Northlake 635(5)-LR000504CONCRETE COMPR oSIVE STRENGTH TES
Date of Service: 04/25/2000
Client No.: 85229000
Client:
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Report No.:
Project No.:
Project:
~, INC
a division of'lim-~un
8901 Carpenter Frwy., Suite #100
Dallan, Texas 75247
0010954 Report Date
05/04/2000
9499145~
Coppell (~ommerce Center
1221 S. ]~eltline (Bldg. A)
Coppell, [Texas
Services: Obtain samples of flesh concrete at the placement locations, perform require
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
S~aU~NG~: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
PROJECT DATA
MIX I.D.: 9349
PLACEMENT DATE: 04/2512000
TIME SAMPLED: 4:35am BY: G
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 57 F c~
TRUCK NO: 842 TICKE
AIR CONTENT (%): N/A tmu
PLACEMENT LOCATION:
Slab-on-grade
Sampled from pump.
SAMPLE LOCATION: L.5/9.5
REPORT OF TESTS
AC
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
finches) TESTED (days) (lbs. force)
1 I 8.00 05/02/2000 7 79430
1 2 8.00 05/02/2000 7 84810
Average
I 3 8.00 05/23/2000 28
1 4 8.00 05/23/2000 28
This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without the wril
0ILL Page 1 of 7
field test and cast
BATCH TIME: 3:55am
reg Dimock
)NCRETE: 75 F
rNO: 531359
r WEIGHT (pal'): N/A
2UMULATIVE YARDS: 10
2OMPRESSIVE
STI~.ENGTH
(psi)
2810
3000
~10
FRACTURE
TYPE
ten approval of HBC Engineering, Inc.
CONCRETE COMPR ' SIVE STRENGTH TES
Date of Service:
Client No.:
Client:
Services:
00/25/2000
85229000
Report No.: 0010954
Project No.: 9499145~
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, 0450
Dallas TX 75251
Project: Coppell
1221 S.
Copper
Obtain samples of fresh concrete at the placement locations, perform require
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRAc'rOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
SWREN(;Tn: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: L.3/8.2
PROJECT DATA
MIX LD.: 9349
PLACEMENT DATE: 00/25/2000
TIME SAMPLED: 5:20am BY: G
WEATHER CONDITIONS: Clear
TEMPERATURE (F)- Am 58 F c¢
TRUCK NO: 32 TICKE'
Am co~rr~NT (%): N/A
PLACEMENT LOCATION:
See parc 1
Sampled from truck.
REPORT OF TESTS
AO
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
2 1 4.00 05/02/2000 7 121050
2 2 4.00 05/02/2000 7 120430
Average
2 3 4.00 05/23/2000 28
2 4 4.00 05/23/2000 28
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ
01LL Page 2 of 7
ElxUdNEERI~, II~
a aivision o/1;mmcnn
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/04/2000
)mmerce Center
leltline (Bldg. A)
texas
d field test and cast
BATCH TIME: 4:40am
:eg Dimock
~NCRETE: 75 F
~No: N/A
WEIGHT (per): N/A
:UMULATIVE YARDS: 10
:OMPRESSIVE
STRENGTH
(psU
4280
4260
4270
en approval of HBC Engineering, Inc.
CONCRETE COMPREoSIVE STRENGTH TES ·
Date of Service:
Client No.:
Client:
Services:
04/25/2000
85229000
Report No.: 0010954
Project No.: 9499145~
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, 9450
Dallas TX 75251
Project: Coppell
1221 S.
CoppeH
Obtain samples of fresh concrete at the placement locations, perform requir{
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
COm~O, CTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLA~r: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: K.5/6
PROJECT DATA
Mm[O.: 9349
PLACEMENT DATE:
TIME SAMPLED: 7:00am
WEATHER CONDITIONS:
TE~PE~TURE (v)- AIR 59
TRUCK NO: 32
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page 1
04/25/2000
BY: G
Clear
F C(
TICKE'
Sampled from truck.
