Northlake 635(5)-LR000407CONCRETE COMPRF VE STRENGTH
0ate of Service: 03/08/2000
Client No.: 85229000
Report No.: 0006461
Project No.: 94991457
Report Date
O4/O7/2OOO
Client: TranSwestem Property Company Project:
Attn: Jan~s Gaspard
12221 Merit Drive, ~450
Dallas TX 75251
Coppell Commerce Center
1234 Lakeshore (Bldg. Bi)
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:.
AIR:
TEST METIIOD:
cown~CrOR: Butler Construction
~$ta, i,t~m Pioneer
l,l~¢r: 27
81,~CHrlCATION REQ~
S~~: 3000 psi @ 28 Days
N/A
ASTM C-143
ASTM C-172
ASTM C-39
S~E LOCATION: see below
PROJECT DATA
M~X U}.: 9337
PLA~ DATE: 03/0~00 ~,Tcn TIME: l:32pm
amm~~ 2:25pm BY: Roy Montgomery
TaUCK NO: 852
xmcownmT (~): N/A
l'~~ LOCATION:
Clear
78 F CONCagrg: 72 r
TIcggr NO: 474528
uNrr w~.~n'r (In0: N/A
REPORT OF TESTS
ACCUMULATIVE YARD~: 40
MAR,K~D SLUMP DATE
NO. (indi~) ~
I I 6.00 03/15/2000
I 2 6.00 03/15/2000
AGE LOAD STRENGTH
(da~s) (lbs. force) (psi)
7 84830 3000
7 84240 2980
Average 2990
I 3 6.00 O4/05t2000
1 4 6,00 04/05/2000
28 124140 4390
28 119290 4220
Average 4310
Sample location: Piers H.5/11.5, H.5/ll, H.7/11.5
T~r. hnki~: Roy Montgomery
(I) Transwesm'n Prolm~ Company
(1) O'Brien & Associates
(1) Tedmismactures; Inc.
(1) Butler Comtructioa
(1) city of Cop~ll
(1) City of Coppoll
Paul D. Smith. P.E.
Senior ~noject nnSineer
T'nis rel~rt is exclusively for Ihe use of Ihe client indicated above and shall not be re~ ~ h ~ w~ ~ ~ ~ ~ H~ ~ ~'
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CONCRETE COMPRES VE STRENGT TES
Date of Service: 03/08/2000 Report No.:
Client No.: 85229000 Project No.:
8901 Carlmaer Frwy. Suite #100
Dalb~ T~zm 7S247
0006491 Report
Date
04/07/2000
94991457
Client: Transwestem Property Company Project:
Atto: James Oaspard
12221 Merit Drive, g450
Dallas TX 75251
Coppell Commerce Center
1234 IatkeShore (Bldg. B)
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUbIP:
AIR:
TEST METHOD:
com-anc~m Butler Construction
co~'~0~cu~: Pioneer
PLAwr: 22
SI~,CIIqCATION I~Q~
ST~: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
PROJECT DATA
MXX~n.: 9351
PLAC~/l~NT DATE: 03108/2000 ~TCn Xn~: N/A
~~: 6:54am BY: Joey Gordon
WEATHER CONDITIONS:
TEMH~,ATtr~E (19 - AIR
T~UC~ NO: 114
AIR CONT~Wr (~): N/A
Partly cloudy
63 F CONCRETE: 70
TICiI~r NO: 502706
trNrr w~mrr Cm~: N/A
PLACEMENT LOCATION:
plying from fro* southeast eummcc to 2~(Y noflh and 300' west (See attached skc~ch)
No~e: Sampled from mack.
REPORT OF TESTS
ACCUMULA~ YARDS: 10
CYLIND~ MEASURED MAXIMUM COMPRESSIVE
MA~D ~ DATE AGE LOAD STREN~Tll FRACTUI~
NO. (Inches) TESTED (day~) (11~ force) (pM) TYPE
1 I 5.50 03/15/2000 7 98980 3500
I 2 5.50 0311512000 7 97810 3460
Average ~0
I 3 5.50 04/0512000 28 119800 4240
I 4 5.50 04/05/2000 28 120430 4260
Average 4250
Sample location: 140' north of Lake Shore & 13' west of curb
0ILL
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering. lac.
