Northlake 635(5)-LR000424CONCRETE COMPRE o$IVE STRENGTH TES '
Date of Service:
Client No.:
Client:
04/06/2000 Report No.:
85229000 Project No.:
Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
ENGINEF_~,I~, lNG
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
0009246 Report Date
04/24/2000
9499145~
Coppell (~ommerce Center
1221 S. ]~eltline (Bldg. A)
Coppell, [Fexas
Services:
SLUMP:
AIR:
TEST METHOD:
Obtain samples of fresh concrete at the placement locations, perform requir{
compressive strength samples.
coNTRAc~om Butler Construction
CONCRETE SUPPLIER: Pioneer
P~ANT: N/A
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
G/2, Gl3, J/4
SAMPLE LOCATION:
MEASURED
SLUMP
(inches)
CYLINDER
MARKED
SET NO.
PROJECT DATA
MIX£O.: 9337
PLACEMENT DATE: 04/06/2000
TIME SAMPLED: 10:25am BY: T~
WEATHER CONDITIONS: Cool
TEMPERATURE (F) - AIR 60 F C(
T~UCK NO: 163 TICKE'
AIR CONTENT (%): N/A tr~
PLACEMENT LOCATION:
Pier information and technician time: See Rep¢
REPORT OF TESTS
I 1 4.50
1 2 4.50
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
1 3 4.50
1 4 4.50
04/13/2000 7 108800
04/13/2000 7 105640
Average
0ILL
05/04/2000 28
05/04/2000 28
Technician: Terry L. Smith
Report Distribution:
(1) Transwestem Property Company
(!) O'Brien & Associates
(I) Teclmislructures, Inc.
(1) B ufler Construction
AC~
Started: Finished: ~
(1) City of Coppcll
(1) City of Coppcll Pa
Se:
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ
Page 1 of 1
:d field test and cast
BATCH TIME: 9:30am
~rry L. Smith
)NCRETE: 72 r
r NO: 530280
WEIGHT (pcf): N/A
: g4)009245
2UMULATIVE YARDS: 10
2OMPRESSIVE
STRENGTH
(psi)
385O
3740
3800
Eng~in ering, Inc.
ul D. Smith, P.E.
flor Project Engineer
FRACTURE
TYPE
en approval of HBC Engineering, Inc.
CONCRETE COMPR IVE STRENGTH TES'
Date of Service: 04/07/2000 Report No.: 0009330
Client No.: 85229000 Project No.: 9499145~
Client:
Transwestem 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: 27
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
5"
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: line B.5/9
PROJECT DATA
MXX ~.D.: 9349
PLACEMENT DATE:
TIME SAMPLED: 4:20am
WEATHER CONDITIONS: partly cl,
TEMPERATURE (F)- AIR 58 F C
TRUCK NO: 23 TICK[
AIR CONTENT (%): N/A tm
PLACEMENT LOCATION:
Slab-on-Grade, lines A to F.5 and 1 to 10.
04/07/2000
BY: (
Sampled from truck.
REPORT OF TESTS
Al
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
1 1 4.75 04/14/2000 7 82900
1 2 4.75 04/14/2000 7 90370
Average
1 3 4.75 05/05/2000 28
I 4 4.75 05/05/2000 28
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the v
01SDS Page I of 7
ENGINEERING, INC.
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
04/24/2000
)mmerce Center
leltline (Bldg. A)
Texas
:d field test and cast
BATCH TIME: 3:45am
[reg Dimock
mdy
,NCREXE: 74 F
No: 505694
WEIGHT (pct'): N/A
CUMULATIVE YARDS: 70
COMPRESSIVE
STRENGTH
(psi)
2930
3200
3070
FRACTURE
TYPE
tten approval of HBC Engineering, Inc.
CONCRETE COMPRE IVE STRENGTH TES'
Date of Service: 04/07/2000 Report No.: 0009330
Client No.: 85229000 Project No.: 94991454
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 require
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 27
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
5"
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: line B.5/8
PROJECT DATA
M~X I.O.: 9349
PLACEMENT DATE: 04/07/2000
TIME SAMPLED: 5:15am BY: G
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 526
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
see page 1
see page
58 I* c~
TICKE'
UNI
Sampled from truck.