REPORT OF TESTS
AC~
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
3 1 5.00 05/02/2000 7 110410
3 2 5.00 05/02/2000 7 113080
Average
3 3 5.00 05/23/2000 28
3 4 5.00 05/23/2000 28
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 3 of 7
a aivision oflrarrm:ma
8901 Carpenter Frwy., Suite #100
Dnllnn, Texas 75247
Report Date
05/04/2000
,mmerce Center
~eltline (Bldg. A)
texas
I field test and cast
BATClt TIME: 6:30am
~g Dimock
)NCRETE: 76
rNO: 531380
~ W~IGHT (p~: N/A
:UMULATIVE YARDS: 10
~,OMPRESSIVE
STRENGTH
(ps~)
39~
40OO
39~0
en approval of HBC Engineering, lac.
CONCRETE COMPRE $IVE STRENGTH TES
Date of Service:
Client No.:
Client:
Services:
04/25/2000
85229000
Report No.: 0010954
Project No.: 9499145~
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 requir~
compressive strength samples.
SLUM~:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQU~NTS
STRENGTH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: L.5/4
PROJECT DATA
M~X I~.: 9349
PLACEMENT DATE:
TIME SAMPLED: 8:45am
WEATHER CONDITIONS:
TEMPERATURE (F)- AIR 60
TRUCK NO: 833
Am CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
04/25/2000
BY: G
Clear
F C(
TICKE'
Sampled from truck.
REPORT OF TESTS
AC~
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inch.) TESTED (days) (lbs. force)
4 1 5.00 05/02/2000 7 107010
4 2 5.00 05/02/2000 7 106290
Average
4 3 5.00 05/23/2000 28
4 4 5.00 05/23/2000 28
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 4 of 7
a division ofl~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/04/2000
ommerce Center
~eltline (Bldg. A)
Fexas
d field test and cast
BATCH TIME: 8:10am
reg Dimock
~NCRETE: 75 F
;NO: 531398
r W~iG~rr (pc0: N/A
:UMULATIVE YARDS: 10
:OMPRESSIVE
STRENGTH
(psi)
3780
3760
3770
FRACTURE
TYPE
approval of HBC Engineering, Inc.
CONCRETE COMPResSIVE STRENGTH TES
Date of Service:
Client No.:
Client:
04/25/2000
85229000
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Report No.: 0010954
Project No.: 9499145~
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
PLAInt: 22
SPECIFICATION REQUIREMENTS
STa~OTm 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: K.5/2
PROJECT DATA
M~X LO.: 9349
PLACEMENT DATE: 04/25/2000
TIME SAMPLED: 10:30am BY: G
WEATHER CONDITIONS: Clear
TEMPERATURE (F)- Am 68 1~ CC
TRUCK NO: 745 TICKE~
Am co~vr (%): N/A
PLACEMENT LOCATION:
See page !
Sampled from U'uck.
REPORT OF TESTS
AC{
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (dnys) (lbs. force)
5 1 5.25 05/02/2000 7 104780
5 2 5.25 05/02/2000 7 106570
Average
5 3 5.25 05/23/2000 28
5 4 5.25 05/23/2000 28
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ~
01LL Page 5 of 7
ENCdNEERI~, II~
a division ofl~tl-~l~
8901 Carpenter Frwy., Suite
Dnlln~, T~xas 75247
Report Date
05/04/2000
',ommerce Center
leltline (Bldg. A)
Fexas
d field test and cast
BATCH TIME: 9:24am
~g Dimock
,NcRETE: 76
531413
W~XGHT (~e0: N/A
:UMULATIVE YARDS: 10
:OMPRESSIVE
STRENGTH
(p~)
3710
3770
3740
~n approval of HBC Engineering, Inc.
CONCRETE COMPRE oSIVE STRENGTH TES
Date of Service:
Client No.:
Client:
04/25/2000 Report No.:
85229000 Project No.:
Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, 0450
Dallas TX 75251
SLUMP:
AIR:
TEST METIIOD:
a division of'Warr-~m
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
0010954 Report Date
05/04/2000
9499145~
Coppell ~ommerce Center
1221 S. t~eltline (Bldg. A)
Coppell, ~exas
Services: Obtain samples of fresh concrete at the placement locations, perform requir~
compressive strength samples.
PROJECT DATA
MIX I.D.: 9349
PLACEMENT DATE: 04/25/2000
TIME SAMPLED: lh40am BY: G
W~R CONDrrlONS: Clear
ax~n, ERnWtau~ 09- Am 73 F C(
TaUCKNO: 373 TICKE'
Am CONa~n'(~): N/A uNr
PLACEMENT LOCATION:
See page 1
Sampled from truck.
