Northlake 635(5)-LR000802CONCRETE COMPRF SIVE STRENGTH TE?
Date of Service:
Client No.:
Client:
Services:
07/25/2000 Report No.:
85229000 Project No.:
Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
0019289
9499145
Coppell
1221 S. ~
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 REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
3-5"
3-6%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
MIX I.D.: 9351
PLACEMENT DATE: 07/25/2000
TIME SAMPLED: 4:08am BY: ~
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 72 F c
TRUCK NO: 1097 TICK~
AIR CONTENT (%): 4.6 UN
PLACEMENT LOCATION:
Paving at W side of loading dock
Sample was obtained at point of discharge of [
REPORT OF TESTS
A£
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 5.75 08/01/2000
I 2 5.75 08/01/2000
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 80840
7 78890
Average
I 3 5.75 08/22/2000 28
I 4 5.75 08/22/2000 28
Sample location: 10' N, 240' E of SW 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:
0ILL Page 1 of 9
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
08/02/2000
Commerce Center
~eltline (Bldg. A)
Texas
~d field test and cast
BATCH TIME: 3:35am
Iario Villanueva
:)NCRETE: 76
T NO: 650643
~T WEIGHT (pcf): N/A
ump hose.
CUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH
(psi)
2860
2790
2830
FRACTURE
TYPE
ten approval of HBC Engineering, Inc.
.CONCRETE COMPRF SIVE STRENGTH TES
Date of Service:
Client No.:
Client:
Services:
07/25/2000 Report No.:
85229000 Project No.:
Transwestern Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
001928~
9499145
Coppell
1221 S.
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 REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
3-5"
3-6%
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
MIX I.D.: 9351
PLACEMENT DATE: 07/25/2000
TIME SAMPLED: 5:35am BY: 1~
WEATHER CONDITIONS: Partly el,
TEMPERATURE (F) - AIR 72 F C
TRUCK NO: 739 TICK~
AIR CONTENT (%): 5.0 UN
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
A£
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
2 1 5.50 08/01/2000 7 82710
2 2 5.50 08/01/21300 7 82490
Average
2 3 5.50 08/22/2000 28
2 4 5.50 08/22/2000 28
Sample location: 90' North, 230' E of SW 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~
01LL Page 2 of 9
ENGINEERI~, INC.
a division of'ffefrac~n
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
08/02/2000
~'ommerce Center
;eltline (Bldg. A)
Texas
~d field test and cast
BATCH TIME: 5:00am
lario Villanueva
)udy
3NCRETE: 74 F
TNO: 650655
iT WEIGHT (pcB: N/A
CUMULA~VEYARDS: 140
COMPRESSIVE
STRENGTH
(psi)
2920
2920
2920
FRACTURE
TYPE
ten approval of HBC Engineering, Inc.
CONCRETE COMPRE o$IVE STRENGTH TES
Date of Service:
Client No.:
Client:
Services:
07/25/2000 Report No.:
85229000 Project No.:
Transwestern Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 7525 !
SLUMP:
AIR:
TEST METHOD:
a division of'l~carl-~j~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
0019289 Report Date
08/02/2000
9499145~ '
!
Coppell ~2ommerce Center
1221 S. t~eltline (Bldg. A)
Coppell, [l'exas
Obtain samples of fresh concrete at the placement locations, perform requir{
compressive strength samples.
PROJECT DATA
MIX I.D.: 935 1
PLACEMENT DATE: 07/25/2000
TIME SAMPLED: 7:10am BY: 1~
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 1064
AIR CONTENT (%): 4.4
PLACEMENT LOCATION:
See page I
Partly c1¢
73 V O
TICKE
UNI
REPORT OF TESTS
AC
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
3-6%
ASTM C- 143
ASTM C-172
ASTM C-39
See below
SAMPLE LOCATION:
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
CYLINDER
MARKED
SET NO.
3 1 5.75 08/01/2000 7 86510
3 2 5.75 08/01/2000 7 87050
Average
3 3 5.75 08/22/2000 28
3 4 5.75 08/22/2000 28
Sample location: 60' North, 130' E of SW 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 writ
01LL Page 3 of 9
~,d field test and cast
BATCH TIME: 6:40am
iario Villanueva
,udy
)NCRETE: 75 F
r NO: 650667
r WEIGHT (pcf): N/A
2UMULATIVEYARDS: 260
~OMPRESSIVE
STRENGTH
(psi)
3060
3080
3070
FRACTURE
TYPE
:en approval of HBC Engineering, Inc.
