:
85229000 Project No.:
Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive,//450
Dallas TX 75251
0013072
9499145,
Coppell
1221S.
Coppell
Obtain samples of fresh concrete at the placement locations, perform requin
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: P-19
PROJECT DATA
M~X I.i).: 9349
PLACEMENT DATE: 05/17/2000
TIME SAMPLED: 6:45am BY: S
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 108
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
Cloudy,'
72 F o
TICKE
UN!
Sampled form truck.
REPORT OF TESTS
AC
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
2 1 7.50 05/24/2000 7 87670
2 2 7.50 05/24/2000 7 86560
Average
2 3 7.50 06/14/2000 28 113740
2 4 7.50 06/14/2000 28 116180
Average
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ
0ILL Page 2 of 3
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/15/2000
ommerce Center
eltline (Bldg. A)
Texas
:d field test and cast
BATCH TIME: 5:25am
ieve Campbell
vindy
)NCRETE: 85 F
rNO: 567714
r WEIGHT (pcf): N/A
~UMULATIVE YARDS: 10
:OMPRESSIVE
STRENGTH
(psi)
3100
3060
3080
4020
4110
4070
FRACTURE
TYPE
~en approval of HBC Engineering, Inc.
CONCRETE COMPRE" " SIVE STRENGTH TES_
Date of Service: 05/17/2000
Client No.: 85229000
Client:
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Report No.: 0013072
Project No.: 9499145~
Project: Coppell
1221 S. ]
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requir{
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: P-23
PROJECT DATA
MIX LO.: 9349
PLACEMENT DATE: 05/17/2000
TIME SAMPLED: 7:20am BY: SI
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO:
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
Cloudy,
72 V C{
TICKE
UNI
Sampled from truck.
REPORT OF TESTS
AC,
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
3 1 6.00
3 2 6.00
3 3 6.00
3 4 6.00
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
05/24/2000 7 111930
05/24/2000 7 108870
Average
06/14/2000 28 133300
06/14/2000 28 131450
Average
Technician: Steve Campbell
Report Distribution:
(1) Trauswestem Property Company
(1) O'Brion & Associates
(1) Technistructures, Inc.
(1) Butler Construction
Started: 3:00am Finished: 10:00am ~
(1) City of Coppell
(1) City of Coppell
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wr
a division of'lrew'~m~
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Report Date
06/15/2000
ommerce Center
eltline (Bldg. A)
texas
I field test and cast
BATCH TIME: 6:40am
:ve Campbell
vindy
}NCRETE: 83 }~
rNO: 567718
WEIGHT (pc0: N/A
UMULATIVE YARDS: 10
~OMPRESSIVE
STRENGTH
(psi)
3960
3850
3910
4710
465O
4680
FRACTURE
TYPE
~ugene Harbour
Vice President
~en approval of HBC Engineering, Inc.
0ILL Page 3 of 3