Northlake 635(5)-LR000605CONCRETE COMPRE ' "$IVE STRENGTH TES
Date of Service: 05/23/2000 Report No.: 0013613
Client No.: 85229000 Project No.: 9499145.
Client: Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Services:
Coppell ~
1221 S. ]
Coppell,
Obtain samples of fresh concrete at the placement locations, perform requin
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Panel 51
PROJECT DATA
MIX I.D.: 9349
PLACEMENT DATE:
TIME SAMPLED: 4:30am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 80
AIR CONTENT (%): 1.8
PLACEMENT LOCATION:
Tilt wall panels
05/23/2000
BY: S
Clear
75 F
TICKE
UNI
REPORT OF TESTS
AC
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
1 1 7.00 05/30/2000 7 76810
1 2 7.00 05/30/2000 7 78300
Average
1 3 7.00 06/20/2000 28
1 4 7.00 06/20/2000 28
This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without the wri
01LL Page 1 of 3
a division of'lfma-~can
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/05/2000
:ommerce Center
leltline (Bldg. A)
Texas
field test and cast
BATCH TIME: 3:53am
aane Spinks
INCRETE: 83 F
tqO: 535154
WEIGHT (pcf): N/A
:UMULATIVE YARDS: 50
COMPRESSIVE
STRENGTH
(p~)
2720
2770
2750
FRACTURE
TYPE
approval of HBC Engineering, Inc.
CONCRETE COMPRE ,$IVE STRENGTH TES-
Date of Service: 05/23/2000 Report No.: 0013613
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 fresh concrete at the placement locations, perform requir,
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS
STm~tqaTI~: 4000 psi @ 28 Days
3-5"
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
Panel ll4
PROJECT DATA
MIX i.r}.: 9349
PLACEMENT DATE:
TIME SAMPLED: 5:35am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 80
AIR CONTENT (%): 1.8
PLACEMENT LOCATION:
See page 1
05/23/2000
BY: S
Clear, w:
76 F C,
TICKE
UN]
REPORT OF TESTS
AC
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
2 1 6.50 05/30/2000 7 91380
2 2 6.50 05/30/2000 7 91020
Average
2 3 6.50 06/20/2000 28
2 4 6.50 06/20/2000 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 2 of 3
a division
8901 Carpenter Frwy., Suite #100
Dnllnn~ Texas 75247
Report Date
06/05/2000
'.ommerce Center
leltline (Bldg. A)
Texas
:d field test and cast
BATCH TIME: 4:33am
bane Spinks
~NCRETE: 81 F
rNo: 535165
T WEIGHT (pc0: N/A
:UMULATIVE YARDS: 170
',OMPRESSIVE
STRENGTH
(psi)
3230
3220
3230
FRACTURE
TYPE
tten approval of HBC Engineering, Inc.
CONCRETE COMPRE SIVE STRENGTH TESr
Date of Service: 05/23/2000
Client No.: 85229000
Report No.: 0013613
Project No.: 9499145~
Client: Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Coppell ~
1221 S. l
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requir~
compressive strength samples.
PROJECT DATA
CONTRACTOR: Butler Construction MIX I.D.: 9349
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 05/23/2000
PLANT: 29 TIME SAMPLED: 8:40am BY: S
SPECIFICATION REQUIREMENTS WEATHER CONDrrlONS: Clear, su
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F) - AIR 75 F O
SLUMP: 3-5" TRUCK NO: 739 TICKE
AIR: N/A AIR CONTENT (%): 2.2
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
Panel 37
REPORT OF TESTS
AC
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (Mch~) TESTED (days) (ibs. brce)
3 1 5.25 05/30/2000 7 111070
3 2 5.25 05/30/2000 7 113360
Average
3 3 5.25 06/20/2000 28
3 4 5.25 06/20/2000 28
a division
8901 Carpenter Frwy., Suite #100
Dalln% Texas 75247
Report Date
06/05/2000
ommerce Center
leltline (Bldg. A)
Texas
field test and cast
BATCH TIME: 7:30am
aane Spinks
any
)NCRETE: 81 F
rNO: 535173
T WEIGHT (per): N/A
CUMULATIVE YARDS: 250
UOMPRESSIVE
STRENGTH
(psi)
393O
4010
3970
FRACTURE
TYPE
Technician: Shane Spinks
Report Distribution:
(1) Transwestern Property Company
(1) O'Brien & Associates
(1) Technistxuctures, Inc.
( 1 ) Butler Construction
Started: 3:00am
(i) City of Coppell
( 1 ) City of Coppell
Finished: 10:00am
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without thc wr
neerlng, Inc.
Eugene Harbour
Vice President
approval of HBC Engineering, Inc.
01LL Page 3 of 3