Page lot3
CONCRETE COMPRES VE STRENGTH TES30
Date of Service: 03/0812000
Client No.: 85229000
Report No.:
Project No.:
I Ill
0006491
94991457
8901 Carpmt~ Fr~., Sulte #I~
~ Tm 7S~
III
~/07~
Client: Transwestern Property Company Project:
Attn: James Gaspard
12221 Merit Drive, g450
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.
CO~'aACTOa: Butler Construction
co~gi'r~scr~ma: Pioneer
~: 22
S~~ON ~U~
~~: ~ psi ~ 28 Days
~: 5.0" Max
~ N/A
~ ~o9: ~ C- 143
AS~ C-172
AS~ C-39
PROJECT DATA
mx ~u.: 9351
vcacm~avr haTE: 03108/2000 ~xc~ xn~m: 7:lSam
'ra~msasn~:. 8:12am ay: loey Gordon
TEMPERA3X~RE (1~- AIR
TRUCKh~O: 727
Am CONTI2qT (~): N/A
Seel~ge !
Sampled from truck.
Partly cloudy
65 it CONCagrg: 71 F
TIC~'T~O: 502718
tn, aT w~lca'r C,~0: N/A
SAMPLE LOCATION: 87' W of curb & 95' N of lake Shore
REPORT OF TESTS
ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MAUlfl~n SLUMP DATE ACE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lb. reree) (psi) TYPE
2 I 7.00 03/1512000 7 85550 3030
2 2 7.00 03/15/2000 7 87910 3110
Average 3070
2 3 7.00 04/05/2000 28 100630 3560
2 4 7.00 04/0512000 28 107760 3810
~ Average 3690
0ILL
This report is exclusively fo~ thc usc of thc client indicated ~ov¢ ~d shall n~ be reproduced except in full without thc written approval of HBC Eu~. hc.
Page 2of3
CONCRETE COMPRES VE STRENGTH TES )
a division of 'lfan'amn
8901 Carpenter Frwy., Sult~ #100
Date of Service: 03/082000
Client No.: 85229000
Report No.: 0006491
Project No.: 94991457
Report Date
04/07/2000
Client: Transwestem Property Company Project:
Attn: James G-aspard
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:
~ METHOD:
CO~'aAC'TOm Butler Construction
CONCI~'TE ~ri~Ll~: Pioneer
in,am': 22
SPECWICATION REQU~
STRE~TII: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
PROJECT DATA
mxu)-. 9351
PLACl~lli~r DATE: 03/08/2000 BATCil TIME: 8:05am
T~m~ 9:01~ ~v: J~y ~
~~CO~~: P~y cloudy
~~.A~ ~ F CONCh: 74 F
~cx~: 853 ~c~: 5~727
~C~ ~A~ON:
Sampled from truck.
REPORT OF TESTS
ACCUMULATIVE YARDS: 10
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (Inches) TESTED
3 I 6.50 03/15/2000
3 2 6.50 03/15/2000
MAXIM COMPRESSIVE
AGE LOAD STRENGTH
(~) 01~. r~ree) CmO
7 95680 3380
7 97810 3460
Average 3420
3 3 6.50 04/05/2000
3 4 6.50 04/05/2000
28 128500 4540
28 132020 4670
Average 4610
Sample location: 12§' W of curb & 120' N
Taelmidan: Joey Gordon
R~port Dimtb~tlon:
(I) Trm~swestem ~ Company
(1) O'Brien & Associatm
(l) T~, l~c.
iOILL
Startal: 5:00am
city of Coppen
O) City of Copp~
of Lake Shore
~aim~: 12:00pm
I"~ E~, Inc.
Paul D. Smith, P.E.
S~mor ~ ~
(!) Butler Consmsction
This reiMfl is exclusively for the use of the client indicated above and shall not be re~ except in full without the written approval of HBC Engineering. Inc.
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