AC~
CONTRACTOm Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
REPORT OF TESTS
SAMPLE LOCATION: J/2.5
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
6 1 6.00 05/02/2000 7 100670
6 2 6.00 05/02/2000 7 100350
Average
6 3 6.00 05/23/2000 28
6 4 6.00 05/23/2000 28
This report is exclusively for the use of the clientindicated above and shall not be reproduced except in full without the writ~
0ILL Page 6 of 7
.d field test and cast
BATCH TIME: 11:03am
~g Dimock
,NCRETE: 77 F
NO: 531430
' W~:Gh'T (Pa: N/A
:UMULATIVE YARDS: 10
:OMPRESSIVE
STRENGTH
(psi)
3560
3550
3560
approval of HBC Engineering, Inc.
CONCRETE COMPResSIVE STRENGTH TES
Date of Service: 04/25/2000 Report No.:
Client No.: 85229000 Project No.:
Client: Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
0010954
9499145~
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
PLA~T: 22
SPECIFICATION REQUIREMENTS
STREN(;TH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 1.2/3.5
PROJECT DATA
MIX LD..' 9349
PLACEMENT DATE: 04/25/2000
T1MESAMPLED: 12:50pm BY: (~
WEATHER CONDITIONS: Clear
TEMPERATURE (F)- AIR 78 F cc
TRUCK NO: 852 TICKEq
nIR CO.rENT (~): N/A tn~r
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
AC(
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
7 1 8.00
7 2 8.00
7 3 8.00
7 4 8.00
DATE
TESTED
05/02/2000
05/02/2000
05/23/2000
05/23/2000
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 118400
7 113080
Average
28
28
8901 Carpenter Frwy., Suite #100
Dallan; Texas 75247
Report Date
05104/2000
lommerce Center
~eltline (Bldg. A)
rexas
d field test and cast
BATCH TIME: 12:36pm
'eg Dimock
,NCRETE: 79 F
' NO: 531438
w~m~iT (p~: N/A
UMULATIVE YARDS: 10
:OMPRESSIVE
STRENGTH
(psi)
4190
4000
4100
FRACTURE
TYPE
Technician: Greg Dimock
Report Distribution:
(1) Transwestem Property Company
(1) O'Brien & Associates
(1) Tcchnistructures, Inc.
(1) Buffer Construction
Started: 3:00am
(1) City of Coppell
(1) City of Coppell
Finished: 3:00pm
~ E~ring, Inc.
Pal
Sen
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ~
il D. Smith, P.E.
ior Project Engineer
approval of HBC Engineering, lac.
0ILL Page 7 of 7
CONCRETE COMPR IVE STRENGTH TES
Date of Service:
Client No.:
Client:
0410412000
85229000
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Report No.: 0009025
Project No.: 9499145~
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: 22
SPECIFICATION REQUIREMENTS
STREN~TI{: 3000 psi @ 28 Days
3.0" max
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
G.3/1, I-F1
PROJECT DATA
MXX I.D.: 9337
PLACEMENT DATE: 04/04/2000
TIME SAMPLED: h30pm BY: T~
WEATHER CONDITIONS: Clear
TEMPERATURE (F)- Am 73 F
TRUCK NO: 133 TICKE~
AIR CONTENT (%): N/A usr
PLACEMENT LOCATION:
Pier information and technician time: See Repo
REPORT OF TESTS
AC~
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 5.50
1 2 5.50
1 3 5.50
1 4 5.50
DATE
TESTED
04/11/2000
04/11/2000
05/02/2000
05/02/2000
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 104880
7 91080
Average
28 143550
28 144450
Average
a division of']~l-~t~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/04/2000
ommerce Center
~eltline (Bldg. A)
texas
d field test and cast
BATCH TIME: 12:20pm
;try L. Smith
~NCRETE: 78 F
NO: 530091
W~IGriT (p~: N/A
0OO09024
:UMULATIVE YARDS: 30
:OMPRESSIVE
STRENGTH
(psi)
3710
3220
3470
5080
5110
5100
FRACTURE
TYPE
Technician: Terry L. Smith
Report Distribution:
(1) Transwestem Property Company
(1) O'Brien & Associates
(1) Technisa'uctures, Inc.
(1) Butler Construction
Started:
(1) City of Coppcll
(1) City of Coppell
Finished:
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wfit~
Se~ ior Project Engineer
:n approval of HBC Engineering, Inc.
OILL Page I of 1