Northlake 635(5)-LR000724 ONCRETE COMPRE('N IVE STRENGTH TES
Date of Service: 06/22/2000 Report No.: 0016352
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. 13
Coppell,
Obtain samples of fi-esh concrete at the placement locations, perform requir~
compressive strength samples.
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
5.0" Max
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below'
PROJECT DATA
M,Xl.D.: 9351
PLACEMENT DATE:
lIME SAMPLED: 5:30am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 2
AIR CONTENT (%): 3.3
PLACEMENT LOCATION:
Paving
06/22/200.0
BY: El'
Cloudy
73 F cc
TICKE]
UNIq
REPORT OF TESTS
AC(
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
I I 5.75 06/29/2000 7 106630
I 2 5.75 06/29/2000 7 107940
Average
1 3 5.75 07/20/2000 28 124640
I 4 5.75 07/20/2000 28 121120
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 I of 10
ENGINEERING, INC.
a division ofl~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/24/2000
)mmerce Center
eltline (Bldg. A)
['exas
field test and cast
BATCH TIME: 4:50am
in Farris
NCRETE: 81 F
'NO: 611028
'WEIGHT(pc~: N/A
:UMULATIVE YARDS: 30
OMPRESSIVE
STRENGTH
(psi)
3770
3820
3800
4410
4280
4350
FRACTURE
TYPE
:en approval of HBC Engineering, Inc.
Report No.: 0016352
Sample location: 10 Yards S of island at SE corner of N wing on build
yards E of expansion joint
0ILL
lng B, 10
This report is exclusively for the use or'the client indicated above and shall ~ot be reproduced except in full without the wri~
Page 2 of 10
ten approval of HBC Engineering, Inc.
CONCRETE COMPRE MVE STRENGTH TES '
Date of Service: 06/22/2000 Report No.: 0016352
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. E
Coppell,
Obtain salnples of fi'esh concrete at the placement locations, perform requir{
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
5.0" Max
3-6%
ASTM C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
PROJECT DATA
~¥.XI.D.: 9351
PLACEMENT DATE:
TIME SAMPLED: 6240altl
WEATHER CONDITIONS:
TEMPERATURE (F)- AIR 75
TRUC~: NO: 655
AIR CONTENT (%): 3.1
PLACEMENT LOCATION:
Sec page I
06/22/2000
BY: Et
Cloudy
F CC
TICKE1
UNY
REPORT OF TESTS
AC{
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
2 1 5.75 06/29/2000 7 108390
2 2 5.75 06/29/2000 7 112210
Average
2 3 5.75 07/20/2000 28 127260
2 4 5.75 07/20/2000 28 123260
Average
This report is exclusively for the use of the clieut indicated above and shall not be reproduced except in full without the wri!
0ILL Page3 of 10
a ~/ivi~ion oflEm
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/24/2000
'.ommerce Center
eltline (Bldg. A)
?exas
d field test and cast
BATCH TIME: 6:00am
vin Farris
NCRETE: 83 F
'NO: 611038
'WEIGHT (pcf): N/A
:UMULATIVE YARDS: 130
~OMPRESSIVE
STRENGTH
(psi)
3830
3970
3900
450O
4360
4430
FRACTURE
TYPE
ten approval of HBC Engineering, Inc.
Report No.: 0016352
Sample location: 5 Yards S of first island from E to W in center of p
between N wings of buildings A & B
0ILL
arking lot
This repor~ is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wril
Page 4 of 10
ten approval of HBC Eugineering, Inc.
CONCRETE COMPREr'"3IVE STRENGTH TES .
Date of Service:
Client No.:
06/22/2000
85229000
Report No.: 0016352
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.
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
5.0" Max
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
PROJECT DATA
SIIXI.D.: 9351
PLACEMENT DATE:
TIME SAMPLED: 7:40am
WEATHER CONDITIONS:
TEMPERATURE (F)- AIR 76
TRUCK NO: 80
AIR CONTENT (%): 3.6
PLACEMENT LOCATION:
See page 1
06/22/200_0
BY: El
Cloudy
F C¢
TICKE'
UNI
REPORT OF TESTS
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
3 1 5.00 06/29/2000 7 l 16600
3 2 5.00 06/29/2000 7 107870
Average
3 3 5.00 07/20/2000 28 127540
3 4 5.00 07/20/2000 28 134900
Average
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 5 of 10
ENGINEERIlq3, INC.