REPORT OF TESTS
AC
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
2 1 5.00 04/14/2000 7 87250
2 2 5.00 04/14/2000 7 91360
Average
2 3 5.00 05/05/2000 28
2 4 5.00 05/05/2000 28
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri
01SDS Page 2 of 7
a division ofl~.rac~a
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
04/24/2000
',ommerce Center
eltline (Bldg. A)
rexas
d field test and cast
BATCH TIME: 4:30am
reg Dimock
~CRETE: 75
r NO: 505697
r WEIGHT (pcf): N/A
CUMULATIVE YARDS: 150
~'OMPRESSIVE
STRENGTH
(psi)
3090
3230
3160
FRACTURE
TYPE
ten approval of HBC Engineering, Inc.
CONCRETE COMPRE oSIVE STRENGTH TES-i'
Date of Service: 04/07/2000 Report No.:
Client No.: 85229000 Project No.:
Client: Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Services:
ENGINEERING, l]qC.
a division ofl~na.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
0009330 Report Date
04/24/2000
9499145~
Coppell ~ommerce Center
1221 S. l~eltline (Bldg. A)
Coppell, ~Texas
Obtain samples of fresh concrete at the placement locations, perform requir(
compressive strength samples.
0410712000
BY: (~
see page
62 F O
TICKE
PROJECT DATA
MIX I.D.: 9349
PLACEMENT DATE:
TIME SAMPLED: 7:05am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 563
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
see page I
Sampled from truck.
AC
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 27
SPECIFICATION REQUIREMEN'I~
STRENGTH: 4000 psi @ 28 Days
SLUMP: 5"
AIR: N/A
TEST METHOD: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: line C/6
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) Obs. force)
3 1 5.00 04/14/2000 7 99640
3 2 5.00 04/14/2000 7 96410
Average
3 3 5.00 05/05/2000 28
3 4 5.00 05/05/2000 28
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri
01SDS Page 3 of 7
field test and cast
BATCH TIME: 5:49am
reg Dimock
1
)NCRETE: 72 F
NO: 505705
'WEIGHT (pct'): N/A
~UMULATIVE YARDS: 250
EOMPRESSIVE
STRENGTH
(psi)
3520
3410
3470
FRACTURE
TYPE
approval of HBC Engineering, Inc.
CONCRETE COMPR o SIVE STRENGTH TESt'
Date of Service:
Client No.:
Client:
Services:
04/07/2000
85229000
Report No.: 0009330
Project No.: 9499145~
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.
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 27
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
SLUMP: 5"
AIR: N/A
TEST METHOO: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: line B/5
PROJECT DATA
M~X I.D.: 9349
PLACEMENT DATE: 04/07/2000
TIME SAMPLED: 8:03am BY: G
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 8
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
see page 1
see page
63 F o
TICKE
UN!
Sampled from truck.
REPORT OF TESTS
AC
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUI~
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
4 1 5.50 04/14/2000 7 101850
4 2 5.50 04/14/2000 7 108850
Average
4 3 5.50 05/05/2000 28
4 4 5.50 05/05/2000 28
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri
01SDS Page 4 of 7
a aivision of q~mctm
8901 Carpenter Frwy., Suita #100
Dallas, Texas 75247
Report Date
04/24/2000
ommerce Center
eltline (Bldg. A)
rexas
d field test and cast
BATCH TIME: 7:05am
reg Dimock
~cRETE: 74 F
trio: 501316
r WEIGHT (pcf): N/A
.~UMULATIVE YARDS: 350
.~OMPRESSIVE
STRENGTH
(psi)
3600
3850
3730
FRAC~RE
~PE
ten approval of HBC Engineering, Inc.
CONCRETE COMPR " IVE STRENGTH TES ·
Date of Service: 04/07/2000 Report No.: 0009330
Client No.: 85229000 Project No.: 9499145,
Client: Transwestern Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Coppell ~
1221 S. l
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requir~
compressive strength samples.
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 27
SPECIFICATION REQUIREMENTS
STREN(;Tm 4000 psi @ 28 Days
SLUMP: 5"
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: line C/3
PROJECT DATA
MIX I.D.: 9349
PLACEMENT DATE:
TIME SAMPLED: 9:20am
WEATHER CONDITIONS:
TEMPERATURE (F). Am
TRUCK NO: 923
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
sec page 1
0410712000
BY: (~
clear
64 F C~
TICKE
UN]
Sampled from truck.
