Northlake 635(5)-LR000630( ONCRETE COMPRF IVE STRENGTH TES
Date of Service:
Client No.:
Client:
06/01/2000
85229000
Transwestern Property Company
Attn: James C, aspard
12221 Merit Drive, g450
Dallas TX 75251
Report No.: 0014375
Project No.: 94991457
Project: Coppcll Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Services: Obtain samples of flesh concrete at the placement locations, perform required field test and cast
compressive strength samples.
co~rraAcrog: Butler Construction
CONCRETE SUPPLIER: Pioneer
~,t~NX: 27
svEcnnc~TioN a~Qt~mv_ziEm~
S~_~GTa: 4000 psi @ 28 Days
SLt~fl': 3-5"
Am: N/A
TEST M~"mOD: ASTM C- 143
ASTM C-172
ASTM C-31
PROJECT DATA
~ u).: 9349
PLACEMENT DATE: 06/0112000 BATCH TIM~: 8:55am
TIME SAMPLED: 9:50am SY: Chris Eubanks
WF.A'r~R CoNDmONS: sunny
TI~O~iO, TUI~ fi)- Am N/A r CONCRgrg: 78 F
T~UCKnO: 653 Tic~rr NO: 508637
Am com'v,~rr (~,): N/A t~UT w-~g;m' (i~: N/A
PLACEMENT LOCATION:
Leaveout on Building B, lines A Ihrough M and I through 10
SAMPLE LOCATION: line 10 at line L
REPORT OF TESTS
ACCUMUI~TIVg YARi~: 50
CYLRqDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. 0-~h~) ~ (day~) ~ force) Cml)
I I 7.00 06/08/20~ 7 81510 2880
I 2 7.00 06/08/~ 7 80280 2840
Average 2860
FRACTUaE
I 3 7.00 06/2912000 28 103880 3670
1 4 7.00 06/29/2000 28 100970 3570
, _ Average 3620
' ' i !IPLIES
· "-'~?: ~?.,-?:.~rt complies with
,-,,..~;~.? plans/specifications
; d understanding ~
~ase on our
of the requimmenta.
This report is exclusively for the use of the client inaicated above and shall not be reproduced excc~ in full without ~be written approval of HBC Eagiac~, Inc.
01SDS Page I of 2
( ONCRETE COMPRE IVE STRENGTH TES )
Date of Service: 06/01/2000
Client No.: 85229000
Client: Transwestern Pro~ Company
Attn: James Gasp
12221 Merit Drive, g450
Dallas TX 75251
8901 Carpenter Frw y . Suite ~1~
Report No.: 0014375
Project No.: 94991457
Project: 'Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Report Date
06f30/~
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
STRENGTH:
SLUMP:
Alit:
TEST METHOD:
co~rr~nc'roa: Butler Construction
CONCRE'YE SUPPLIER: Pioneer
P~A~rr: 27
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
3-5"
N/A
ASTM C-143
ASTM C-172
ASTM C-31
PROJECT DATA
M~X ~.: 9349
P~C~M~'r RATE: 06/0112000 BAXC~ X~m: 12:35pm
~ SaWn'LED: l:00pm sv: Chris Eubanks
WEATHER CoNDmONS: sunny
TEMPERATURE iF)- Am 90 F CONC~E: 85 F
TRUCK NO: 924 X~Cm NO: 508657
Am CONTE~ ('~): NIA UNIT WEK;~rr (pd): N/A
PLACEMENT LOCATION:
Leaveout on Building B, lines A through M and lines 1 through 10
· SAMPLE LOCATION: line A at line 4
REPORT OF TESTS
ACCUMULATIVE YARi~: 130
CYLINDER MEASURED
MARKED SLUMP
SET NO. (hlches)
2 I 6.75
2 2 6.75
2 3 6.75
2 4 6.75
DATE
06/29/2OO0
MAXIMUM - COMPRESSIVE
AGE LOAD STBENGTI!
(dnys) ~ toter) (.mi)
7 93930 3320
7 90070 3190
Average 3260
28 115920 4100
28 115060 4070
Average 4090
FRACTURE
T_,eh, aamu Chris Eubanks
Report I~xibuaon:
(t) Tr~we~ Property Company
(1) O'Brien & Associa~
(l) Tod~fi~nw. mt~, Inc.