CONCRETE COMPRE SIVE STRENGTH TES'
Date of Service: 07/25/2000 Report No.: 0019289
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. ]
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 REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
3-5"
3-6%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
MIX I.D.: 9351
PLACEMENT DATE: 07/25/2000
TIME SAMPLED: 8:10am BY: 1~
WEATHER CONDITIONS: Partly ch
TEMPERATURE (F) - AIR 72 F C,
TRUCK NO: 1097 TIC~
AIR CONTENT (%): 4.7 UN]
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
AC
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
4 1 5.50 08/01/2000 7 89510
4 2 5.50 08/01/2000 7 92000
Average
4 3 5.50 08/22/2000 28
4 4 5.50 08/22/2000 28
Sample location: 20' North, 40' E of SW 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
01LL Page 4 of 9
a division of
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Report Date
08/02/2000
2ommerce Center
lelttine (Bldg. A)
Texas
~d field test and cast
BATCH TIME: 7:20am
[ario Villanueva
>udy
~NCRETE: 77 F
r NO: 650676
T WEIGHT (prig: N/A
CUMULATIVE YARDS: 350
COMPRESSIVE
STRENGTH
(psi)
3170
3250
3210
FRACTURE
TYPE
en approval of HBC Engineering, Inc.
CONCRETE COMPRE' SIVE STRENGTH TES?
Date of Service:
Client No.:
Client:
Services:
07/25/2000 Report No.:
85229000 Project No.:
Transwestern Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
0019289
9499145
Coppell
1221 S.
CoppeH
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
3-5"
3-6%
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
MLX I.D.: 9351
PLACEMENT DATE:
TIME SAMPLED: 8:10am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 727
AIR CONTENT (%): 4.6
PLACEMENT LOCATION:
See page 1
07/25/2000
BY: ~
Partly ch
75 F O
TICKE
UN]
REPORT OF TESTS
AC
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
5 1 5.25 08/01/2000 7 89600
5 2 5.25 08/01/2000 7 85590
Average
5 3 5.25 08/22/2000 28
5 4 5.25 08/22/2000 28
Sample location: 180' North, 240' E of SW 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~
01LL Page 5 of 9
a aivision of 1Fenacan
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
08/02/2000
',ommerce Center
eltline (Bldg. A)
Texas
:d field test and cast
BATCH TIME: 7:45am
[ario Villanueva
~udy
)NCRETE: 80 F
rNO: 650685
T WEIGHT (pc0: N/A
CUMULATIVE YARDS: 430
COMPRESSIVE
STRENGTH
(psi)
3170
3030
3100
FRACTURE
TYPE
ten approval of HBC Engineering, Inc.
CONCRETE COMPRE $IVE STRENGTH TES
Date of Service:
Client No.:
Client:
Services:
07/25/2000 Report No.:
85229000 Project No.:
Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
0019289
9499145,
Coppell ~
1221 S. l
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
3-5"
3-6%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
MLX I.D.: 9351
PLACEMENT DATE: 07/25/2000
TIME SAMPLED: 10:15am BY: ~V
WEATHER CONDITIONS: Partly ck
TEMPERATURE (F). AIR 80 F
TRUCK NO: 108 TICKE
AIR CONTENT (%): 5.1 UNI
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
AC,
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
6 1 5.75 08/01/2000 7 88550
6 2 5.75 08/01/2000 7 91070
Average
6 3 5.75 08/22/2000 28
6 4 5.75 08/22/2000 28
Sample location: 110' North, 190' E of SW conrer 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 writ~
0ILL Page 6 of 9
a division of'l~tfr"~cL~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
08/02/2000
ommerce Center
leltline (Bldg. A)
Texas
:d field test and cast
BATCH TIME: 9:55am
iario Villanueva
,udy
}NCR~TE: 79 F NO: 650702
WEIGHT (pet'): N/A
UMULATIVE YARDS: 540
~OMPRESSIVE
STRENGTH
(psi)
3130
3220
3180
FRACTURE
TYPE
en approval of HBC Engineering, Inc.
