Northlake 635(5)-LR000621CONCRETE COMPRE oSIVE STRENGTH TES-
Date of Service: 05/23/2000 Report No.: 0013613
Client No.: 85229000 Project No.: 9499145~
Client: Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive,//450
Dallas TX 75251
Services:
Coppell
1221 S. i
Coppell,
Obtain samples of fresh concrete at the placement locations, perform requir{
compressive strength samples.
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Panel 51
PROJECT DATA
MIX I.D.: 9349
PLACEMENT DATE: 05/23/2000
TIME SAMPLED: 4:30am BY: SI
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 75 F
TRUCK NO: 80 TICKE
AIR CONTENT (%): 1.8 UNI
PLACEMENT LOCATION:
Tilt wall panels
REPORT OF TESTS
AC
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
1 1 7.00 05/30/2000 7 76810
1 2 7.00 05/30/2000 7 78300
Average
I 3 7.00 06/20/2000 28 142930
1 4 7.00 06/20/2000 28 144450
Average
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the will
01LL Page I of 3
a division ofl~n-~c~n
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/21/2000
Immerce Center
leltline (Bldg. A)
Texas
I field test and cast
BATCH TIME: 3:53am
ane Spinks
}NCRETE: 83 V
rNO: 535154
WEIGHT (pcf): N/A
UMULATIVE YARDS: 50
~OMPRESSIVE
STRENGTH
(psi)
2720
2770
2750
5O5O
5110
5080
FRACTURE
TYPE
ten approval of HBC Engineering, Inc.
CONCRETE COMPR oSIVE STRENGTH TES
Date of Service: 05/23/2000 Report No.: 0013613
Client No.: 85229000 Project No.: 9499145
Client: Transwestern Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Services:
Coppell ~
1221 S. 1
Coppell,
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: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
3-5"
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
Panel 114
PROJECT DATA
MIX I.D.: 9349
PLACEMENT DAT~: 05/23/2000
TIME SAMPLED: 5:35am BY: S
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 80
AIR CONTENT (%): 1.8
PLACEMENT LOCATION:
See page 1
76 F
TICKE
UN!
REPORT OF TESTS
AC
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
2 1 6.50 05/30/2000 7 91380
2 2 6.50 05/30/2000 7 91020
Average
2 3 6.50 06/20/2000 28 116400
2 4 6.50 06/20/2000 28 113360
Average
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ
01LL Page 2 of 3
a division of 1Fertactm
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/21/2000
:ommerce Center
leltline (Bldg. A)
Texas
field test and cast
BATCH TIME: 4:33am
~ane Spinks
)NCRETE: 81 F
FNO: 535165
r WEIGHT (pcf): N/A
2UMULATIVE YARDS: 170
2OMPRESSIVE
STRENGTH
(psi)
3230
3220
3230
4120
4010
4070
FRACTURE
TYPE
approval of HBC Engineering, lac.
CONCRETE COMPRE IVE STRENGTH TES.
Date of Service: 05/23/2000
Client No.: 85229000
Report No.: 0013613
Project No.: 9499145¢
Client: Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Coppell (
1221 S. F
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requir{
compressive strength samples.
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
3-5"
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Panel 37
PROJECT DATA
MIX I.D.: 9349
PLACEMENT DATE: 05/23/2000
TIME SAMPLED: 8:40am BY: SI
WEATHER CONDITIONS:
TEMPERATURE (F)- Am
TRUCK NO: 739
AIR CONTENT (%): 2.2
PLACEMENT LOCATION:
See page 1
Clear, SUl
75 F c¢
TICKE~
UNr
REPORT OF TESTS
AC1
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
3 1 5.25
3 2 5.25
3 3 5.25
3 4 5.25
DATE
TESTED
05/30/2000
05/30/2000
06/20/2000
06/20/2000
MAXIMUM
AGE LOAD
(days) Obs. force)
7 111070
7 113360
Average
28 120300
28 119290
Average
Technician: Shane Spinks
Report Distribution:
(1) Transwestem Property Company
(1) O'Brien & Associates
(1) Technis~'uctures, Inc.
(1) Butler Construction
Started: 3:00am
(1) City of Coppeli
(1) City of Coppell
Finished: 10:00am
a division of l~:ft--~:a~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
}mmerce Center
eltline (Bldg. A)
Fexas
Report Date
06/2112000
d field test and cast
BATCH TIME: 7:30am
tane Spinks
my
,NCREX~: 81 F
NO: 535173
WEIGHT (pc0: N/A
~UMULATIVE YARDS: 250
:OMPRESSIVE
STRENGTH
(psi)
3930
4010
3970
4250
4220
4240
FRACTURE
TYPE
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri
;ugene Harbour
Vice President
en approval of HBC Engineering, Inc.
0ILL Page 3 of 3