(!) Butler ~
Starml: 7:00am
(1) City of Coppell
(1) city of Coppefl
l~l: 3:00pm
Vice President
This t%~ort is cxclusively for the use of the client indicaMd above and shall not be r~produced except in full without thc wrilM~ aplm~vai of HIJC lbl~Jnf~, inc.
OISD~ Page 2 og 2
'CONCRETE COMPR SIVE STRENGTH
Date of Service:
Client No.:
Client:
06/21/2000
85229000
Transwestem Property Company
Atto: James G-aspard
12221 Merit Drive, g450
Dallas TX 75251
Report No.: 0016229
Project No.: 94991457
Report Date
06/30/2000
Project: Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
STRENGTH:
SLUMP:.
AIR:
TI~T METHOD:
co~rrancroR: Butler Construction
CONCRETE SUPPLIER: Pioneer
~,~er: 22
SPEC~ICATION REQUI~
4000 psi @ 28 Days
5.0" Max
3-5%
ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
lmX I~.: 9351
PLACEMENT DATE:
~ SAMPLED: 5:15am
WEATIIER CONDrrIONS:
TEMI~RATUiiE (lq - Am
~u~ ~: 1011
~m co~ (~: N/A
~~ ~A~ON:
06/21/2000' SA~X~: 4:30am
sv: Steve Campbell
Cloudy
72 v CONC~"n~: 84 V
TIc~rNo: 566727
trnrr w~m~rr ~: NIA
Sample taken from Iruck.
SAMPLE LOCATION: 50' W x 25' N of NW comer of bldg.
REPORT OF TESTS
ACCUMULA~ YAR~: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET tqo. ¢~) TF.~'gD ~ (days) 0In. f~e) (psi) TYPE
I 1 6.00 06/28/2000 7 112320 3970
I 2 6.00 06/28/2000 7 109440 3870
Avernge 3920
I 3 6.00 07119/2000 28
I 4 6.00 07119/2000 28
This report is exclusively fo~ the use of the client indicated above and shah not be reproduced except in full without Ihe writlen approval of HBC ~ Inc.
0ILL Page I of 4
'CONCRETE COMPRE( SIVE STRENGTH TE )
Date of Service: 06/21/2000 Report No.: 0016229
Client No.: 85229000 Project No.: 94991457
Client:
Services:
Transwestern Property Company
Atto: lames Craspard
12221 Merit Drive, #450
Dallas TX 75251
Project: Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Obtain samples of fresh concrete at the placement locations, perform required field .test and cast
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CO~FRACTOa: Butler Construction
CONCRETE SUPPLIER: Pioneer
pL~t~rr: 22
srEcn~cA~oN REQumm~rrs
STRENGTH: 4~ psi ~ 28 Days
5.0" M~
3-5%
AS~M C-143
AS~ C-172
~TM C-39
PROJECT DATA
M~X UX: 9351
P~A~ DATE: 06/21/2000 BA~CI~ TIM~: 6:32am
TIME SAMPLED: 7:00am BY: Steve Campbell
WV, THEa cosemo~: Cloudy
TEMPERA~ (F)- MR 76 1~ CONCRETE: 85
TRUCE~qO: 736 TiCr~rNo: 566736
AIR CoLvrlmT (%): N/A olvrr wgI(~lrr (pcf):. N/A
PLACEMENT LOCATION:
Sample taken from thick.
SAMI)LE LOCATION:
35' N from NW comer of bldg.
REPORT OF TESTS
ACCUMULATIVE YARD~: 10
CYLINI~R
SET NO.
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH FRACTURE
~) TESTED (d~ys) ~ force) (p~l) TYPE
2 1 6.00 06/28/2000 7 103520 3660
2 2 6.00 06/:28/2000 7 107880 3810
Average 3740
2 3 6.00 07/19/2000 28
2 4 6.00 07/19/2000 28
~ ~x)tx is exclusively for the use of the client indicated above and shall not be ~p~-oduced exceM in full without the writsen approval of HBC End. ming, Inc.
