Northlake 635(5)-LR000526CONCRETE COMPRE" "oSIVE STRENGTH TES
Date of Service: 04/25/2000
Client No.: 85229000
Report No.: 0010954
Project No.: 9499145~
Client: Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Coppell
1221 S. i
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: L.5/9.5
PROJECT DATA
MIX I.D.: 9349
PLACEMENT DATE: 04/25/2000
TIME SAMPLED: 4:35am BY: G
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 57 F
TRUCK NO: 842 TICI~
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Slab-on-grade
Sampled from pump.
REPORT OF TESTS
AC
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
1 1 8.00 05/02/2000 7 79430
1 2 8.00 05/02/2000 7 84810
Average
1 3 8.00 05/23/2000 28 104940
1 4 8.00 05/23/2000 28 106570
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 7
a division of lrermcan
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/26/2000
ommerce Center
leltline (Bldg. A)
Texas
I field test and cast
BATCH TIME: 3:55am
eg Dimock
}NCRETE: 75
rNO: 531359
r WEIGHT (peO: N/A
;UMULATIVE YARDS: 10
:OMPRESSIVE
STRENGTH
(psi)
2810
3000
2910
3710
3770
3740
FRACTURE
TYPE
~n approval of HBC Engineering, Inc.
CONCRETE COMP IVE STRENGTH TES-
Date of Service:
Client No.:
Client:
Services:
04/25/2000
85229000
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Report No.: 0010954
Project No.:
Project:
SLUMP:
AIR:
TEST METHOD:
I~-_dNEERING, INC
a aivision of
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/26/2000
9499145~
Coppell (~ommerce Center
1221 S. t~eltline (Bldg. A)
Coppell, ~Fexas
Obtain samples of fresh concrete at the placement locations, perform requir~
compressive strength samples.
PROJECT DATA
MIX I.D.: 9349
PLACEMENT DATE: 04/25/2000
TIME SAMPLED: 5:20am BY: G
WEATHER CONDITIONS: Clear
TEMPERATURE (F). AIR 58 F
TRUCK NO: 32 TICKE
AIR CONTENT (%): N/A UNI
PLACEMENT LOCATION:
See page 1
Sampled from truck.
AC,
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STREN(~TH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
REPORT OF TESTS
SAMPLE LOCATION: L.3/8.2
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
CYLINDER
MARKED
SET NO.
2 1 4.00 05/02/2000 7 121050
2 2 4.00 05/02/2000 7 120430
Average
2 3 4.00 05/23/2000 28 156610
2 4 4.00 05/23/2000 28 151520
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 7
I field test and cast
BATCH TIME: 4:40am
~g Dimock
}NCRETE: 75 F
rNO: N/A
WEIGHT (pcO: N/A
UMULATIVE YARDS: 10
2OMPRESSIVE
STRENGTH
(psi)
4280
4260
4270
5540
5360
5450
FRACTURE
TYPE
~en approval of HBC Engineering, Inc.
CONCRETE COMPRE $IVE STRENGTH TES-'
Date of Service:
Client No.:
04/25/2000
85229000
Report No.: 0010954
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
5.0" Max
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: K.5/6
PROJECT DATA
M~X Ia).: 9349
PLACEMENT DATE:
TIME SAMPLED: 7:00am
WEATHER CONDITIONS:
TEMPERATURE (F} - AIR
TRUCK NO: 32
Am CONTENT (%): N/A
PLACEMENT LOCATION:
See page 1
04/25/2000
BY: G
Clear
59 F o
TICKE'
UNI
Sampled from truck.
REPORT OF TESTS
AC
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
3 1 5.00 05/02/2000 7 1104 10
3 2 5.00 05/02/2000 7 113080
Average
3 3 5.00 05/23/2000 28 120000
3 4 5.00 05/23/2000 28 122310
Average
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wril
0ILL Page 3 of 7
ENGINEERI~, INC.
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/26/2000
ommerce Center
geltline (Bldg. A)
l~exas
:d field test and cast
BATCH TIME: 6:30am
reg Dimock
~8cRETE: 76
rNo: 531380
WEIGHT (pcf): N/A
UMULATIVE YARDS: 10
',OMPRESSIVE
STRENGTH
(psi)
3900
4000
3950
4240
4330
4290
FRACTURE
TYPE
ten approval of HBC Engineering, Inc.
CONCRETE COMPRE $IVE STRENGTH TES
Date of Service:
Client No.:
Client:
Services:
04/25/2000
85229000
Report No.: 0010954
Project No.: 9499145~
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Project: Coppell
1221 S.
Copper
Obtain samples of flesh concrete at the placement locations, perform require
compressive strength samples.
SLUM~:
AIR:
TEST ~OD:
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: K.5/2
PROJECT DATA
MIX LD.: 9349
PLACEMENT DATE: 04/25/2000
T~m SAMELEO: 10:30am BY: G
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 68 F cz
TRUCK NO: 745 TICKE'
AIR CONTENT (%): N/A UNt
PLACEMENT LOCATION:
Sec page 1
Sampled from truck.
