Northlake 635(5)-LR000728CON'CRETE COMPRESSIVE STRENGTH TES
Date of Service: 07/20/2000 Report No.: 0018879
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. i
Coppell,
Obtain samples of fresh concrete at the placement locations, perform requir~
compressive strength samples.
CONT1L4, CTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTII: 4000 psi @ 28 Days
SLUMP: 4-6"
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 90' E of SE corner of Bldg. A
PROJECT DATA
MIX I.D.: 935 1
PLACEMENT DATE: 07/20/2000
TIME SAMPLED: 4:50am BY: E
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 32
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Paving E of building A
Partly ck
81 v o
TICKE
UNI
REPORT OF TESTS
AC
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
I I 6.75 07/27/2000 7 77480
I 2 6.75 07/27/2000 7 76890
Average
1 3 6.75 08/17/2000 28
1 4 6.72 08/17/2000 28
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri~
Ill LL Page I of 4
ENGINEERING, INC.
a dit,isio, of'lf~ftacon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/28/2OOO
ommerce Center
feltline (Bldg. A)
Texas
:d field test and cast
BATCH TIME: 4:00am
:lc Garcia
,udy
)NCRETE: 89 F
NO: 650333
'WEIGHT (pet): N/A
EUMULATIVE YARDS: 70
~OMPI~SSIVE
STRENGTH
(psi)
2740
2720
2730
F~CTURE
TYPE
ten approval of HBC Engineering, Inc.
CONCRETE COMPRF -SIVE STRENGTH TES
Date of Service: 07/20/2000 Report No.: 0018879
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. l
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: 22
SPECIFICATION IU~QUIREMENTS
STRENGTH: 4000 psi @ 28 Days
4-6"
N/A
ASTM Co143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
PROJECT DATA
MIX LD.: 9351
PLACEMENT DATE:
TIME SAMPLED: .6;48am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 17
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page 1
07/20/2000
BY: E
Partly cl(
83 v o
TICKE
UNI
REPORT OF TESTS
AC
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
2 1 5.00 07/27/2000 7 76830
2 2 5.00 07/27/2000 7 78300
Average
2 3 5.00 08/17/2000 28
2 4 5.00 08/17/2000 28
Sample location: 90' E, 45' N of SE corner of bldg. A
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri~
01LI. Page 2 of 4
ENGINEERING, INC.
a division of ]~!ff-d~lzorl
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/28/2000
~mmerce Center
leltline (Bldg. A)
Texas
field test and cast
BATCIt TIME: 5:50am
sic Garcia
~udy
)NCRETE: 90 F
rNO: 652228
T WEIGItT (pcl): N/A
:UMULATIVE YARDS: 170
OMPRESSIVE
STRENGTH
(psi)
2720
2770
2750
FRACTURE
TYPE
ten approval of HBC Engineering, Inc.
CO CRETE COMPRE " SIVE STRENGTH TES?
Date of Service: 07/20/2000 Report No.: 0018879
Client No.: 85229000 Project No.: 9499145
Client:
Services:
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Project: Coppell
1221 S.
Coppell,
Obtain samples of fresh concrete at the placement locations, perform requir,
compressive strength samples.
STRENGTII:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
4-6"
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
MIX I.D.: 9351
PLACEMENT DATE: 07/20/2000
TIME SAMPLED: 8:16am BY: ]x
WEATHER CONDITIONS: Partly cl,
TEMPERATURE(F)- AIR 85 F C.
TRUCK NO: 22 TICKE
AIR CONTENT (%): N/A UN]
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
A£
CYLINDER MEASURED MAXIMUM
MA RKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
3 I 6.00 07/27/2000 7 87370
3 2 6.00 07/27/2000 7 87910
Average
3 3 6.00 08/17/2000 28
3 4 6.00 08/17/2000 28
Sample location: 60' E, 90' N of SE corner of building A
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri
OILL Page 3 of 4
a divaion of l[erracnn
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/28/2000
~.ommerce Center
eltline (Bldg. A)
Texas
'~d field test and cast
BATCH TIME: 7:40am
· ic Garcia
)udy
)NCRETE: 90 F
NO: 510362
WEIGHT (pcf): N/A
:UMULATIVE YARDS: 280
:OMPRESSIVE
STRENGTH
(psi)
3090
3110
3100
FRACTURE
TYPE
:ten approval of HBC Engineering, Inc.
CONCRETE COMPRF -$IVE STRENGTH TES
Date of Service:
Client No.:
Client:
07/20/2000
85229000
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Report No.: 0018879
Project No.: 9499145~
Project: Coppell
1221 S.
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform require
compressive strength samples.
CONTRACTOR:
CONCRETE SUPPLIER:
PROJECT DATA
Butler Construction MIX I.D.: 9351
Pioneer PLACEMENT DATE: 07/20/2000
ENGINEERING, 1NC.
a division ofl[art~ctan
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/28/2000
',ommerce Center
;eltline (Bldg. A)
Fexas
d field test and cast
BATCH TIME: 8:10am
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
SLUMP: 4-6"
AIR: N/A
'rEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
TIME SAMPLED: 9:30am
WEATHER CONDITIONS:
TEMPERATURE (F) o AIR
TRUCK NO: 1045
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
4 1 5.00 07/27/2000
4 2 5.00 07/27/2000
4 3 5.00 08/17/2000
4 4 5.00 08/17/2000
Sample location: 150' N, 25' E of SE corner
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 84100
7 84810
Average
28
28
of Building A
Technician: Eric Garcia
Report Distribution:
( 1 ) Transwestern Property Company
(1) O'Brien & Associates
(1) Technistructures, Inc.
( 1 ) Butler Construction
BY: E]
Partly clc
83 v c¢
TICKE'
UNr
AC~
Started: 3:00am Finished: 10:30am ~
(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 writl
ic Garcia
udy
~NCRETE: 90 F
NO: 652249
WEIGHT (pcf): N/A
~UMULATIVE YARDS: 360
~OMPRESSIVE
STRENGTH
(psi)
2970
3000
2990
Engine~~,g.~
ugene Harbour
Vice President
approval of HBC Engineering, Inc.
FRACTURE
TYPE
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