Northlake 635(5)-LR000711CONCRETE COMPRE ,$1VE STRENGTH TES.
Date of Service: 06/30/2000
Client No.: 85229000
Report No.: 0017145
Project No.: 9499145(
Client:
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Project: Coppell (
1221 S. E
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: 22
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
5"
3-6%
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below for location
PROJECT DATA
MIX ID.: 9351
PLACEMENT DATE: 06/30/2000
TIME SAMPLED: 4:25am BY: El
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 33
AIR CONTENT (%): 3.8
PLACEMENT LOCATION:
Paving
Cloudy
76 F
TICKE~
UNI'
REPORT OF TESTS
AO
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
I I 5.00 07/07/2000 7 88640
1 2 5.00 07/07/2000 7 90550
Average
1 3 5.00 07/28/2000 28
1 4 5.00 07/28/2000 28
Sample Location: 10 yards E of island at SW corner of Building A,
5 feet S of N curb in parking lot, S side, 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!
01SDS Page 1 of 3
a division of
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/11/2000
~mmerce'Center
eltline (Bldg. A)
Fexas
d field test and cast
BATCH TIME: 3:52am
vin Farris
,NCRETE: 86 F
NO: 616029
WEIGHT (pcf): N/A
2UMULATIVE YARDS: 30
~'OMPRESSIVE
STRENGTH
(psi)
3130
3200
3170
FRACTURE
TYPE
en approval of HBC Engineering, Inc.
CONCRETE COMPResSIVE STRENGTH TES
Date of Service:
Client No.:
Client:
Services:
06/30/2000
85229000
Report No.: 0017145
Project No.: 9499145(
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Project: Coppell £
1221 S. E
Coppell,
Obtain samples of fresh concrete at the placement locations, perform require
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTm 4000 psi @ 28 Days
5"
3-6%
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below for location
PROJECT DATA
MIX I.D.: 9351
PLACEMENT DATE: 06/30/2000
TIME SAMPLED: 5:55am BY: E~
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 739
AIR CONTENT (%): 3.6
PLACEMENT LOCATION:
See page 1
Cloudy
76 E cc
TICKEq
UNF
REPORT OF TESTS
AC4
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
2 1 5.00 07/07/2000 7 107380
2 2 5.00 07/07/2000 7 100300
Average
2 3 5.00 07/28/2000 28
2 4 5.00 07/28/2000 28
Sample Location: 5 feet E of island around water main,
curb on parking lot, S of Building A.
5 feet N of
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wril
01SDS Page 2 of 3
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/11/20O0
,mmerce Center
eltline (Bldg. A)
Fexas
field test and cast
BATCH TIME: 5:20AM
'in Farris
NCRETE: 86 F
NO: 616045
WEIGHT (pcf): N/A
UMULATIVE YARDS: 130
~OMPRESSIVE
STRENGTH
(psi)
3800
3550
3680
FRACTURE
TYPE
n approval of HBC Engineering, Inc.
CONCRETE COMPRE IVE STRENGTH TES?
Date of Service: 06/30/2000 Report No.: 0017145
Client No.: 85229000 Project No.: 9499145~
Client: Transwestern Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Services:
Coppel112
1221 S. B
Coppell,
Obtain samples of fresh concrete at the placement locations, perform require
compressive strength samples.
ENGINFtRI~, I~
a division of ~'-~tlll
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/11/2000
~ommerce Center
eltline (Bldg. A)
?exas
field test and cast
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
5"
3-6%
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below for location
PROJECT DATA
MIX I.D.: 9351
PLACEMENT DATE:
TIME SAMPLED: 8:30am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 1019
AIR CONTENT (%): 3.8
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
3 ! 7.00 07/07/2000 7 91690
3 2 7.00 07/07/2000 7 90870
Average
06/30/2000
BY: Er
Cloudy
88 F CC
TICKEI
UNE
3 3 7.00 07/28/2000 28
3 4 7.00 07/28/2000 28
AC(
BATCH TIME: 7:26am
in Farris
NCRETE: 89 F
'NO: 509599
WEIGHT (pcf): N/A
UMULATIVE YARDS: 230
:OMPRESSIVE
STRENGTH
(psi)
3240
3210
3230
FRAC~
~PE
Sample Location: Midway between island at SE corner of Building A ar
sewer drain just W of island, 8 feet S of N curb.