REPORT OF TESTS
AC4
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUM]' DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
5 1 5.25 05/02/2000 7 104780
5 2 5.25 05/02/2000 7 106570
Average
5 3 5.25 05/23/2000 28 140280
5 4 5.25 05/23/2000 28 139930
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 5 of 7
a division of lrmmcan
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/26/2000
',ommerce Center
leltline (Bldg. A)
l'exas
d field test and cast
BATCH TIME: 9:24am
reg Dimock
~NCRETE: 76 F
rNO: 531413
r WEIGHT (per): N/A
~UMULATIVE YARDS: 10
~'OMPRESSIVE
STRENGTH
3710
3770
3740
4960
4950
4960
FRACTURE
TYPE
~n approval of HBC Engineering, Inc.
CONCRETE COMPRE $IVE STRENGTH TES
Date of Service:
Client No.:
04/25/2000
85229000
Report No.: 0010954
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
PLnNT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: L.5/4
PROJECT DATA
MIX I.D.: 9349
PLACEMENT DATE:
TIME SAMPLED: 8:45am
WEATHER CONDITIONS:
T~V~RATURE (~ - Am 60
TRUCKNO: 833
AIR CONTEt'Cr (%): N/A
PLACEMENT LOCATION:
See page 1
04/25/2000
BY: G
Clear
F
TICKE
UNI
Sampled from truck.
REPORT OF TESTS
AC,
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) Obs. force)
4 1 5.00 05/02/2000 7 107010
4 2 5.00 05/02/2000 7 106290
Average
4 3 5.00 05/23/2000 28 135520
4 4 5.00 05/23/2000 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
01LL Page 4 of 7
a division of'irefrm:nn
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/26/200O
Immerce Center
leltline (Bldg. A)
Texas
~d field test and cast
BATCH TIME: 8.' lOam
reg Dimock
mCRETE: 75 F
rNO: 531398
WEIGHT (pct'): N/A
IMULATIVE YARDS: 10
~OMPRESSIVE
STRENGTH
(psi)
3780
3760
3770
4790
4880
4840
FRACTURE
TYPE
approval of HBC Engineering, Inc.
CONCRETE COMPREr oSIVE STRENGTH TES' "
Date of Service:
Client No.:
Client:
Services:
04/25/2000 Report No.:
85229000 Project No.:
Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
0010954
9499145
Coppell ~
1221 S. ]
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: I/2.5
PROJECT DATA
MIX I.D.: 9349
PLACEMENT DATE: 04/25/2000
TIME SAMPLED: 1 l:40am BY:
WEATHER CONDITIONS: Clear
TEMPERATURE (F). AIR 73 F
TRUCK NO: 373 TICKE
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page 1
Sampled from truck.
REPORT OF TESTS
AC
CYLINDER MEASURED MAXIMUM
MARKED SLUM1~ DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
6 1 6.00 05/02/2000 7 100670
6 2 6.00 05/02/2000 7 100350
Average
6 3 6.00 05/23/2000 28 146430
6 4 6.00 05/23/2000 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
0ILL Page 6 of 7
a division of l~'mctm
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/26/2000
~.ommerce Center
;eltline (Bldg. A)
Texas
'~d field test and cast
BATCH TIIVIE: 1 l:03am
reg Dimock
)NCRETE: 77 F
NO: 531430
~WEIGHT (pc0: N/A
UMULATIVE YARDS: 10
UOMPRESSIVE
STRENGTH
(psi)
3560
3550
3560
5180
5110
5150
FRACTURE
TYPE
ten approval of HBC Engineering, Inc.
CONCRETE COMPRE '3IVE STRENGTH TES .
Date of Service: 04/25/2000 Report No.: 0010954
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.
EI',KilNF. ERII~, INC.
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/26/2000
ommerce Center
leltline (Bldg. A)
Texas
,,d field test and cast
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: 1.2/3.5
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
7 1 8.00
7 2 8.00
DATE
TESTED
05/02/2000
05/02/2000
7 3 8.00
7 4 8.00
05/23/2000
05/23/2000
Technician: Greg Dimock
Report Distribution:
S~rted:
PROJECT DATA
Mix I.D.: 9349
PLACEMENT DATE: 04/25/2000
TIME SAMPLED: 12:50pm BY: G
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 78 F C(
TRUCK NO: 852 TIC~~
AIR CONTENT (%): N/A t~
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
AC
MAXIMUM
AGE LOAD
(days) (lbs force)
7 118400
7 113080
Average
28 154870
28 153280
Average
3:00am Finished: 3:00pm
BATCH TIME: 12:36pm
reg Dimock
}NCRETE: 79
rNO: 531438
WEIGHT (l~f): N/A
UMULATIVE YARDS: 10
2OMPRESSIVE
STRENGTH
(psi)
4190
4000
4100
548O
5420
5450
FRACTURE
TYPE
Engin~
(1) Transwestem Property Company
(1) O'Brien & Associates
(i) Technistructures, Inc.
(1) Butler Construction
(1) City of Cop pell
(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
~ugene Harbour
Vice President
~n approval of HBC Engineering, [nc.
01LL Page 7 of 7