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/24/2OOO
~,ommerce Center
~eltline (Bldg. A)
Texas
,,d field test and cast
BATCH TIME: 6:54am
'yin Farris
~NCRETE: 86
rNO: 611048
FWEIGItT(pcD: N/A
2UMULATIVE YARDS: 230
:OMPRESSIVE
STRENGTH
(psi)
4120
3810
3970
4510
4770
4640
FRACTURE
TYPE
approval of HBC Engineering, Inc.
Report No.:
Sample
0016352
location: 35' E of island at SE corner of building B,N wing
This report is exclusively for the use of the client indicated above and shall ilot be reproduced except in full without the writ
:en approval of HBC Eogineering, Inc.
OILL Page 6 of I0
CONCRETE COMPRE?3IVE STRENGTH TES
Date of Service: 06/22/2000 Report No.: 0016352
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 fl'esh concrete at the placement locations, perform requir4
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5.0" Max
3-6%
ASTM C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
PROJECT DATA
MIX I.D.: 9351
PLACEMENT DATE:
TIME SAMPLED: 8:50am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TatJCK NO: 1029
AIR CONTENT (%): 3.6
PLACEMENT LOCATION:
See page I
06/22/2000
BY: El
Cloudy
76 F
TICKEq
lIN[
REPORT OF TESTS
ACI
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
4 1 6.00 06/29/2000 7 97810
4 2 6.00 06/29/2000 7 99090
Average
4 3 6.00 07/20/2000 28 122940
4 4 6.00 07/20/2000 28 129430
Average
This report is exclusively for the use of the clieut indicated above and shall not be reproduced except in full without the wri!
0ILL Page 7 of 10
ENGINEERING, INC.
a division qf'lratractm
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/24/2000
ommerce Center
eltline (Bldg. A)
Fexas
d field test and cast
BATCIt TIME: 8:07am
yin Farris
,NCRETE: 82 F
'NO: 611059
WEIGHT(pc0: N/A
UMULATIVE YARDS: 330
.~OMPRESSIVE
STRENGTH
(psi)
3460
3500
3480
435O
4580
4470
FRACTURE
TYPE
Ien approval of HBC Engineering, Inc.
Report No.: 0016352
Sample location: 20 Yards S of NE corner of building B, N wing, 5' E
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri!
of W curb
:en approval of HBC Engineering, Inc.
0ILL Page 8 of 10
CONCRETE COMP IVE STRENGTH TES_
Date of Service: 06/22/2000 Report No.: 0016352
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.
Coppell,
Obtain samples of fi'esh concrete at the placement locations, perform require
compressive strength samples.
STRENGTlt:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
5.0" Max
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
PROJECT DATA
MIXl. D.: 9351
I'LACEMENT DATE: 06/22/200_0
TIME SAMPLED: 10:35am BY: El
WEATHER CONDITIONS:
TEMPERATURE IF)- AIR
TRUCK NO: 1880
AIR CONTENT (%): 4.1
PLACEMENT LOCATION:
See page I
Cloudy
81 F C¢
TICKE'
UNI'
REPORT OF TESTS
AO
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
5 I 6.25 06/29/2000 7 86310
5 2 6.25 06/29/2000 7 89140
Average
5 3 6.25 07/20/2000 28 97350
5 4 6.25 07/20/2000 28 103860
Average
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 9 of 10
tt division of'l~fractm
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
O7/24/2OO0
>mmerce Center
,eltline (Bldg. A)
I'exas
d field test and cast
BATCIt TIME: 9:30am
,in Farris
qCRETE: 87 V
NO: 611070'
'WEIGHT (pcf): N/A
2UMULATIVE YARDS: 440
~OMPRESSIVE
STRENGTH
(psi)
3050
3150
3100
3440
3670
3560
FRACTURE
TYPE
ten approval of HBC Enginee ,r~
Report No.: 0016352
Sample location: 15 Yards S of NW corner of building A, N wing, 5 yar
curbs
Started: 4:00am Finished: l:00pm ~
(1) City of Coppell
(1) City of Coppell E
Technician: Ervin Farris
Report Distribution:
(1) Transwestem Property Company
( 1 ) O'Brien & Associates
(l) Tecbnistructures, Inc,
(l) Butler Construction
Tiffs report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ
~s W of E
Engineering, Inc.
ugene Harbour
Vice President
en approval of HBC Engineering, Inc.
0ILL Page 10 of 10