Technician: Ervin Farris
Report Distribution:
(1) Transwestern Property Company
(1) O'Brien & Associates
(1) Technislxuctures, lnc.
(1) Butler Construction
Started: 3:00am Finished: lh00am
(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
.d
Engin~
,ugene Harbour
Vice President
approval of HBC Engineering, Inc.
01SDS Page 3 of 3
CONCRETE COMPREo$IVE STRENGTH TES.
Date of Service: 06/09/2000 Report No.: 0015169
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.
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: N/A
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi @ 28 Days
SLUMP: 3-5"
AIR: 3-5%
TEST METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
MIX I.D.: N/A
PLACEMENT DATE: 06/09/2000
TIME SAMPLED: 4:45am BY: S
WEATHER CONDITIONS:
TEMPERATURE (F)- AIR
TRUCK NO: N/A
AIR CONTENT (%): 4.1
PLACEMENT LOCATION:
Paving N face of bldg. A & B
Cloudy,
74 F o
TICKE
UNI
REPORT OF TESTS
AC
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
I 1 5.50 06/16/2000 7 83230
1 2 5.50 06/16/2000 7 76410
Average
1 3 5.50 07/07/2000 28 106130
I 4 5.50 07/07/2000 28 110900
Average
Sample location: 20' N x 15' E of N-W corner of bldg.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wril
01LL Page 1 of 5
a division of
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/11/2000
ommerce Center
leltline (Bldg. A)
Texas
'~d field test and cast
BATCH TIME: 4:00am
~ane Spinks
'ain
)NCRETE: 69 F
NO: N/A
WEIGHT (pcf): N/A
UMULATIVE YARDS: 50
OMPRESSIVE
STRENGTH
(psi)
2940
2700
2820
3750
3920
3840
FRACTURE
TYPE
ten approval of HBC Engineering, Inc.
CONCRETE COMPRE oSIVE STRENGTH TES
Date of Service:
Client No.:
Client:
Services:
06/09/2000 Report No.:
85229000 Project No.:
Transwestern Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
0015169
9499145
Coppell
1221 S.
Coppell,
Obtain samples of fresh concrete at the placement locations, perform requirl
compressive strength samples.
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: N/A
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi @ 28 Days
SLUMP: 3-5"
AIR: 3-5%
TEST MET~IOO: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 30' N x 25' W of NW corner of bldg.
PROJECT DATA
MIX I.D.: N/A
PLACEMENT DATE: 06/09/2000
TIME SAMPLED: 6:20am BY: S
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: N/A
AIR CONTENT (%): 4.6
PLACEMENT LOCATION:
See page I
Cloudy,
75 v
TICKE
UN]
REPORT OF TESTS
AC
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
2 1 5.75 06/16/2000 7 121160
2 2 5.75 06/16/2000 7 110310
Average
2 3 5.75 07/07/2000 28 148120
2 4 5.75 07/07/2000 28 148700
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 5
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/11/2000
'.ommerce Center
ieltline (Bldg. A)
Texas
:d field test and cast
BATCH TIME: 5:30am
aane Spinks
'ain
)NCRETE: 70 F
NO: N/A
'WEIGHT (pcf): N/A
UUMULATIVE YARDS: 150
~OMPRESSIVE
STRENGTH
(psi)
4280
3900
4090
5240
5260
5250
FRACTURE
TYPE
ten approval of HBC Engineering, Inc.