REPORT OF TESTS
AC
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
5 1 4.75 04/14/2000 7 102190
5 2 4.75 04/14/2000 7 95420
Average
5 3 4.75 05/05/2000 28
5 4 4.75 05/05/2000 28
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri
01SDS Page 5 of 7
ENG--,INC.
a division of'l~tl--~t:tgt
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
04/24/2000
ommerce Center
~eltline (Bldg. A)
Texas
field test and cast
BATCH TIME: 8:57am
reg Dimock
)NCRETE: 73 F
rNO: 505733
T WEIGHT (pc/): N/A
CUMULATIVE YARDS: 490
COMPRESSIVE
STRENGTH
(psi)
3610
3370
3490
FRACTURE
TYPE
tXen approval of HBC Engineering, Inc.
CONCRETE COMPRL oSIVE STRENGTH TES x'
Date of Service:
Client No.:
Client:
Services:
04/07/2000 Report No.: 0009330
85229000 Project No.: 9499145
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Project:
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: 27
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: line B/1.5
PROJECT DATA
MIX I.O.: 9349
PLACEMENT OATE: 04/07/2000
TIME SAMPLED: 10:00am BY: £
WEATHER CONDITIONS: see page
TEMPERATURE (F) - AIR 72 F C
TRUCK NO: 758 TICKl~
AIR CONTENT (%): N/A tm:
PLACEMENT LOCATION:
see page 1
Sampled from truck.
REPORT OF TESTS
A£
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. foree)
6 1 5.50 04/14/2000 7 98470
6 2 5.50 04/14/2000 7 104430
Average
6 3 5.50 05/05/2000 28
6 4 5.50 05/05/2000 28
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri
01SDS Page 6 of 7
a division o/1Fe~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
04/24/2000
',ommerce Center
eltline (Bldg. A)
Texas
~d field test and cast
BATCH TIME: 9:35am
,reg Dimock
~NcRETE: 76 F
NO: 505738
WEIGHT (pc0: N/A
CUMULATIVE YARDS: 540
COMPRESSIVE
STRENGTH
(psi)
3480
3690
3590
tten approval of HBC Engineering, Inc.
CONCRETE COMPR oSIVE STRENGTH TESs'
Date of Service: 04/07/2000
Client No.: 85229000
Client:
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Report No.:
Project No.:
Project:
ENGINEERI~, INC.
a division of
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
0009330 Report Date
04/24/2000
9499145~
Coppell ~ommerce Center
1221 S. t~eltline (Bldg. A)
Coppell, [rexas
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: 27
SPECIFICATION REQUIREMENTS
STRENa?H: 4000 psi @ 28 Days
5"
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: line F/2
PROJECT DATA
MOt I,D.: 9349
PLACEMENT DATE: 04/07/2000
TIM~SnMPLEO: ll:15am aY: G
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
Tat~CKNO: 739
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
sec page 1
see page
74 ~* o
TICKE
UN!
Sampled from truck.
REPORT OF TESTS
AC
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
7 1 N/A
7 2 N/A
7 3 N/A
7 4 N/A
DATE
TESTED
04/14/2000
04/14/2000
05/05/2000
05/05/2000
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 108390
7 104820
Average
28
28
NOTE: Sampled from truck pump.
Technician: Greg Dimock
Report Distribution:
(l) Transwestem Property Company
(I) O'Brien & Associates
(1) Technistmctures, Inc.
(1) Butler Construction
Started: 3:00am Finished: l:00pm
(1) City of Coppell
(1) City of Coppell
P~
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri~
:d field test and cast
BATCH TIME: 10:25am
reg Dimock
~cRETE: 765 ~'
rNO: 501349
r WEIGHT (pcf): N/A
2UMULATIVE YARDS: 620
~OMPRESSIVE
STRENGTH
(psi)
3830
3710
3770
FRACTURE
TYPE
ng, Inc.
,ul D. Smith, P.E.
aior Project Engineer
ten approval of HBC Engineering, Inc.
01SDS Page 7 of 7