Northlake 635(5)-LR000613CONCRETE COMPResSIVE STRENGTH TES
Date of Service: 06/02/2000 Report No.: 0014512
Client No.: 85229000 Project No.: 9499145~
Client:
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Project: Coppell
1221 S.
Copper
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: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
3-5"
3-6%
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
PROJECT DATA
M~X I.D.: 9351
PLACEMENT DATE: 06/02/2000
TIME SAMPLED: 8:20am BY: 1~
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 79 F O
TRUCK NO: 756 TIC~
AIR CONTENT (%): 4.6 trNj
PLACEMENT LOCATION:
N end of parking lot of bldg. "A" panels #2, 59
Note: Upon arrival Potter Concrete had alread
REPORT OF TESTS
AI
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
1 1 5.50 06/09/2000 7 100350
1 2 5.50 06/09/2000 7 97530
Average
1 3 5.50 06/30/2000 28
1 4 5.50 06/30/2000 28
Sample location: 160' N, 230' E of NW corner of building "A"
01LL
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri
Page 1 of 3
ENC_dNEERI~, II~
a division oflfafm~nn
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/13/2000
',ommerce Center
eltline (Bldg. A)
rexas
d field test and cast
BATCH TIME: 7:48am
trio Villanueva
SCRETE: 84 F
NO: 566099
WEIGHT (pcf): N/A
,80
flaced 280 yards of paving.
:UMULATIVE YARDS: 290
:OMPRESSIVE
STRENGTH
(ps0
3550
3450
3500
FRACTURE
TYPE
ten approval of HBC Engineering, Inc.
CONCRETE COMPRE IVE STRENGTH TES' "
Date of Service: 06/02/2000
Client No.: 85229000
Report No.: 0014512
Project No.: 9499145~
Client: Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Coppell I
1221 S. !
Coppell,.
Services: 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
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: 9:40am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 032
AIR CONTENT (%): 5.0
PLACEMENT LOCATION:
See page 1
06/02/2000
BY: I~
Clear
78 F c~
TICKE
UN!
REPORT OF TESTS
AC
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
2 1 5.75
2 2 5.75
2 3 5.75
2 4 5.75
Sample location: 50' N,
DATE AGE
TESTED (days)
06/05/2000 3
06/09/2000 7
06/30/2000 28
06/30/2000 28
140' E of NW corner
MAXIMUM
LOAD
(lbs. force)
69630
97240
of building "A"
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 2 of 3
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/13/2000
ommerce Center
leltline (Bldg. A)
Texas
I field test and cast
BATCH TIME: 8:25am
trio Villanueva
)NCRETE: 82 F
rNO: 566106
r WEIGHT (pcf): N/A
:UMULATIVE YARDS: 350
;OMPRESSIVE
STRENGTH FRACTURE
(,psi) TYPE
2460
3440
en approval of HBC Engineering, Inc.
CONCRETE COMPRE IVE STRENGTH TES_
Date of Service: 06/02/2000 Report No.: 0014512
Client No.: 85229000 Project No.: 9499145¢
Client: Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Services:
Coppell (
1221 S. [
Coppell,
Obtain samples of fresh concrete at the placement locations, perform require
compressive strength samples.
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
PROJECT DATA
MIX I.D.: 9351
PLACEMENT DATE: 06/02/2000
TIME SAMPLED: 11:10am BY: 1M
8901 Carpenter Frwy., Suite #100
Dallas, Texas 7~247
Report Date
06/13/2000
:ommerce Center
,eltline (Bldg. A)
Fexas
d field test and cast
BATCH TIME: 10:20am
ario Villanueva
SLUMP:
AIR:
TEST METHOD:
SPECIFICATION REQUIREMENTS
STREN(;TH: 4000 psi @ 28 Days
3-6%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Panel #80
WEATHER CONDITIONS: Clear
TEMPERATURE (F). AIR 82 g c(
TRUCK NO: 846 TICKE'
AIR CONTENT (%): 4.2 tn~t
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
3 1 5.25
3 2 5.25
3 3 5.25
3 4 5.25
DATE
TESTED
MAXIMUM
AGE LOAD
(days) (lbs.~ree)
06/05/2000 3
06/09/2000 7
06/30/2000 28
06/30/2000 28
73650
88200
Technician: Marlo Villanueva
Report Distribution:
(1) Transwestern Property Company
(1) O'Brien & Associates
(1) Technislxuctures, Inc.
(1) Butler Construction
AC~
0ILL
Started: 7:30am Finished: 12:30pm ~
(1) City of Coppell
(I) 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 wri
Page 3 of 3
INCRETE: 84 F
rNO: 566109
~ w~m}rr (pa: N/A
:UMULATIVE YARDS: 380
:OMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
2600
3120
~ugene Harbour
Vice President
ten approval of HBC Engineering, Inc.