CONCRETE COMPREoSIVE STRENGTH TES'i
Date of Service: 06/09/2000
Client No.: 85229000
Report No.: 0015169
Project No.: 94991451
Client:
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
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: N/A
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi @ 28 Days
3-5"
3-5%
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
PROJECT DATA
MIX I.D.: N/A
PLACEMENT DATE: 06/09/2000
TIME SAMPLED: 8:05am BY: Sl
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: N/A
AIR CONTENT (%): 3.8
PLACEMENT LOCATION:
Sec page 1
Cloudy,
78 F C~
TICKE'
UNI
REPORT OF TESTS
AC
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
3 1 6.25 06/16/2000 7 114050
3 2 6.25 06/16/2000 7 108830
Average
3 3 6.25 07/07/2000 28 133500
3 4 6.25 07/07/2000 28 132300
Average
Sample location: 30' N x 10' E of NE corner of Bldg B
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri
0ILL Page 3 of 5
a aivision of lrt, n-'~t:~an
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/11/2000
'.ommerce Center
;eltline (Bldg. A)
texas
d field test and cast
BATCH TIME: 7:00am
lane Spinks
aln
)NCRETE: 70 F
r NO: N/A
r WEIGHT (pcf): N/A
CUMULATIVE YARDS: 250
?~OMPRESSIVE
STRENGTH
(psi)
4030
3850
3940
4720
4680
4700
FRACTURE
TYPE
ten approval of HBC Engineering, Inc.
CONCRETE COMPRE?SIVE STRENGTH TES
Date of Service:
Client No.:
Client:
06/09/2000
85229000
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Report No.: 0015169
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: N/A
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi @ 28 Days
3-5"
3-5%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
MIX I.D.: N/A
PLACEMENT DATE: 06/09/2000
TIME SAMPLED: 10:00am BY: S
WEATHER CONDITIONS: Cloudy,
TEMPERATURE (F) - AIR 78 F C,
TRUCK NO: N/A TICKE
AIR CONTENT (%): 3.5 UNI
PLACEMENT LOCATION:
See page l
REPORT OF TESTS
AC
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
4 1 6.50 06/16/2000 7 90010
4 2 6.50 06/16/2000 7 94870
Average
4 3 6.50 07/07/2000 28 116600
4 4 6.50 07/07/2000 28 113360
Average
Sample location: 30' N x 7' W of NE corner of bldg.
This report is exclusively for the use of the client indidated above and shall not be reproduced except in full without the writ
0ILL Page 4 of 5
a aivision of'lran-~s:an
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/11/2000
',ommerce Center
5eltline (Bldg. A)
Texas
'~d field test and cast
BATCH TIME: 9:20am
aane Spinks
'ain
)NCRETE: 70 F NO: N/A
WEIGHT (pcf): N/A
EUMULATIVE YARDS: 380
2OMPRESSIVE
STRENGTH
(psi)
3180
3350
3270
4120
4010
4070
FRACTURE
TYPE
en approval of HBC Engineering, Inc.
CONCRETE COMPREo SIVE STRENGTH TES
Date of Service:
Client No.:
Client:
Services:
06/09/2000
85229000
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
Report No.: 0015169
Project No.: 9499145~
Project: Coppell (
1221 S.
Copper
Obtain samples of fresh concrete at the placement locations, perform require
compressive strength samples.
Butler Construction
Pioneer
N/A
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi @ 28 Days
3-5%
ASTM C-143
ASTM C-172
ASTM C-39
See below
SLUMP:
AIR:
TEST METHOD:
SAMPLE LOCATION:
PROJECT DATA
MIX I.D.: N/A
PLACEMENT DATE: 06/09/2000
TIME SAMPLED: ll:20am BY: SI
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: N/A
AIR CONTENT (%): 4.0
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
5 1 7.00 06/16/2000 7 81290
5 2 7.00 06/16/2000 7 87880
Average
5 3 7.00 07/07/2000 28 96070
5 4 7.00 07/07/2000 28 91020
Average
Cloudy,
79 F Ct
TICKE'
UNI
Sample location: 20' N x 20' W of NE corner of bldg. B
Started: 3:00am Finished: 12:00pm
(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
Technician: Shane Spinks
Report Distribution:
(1) Transwestern Property Company
(i) O'Brien & Associates
(1) Technislructures, inc.
(1) Butler Construction
AC~
a division of l~Ifl-~l~ti
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/11/2000
',ommerce Center
;eltline (Bldg. A)
rexas
d field test and cast
BATCH TIME: 10:45am
lane Spinks
aln
)NCRETE: 73 F
r NO: N/A
WEIGHT (pcf): N/A
UMULATIVE YARDS: N/A
:OMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
287O
3110
2990
3400
3220
3310
Engineerin .
~,ugene Harbour
Vice President
en approval of HBC Engineering, Inc.
0ILL Page 5 of 5