Northlake 635(5)-LR000608CONCRETE COMPRE IVE STRENGTH
Date of Service:
Client No.:
05/09/2000
85229000
Report No.: 0012291
Project No.: 9499145(
Client: Transwestern Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Services:
Coppell £
1221 S. lq
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: 27
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi @ 28 Days
3-6"
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
Pier M. 1-10.1
PROJECT DATA
MIX I.D.: 9337
PLACEMENT DATE: 05/09/2000
TIME SAMPLED: ll:45am BY: A.
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F) - AIR 73 F CC
TRUCK NO: 878 TICKEq
AIR CONTENT (%): N/A UNI~
PLACEMENT LOCATION:
Pier information and technician time: see Repo
REPORT OF TESTS
AC(
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 4.00
1 2 4.00
1 3 4.00
1 4 4.00
DATE
TESTED
05/16/2000
06/06/2000
06/06/2000
07/04/2000
MAXIMUM
AGE LOAD
(days) (lbs. force)
7
28
28
56
96800
135530
140490
Average
a aivision
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/08/2000
'.ommerce Center
eltline (Bldg. A)
['exas
field test and cast
BATCH TIME: 1 l:10am
Bulent Ethem, P.G.
NCRETE: 78 F
'NO: 507815
, WEIGHT (pcf): N/A
g0012290
JMULATIVE YARDS: 10
:OMPRESSIVE
STRENGTH
- (psi)
3420
4790
4970
4880
FRACTURE
TYPE
Technician: A. Bulent Ethem, P.G.
Report Distribution:
(1) Transwestem Property Company
(1) O'Brien & Associates
(1) Technistructures, Inc.
(1) Butler Construction
Started:
(1) City of Coppeil
(1) City of Coppell
Finished:
__~neerlng, Inc.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writt
F ugene Harbour
Vice President
~n approval of HBC Engineering, Inc.
01LL Page 1 of I
CONCRETE COMPRE IVE STRENGTH TES
Date of Service: 05/31/2000 Report No.: 0014257
Client No.: 85229000 Project No.: 9499145(
Client: Transwestern Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Coppell (
1221 S. E
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
STRENaTH: 4000 psi @ 28 Days
5.0" Max
3-5%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 30' N from NE comer of slab
PROJECT DATA
MIX I.D.: 9351
PLACEMENT DATE:
TIME SAMPLED: 5:20am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 836
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Paving/NE comer of project
05/31/2000
BY: St
Clear
80 F
TICKE'
UNr
REPORT OF TESTS
AC~
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
1 1 6.50 -' 06/07/2000 7 77780
1 2 6.50 06/07/2000 7 79130
Average
! 3 6.50 06/28/2000 28
1 4 6.50 06/28/2000 28
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri~
01LL Page 1 of 3
a division ofl~-a~nn
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Report Date
06/08/2000
ommerce Center
eltline (Bldg. A)
Ce_x_ as
d field test and cast
BATCH TIMJE: 4:04am
eve Campbell
,NCRETE: 89 F
NO: 508570
' WEIGHT (pcf): N/A
:UMULATIVE YARDS: 10
',OMPRESSIVE
STRENGTH
- (psi)
2750
2800
2780
FRACTURE
TYPE
ten approval of HBC Engineering, Inc.
CONCRETE COMPRE $IVE STRENGTH
Date of Service:
Client No.:
Client:
05/31/2000 Report No.:
85229000 Project No.:
Transwestern Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
ENCdNEERI~, INC
a division of
8901 Carpenter Frwy., Suite #100
Dallan, Texas 75247
0014257 Report Date
06/08/2000
9499145~
Coppell (~ommerce Center
1221 S. t~eltline (Bldg. A)
Coppell, ~Fe_xas
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
5.0" Max
3-5%
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
MLX I.D.: 9351
PLACEMENT DATE: 05/31/2000
TIME SAMPLED: 7:00am BY: SI
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 836
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page 1
Clear
80 F c<
TICKE'
UNI
REPORT OF TESTS
AC~
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
2 1 8.50-' 06/07/2000 7 79500
2 2 8.50 06/07/2000 7 84810
Average
2 3 8.50 06/28/2000 28
2 4 8.50 06/28/2000 28
Sample location: 35' E x 45' N from NE
corner of slab
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wriV
0ILL Page 2 of 3
~d field test and cast
BATCH TIME: 6:05am
eve Campbell
;NCRETE: 90 F
rNO: 508581
WEIGHT (pcf): N/A
FMULATIVE YARDS: 10
~OMPRESSIVE
STRENGTH
(psi)
2810
3000
2910
FRACTURE
TYPE
en approval of HBC Engineering, Inc.
CONCRETE COMPRE IVE STRENGTH TES.
Date of Service: 05/31/2000 Report No.: 0014257
Client No.: 85229000 Project No.: 94991451
Client:
Services:
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Project: Coppell
1221 S.
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: 27
SPECIFICATION REQUIREMENTS
STRENOTB: 4000 psi @ 28 Days
5.0" Max
3-5%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
MIX I~.: 9351
PLACEMENT DATE:
TIME SAMPLED: 7:50am
WEATHER CONDITIONS:
TEMPERATVRE (~) - AIR
TRUC~C NO: 836
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page 1
05/31/2000
BY: SI
Clear
81 F c¢
TICKE'
UN!
REPORT OF TESTS
AC4
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
3 1 6.00
3 2 6.00
3 3 6.00
3 4 6.00
Sample location:
DATE
TESTED
06/07/2000
06/07/2000
06/28/2000 28
06/28/2000 28
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 83670
7 84520
Average
85' E x 60' N from NE corner of slab
a division of'l~
8901 Carpenter Frwy., Suite #100
Dalla% Texas 75247
Report Date
06/08/2000
~,ommerce Center
eltline (Bldg. A)
Fe~as
d field test and cast
BATCH TIME: 7:25am
eve Campbell
~NCRETE: 91 F
rNO: 508591
WEIGHT (pcf): N/A
UMULATIVE YARDS: 10
:OMPRESSIVE
STRENGTH
' (psi)
2960
2990
2980
Technician: Steve Campbell
Report Distribution:
(!) Transwestern Property Company
(I) O'Brien & Associates
(I) Technistructures, Inc.
(1) Butler Construction
Started: 3:00am
(1) City of Coppell
(1) City of Coppell
Finished: lO:OOam
H~lneerlng, Inc.
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.
01LL Page 3 of 3