CONCRETE COMPRE SIVE STRENGTH TES-
Date of Service:
Client No.:
Client:
Services:
07/25/2000 Report No.:
85229000 Project No.:
Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive,//450
Dallas TX 75251
0019289
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
STRENGTI~: 4000 psi @ 28 Days
3-5"
3-6%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
MIX I.O.: 9351
PLACEMENT DATE: 07/25/2000
TIME SAMPLED: ll:40am BY: ~V
WEATHER CONDITIONS:
TEMPERATURE (F)- AIR
TRUCK NO: 1097
AIR CONTENT (%): 4.7
PLACEMENT LOCATION:
See page 1
Partly cl(
83 F O
TICKE
UNI
REPORT OF TESTS
AC
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
7 I 5.25 08/01/2000 7 83780
7 2 5.25 08/01/2000 7 87990
Average
7 3 5.25 08/22/2000 28
7 4 5.25 08/22/2000 28
Sample location: 170' North, 140' E of SW 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 writ
0ILL Page 7 of 9
a division of]~"'~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
08/02/2000
'.ommerce Center
~eltline (Bldg. A)
Texas
field test and cast
BATCH T~E: 10:54am
[ario Villanueva
ludy
)NCRETE: 82 F
rNO: 650716
lv WEIGHT (pcf): N/A
~UMULATIVE YARDS: 650
2OMPRESSIVE
STRENGTH
(psi)
2960
3110
3040
FRACTURE
TYPE
en approval of HBC Engineering, Inc.
CONCRETE COMPRF $IVE STRENGTH
Date of Service:
Client No.:
Client:
Services:
07/25/2000
85229000
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Report No.: 0019289
Project No.: 9499145
Project: Coppell
1221 S.
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 REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
3-5"
3-6%
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
PROJECT DATA
MIX l.O.: 9351
PLACEMENT DATE: 07/25/2000
TIME SAMPLED: 12:50pm BY: l~
WEATHER CONDITIONS: Partly ch
TEMPERATURE (F). AIR 92 F C~
TRUCK NO: 739 TICKE
AIR CONTENT (%): 5.0 UN]
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
AC
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLLrMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
8 1 5.75 08/01/2000 7 76030
8 2 5.75 08/01/2000 7 79380
Average
8 3 5.75 08/22/2000 28
8 4 5.75 08/22/2000 28
Sample location: 120' N, 95' E of SW corner of Bldg. A
This report is exclusively for the use of the client indicated abov6 and shall not be reproduced except in full without the wri{
0ILL Page 8 of 9
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
08/02/2000
',ommerce Center
5eltline (Bldg. A)
Texas
field test and cast
BATCH TIME: 1 l:58am
[ario Villanueva
>udy
)NCRETE: 86 F
r NO: 650725
T WEIGHT (pc/): N/A
CUMULATIVE YARDS: 750
COMPRESSIVE
STRENGTH
(psi)
2690
2810
2750
FRACTURE
TYPE
ten approval of HBC Engineering, Inc.
CONCRETE COMPRE $IVE STRENGTH TES?
Date of Service:
Client No.:
Client:
Services:
07/25/2000
85229000
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Report No.: 0019289
Project No.: 9499145
Project: Coppell
1221 S.
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 REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
3-5"
3-6%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
MIX I.D.: 9351
PLACEMENT DATE: 07/25/2000
TIME SAMPLED: 2:10pm BY: 1~
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 736
AIR CONTENT (%): 4.8
PLACEMENT LOCATION:
See page 1
Partly ck
97 F
TICKE
UNI
REPORT OF TESTS
AC
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
9 1 5.50 08/01/2000
9 2 5.50 08/01/2000
9 3 5.50 08/22/2000
9 4 5.50 08/22/2000
Sample location: 185' North, 30' E of
MAXINIUM
AGE LOAD
(days) (lbs. force)
7 84590
7 88220
Average
28
28
SW corner of building A
a division of 1 [cn'mcnn
8901 Carpenter Frwy., Sulte #100
Dallas, Texas 75247
Report Date
08/02/2000
',ommerce Center
leltline (Bldg. A)
Texas
field test and cast
BATCHTIME: l:19pm
[ario Villanueva
ludy
)NCRETE: 89 F
NO: 650736
' WEIGHT (pcf): N/A
2UMULATIVE YARDS: 840
',OMPRESSIVE
STRENGTH
(psi)
2990
3120
3060
FRACTURE
TYPE
Technician: Mario Villanueva
Report Distribution:
(1) Transwestem Property Company
(1) O'Brien & Associates
(1) Technistructures, Inc.
(1) Butler Construction
Started: 2:30am
(1) City of Coppell
(1) City of Coppell
Finished: 3:30pm
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wr
:~ugene Harbour
Vice President
en approval of HBC Engineering, Inc.
0ILL Page 9 of 9