Page 2 of 4
'CONCRETE COMPR SIVE STRENGTH
8901 ~ Fr~., Suite #100
~ 7~247
Date of Service: 06/21/2000
Client No.: 85229000
Report No.: 0016229
Project No.: 94991457
Report Date
O6/3O/20OO
Client: Transwestem Property Company Project:
Atto: James Oaspard
12221 Merit Drive, #450
Dallas TX 75251
Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
cowraAcToa: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLA~rr: 22
SPECWlCATION ~~
STimUli: 4000 psi @ 28 Days
5.0" Max
3-5%
ASTM C-143
ASTM C-172
ASTM C-39
SAMITE LOCATION: See below
PROJECT DATA
M~XU).: 9351
1,~ACEM~t~r I)ATE: 06/21/2000 BA~I ~IE: 8:30am
~a~ SAM~L~n): 9:10am BY: Steve Campbell
WEATHER CONDITIONS:
TEMPERATURE (F). Am
TgUCKNO: 1882
Am cowrlmT (%): N/A
PLACE, MFA~ LOCATION:
Partly cloudy
79 F CONCR~'r~: 84 F
TICK~TNO: 566751
uNrr w~Ia~rr ~): N/A
fi'om Uuck.
REPORT OF TESTS
ACCUMULATIVE YARD~: 10
CYLINDER
SET NO.
MEASURED MAXIMUM COMPRF, SSlVE
SLUMP DATE AGE LOAD STRENGTH FRk~
(inches) TESTFA) ~ (days) (nm for~) (psi) TYPE
3 I 6.00 06/28/2000 7 87000 3080
3 2 6.00 {)6/28/2000 7 92110 3260
~ Average 3170
3 3 6.00 07/19/2000 28
3 4 6.00 07/19/2000 28
Sample location: 25' N x 50' E from
the NW corner of building
This rcpofl is exclusively for thc usc of the client indicated above and shell not bc rcpmduccd except in full without the written aMxoval of HBC E~ineering, Inc.
01LL Page 3 og 4
'CONCRETE COMPR/ SIVE STRENGTH
8901 Carpemter
Date of Service: 06/21/2000
Client No.: 85229000
Report No.: 0016229
Project No.: 94991457
Report Date
06/30~000
Client: Transwestem Property Company Project:
Ami: James Gaspard
12221 Merit Drive, 0450
Dallas TX 75251
Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
Am:
TE~T METHOD:
cotontnca~m Butler Construction
CONCRWrE SUPPLIER: Pioneer
PLAWr: 22
SPECH~ICATION REQUIREM~. NTS
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.D.: 9351
PLACEMENT DATE: 06/21/2000 BATCH TIME: 9:10am
TIME SAMPLED: 9:55am BY: Steve Campbell
WEATIIER CONDITIONS:
TEMPE~ iF) - Am
TRUC~NO: 1883
AiR cowrE~ (~): N/A
PLACEMENT LOCATION:
Partly cloudy
78 F CONCRETE: 84 it
~c~rNO.. 566757
vnrr W~lGgr L~: NIA
Sample taken from truck.
REPORT OF TESTS
ACCUMULA~ YARDS: 10
01LL
CYUND~R MEAS~
MARKED SLUMP DATE AGE
SET NO. (ind~) TESTED ' (d~y~)
4 1 6.50 06/2812000 7
4 2 6.50 06/2812000 7
10050O
109780
Average
3550
3880
3720
4 3 6.50 07119/2000 28
4 4 6.50 07119/2000 28
Sample location: 35' N x 85' E from NW corner of
Tedmkion: Steve Campbell
~ Distribution:
(1) Tra~wmma Prolm~y Company
(!) O~im & Associates
( 1 ) Tez:lmi.fmactm~. Inc.
(1) ~ ~m
building
Startea: 3:00am l~ashea: ll:OOam H~
(1) City of Coppeil
(1) City of Coppell Eugene Harbour
Vice President
This repc~ is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri~ ~oval of HBC Eagim~i~,, Inc.
Page 4 of 4