Northlake 635(5)-LR000417C6NCRETE COMPR SIVE STRENGTH
Date of Service:
Client No.:
Client:
0311512000
85229000 i
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, ~450
Dallas TX 75251
Report No.: 0007132
Project No.: 94991457
Project:
8901 Carpenter Frwy. Suite
R~ ~te
~17~
CoppelI 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:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STaENGTII: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
^$TM C-39
SAMPLE LOCATION: L.5/1.5
PROJECT DATA
M~XLD.: 9349
PLACEMENT DATE:
TIME SAMPLED: 4:30am
WF.~ CONDITIONS:
TEMPERATURE (F) - Am
TRUCKNO: 853
~m coro~ENT (~): N/A
PLAINT LOCATION:
Slab-on-grade D.3-M/l-5
Sampled from truck.
03/15/2000 BATCH TIM~: 4:00am
BY: Greg Dimock
Cloudy
58 r coNcnz'rz: 69
TXCKETNO: 503087
tuvrr wzmn'r ~t): N/A
Note: Subgrade is covered with plastic V.B, underneath is ,mlmow~
REPORT OF TESTS
ACCUMUlaTIVE YARBG: 10
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM COMPRES~
SLUMP DATE AGE LOAD STRENGTiI FILa.~
(inches) TESTED (days) Obs. force) (IM) TYPE
I 1 4.50 03/22/2000 7 113670 4020
I 2 4.50 03/22/2000 7 116180 4110
Average 4070
1 3 4.50 04/12/2000 28 150830 5330
1 4 4.50 04/12/2000 28 148700 5260
Average 5300
01LL
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full wflhout the written approval of HBC Engineering, Inc.
Page 1 of 7
I ;
coNCRETE COMPR SIVE STRENGTH
Date of Service: 03/15/2000 Report No.:
Client No.: 85229000 Project No.:
· I I
0007132
94991457
8901 Carpent~ Frwy., Su~ #1~0
04/17/2000
Client: Transwestem Property Company Project:
Attn: James Gaspard
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:
AI~:
TEST METHOD:
co~rBAcTom Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQLrIREMEN'I~
SXRENGxn: 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~XI.~.: 9349
l~C~ DnTE: 03/1512000 BATCH ximg: 4:40am
Tmm SnM~L~: 5:20am aY: ~g D~k
~R co~mo~:
~~ ~ - Am
~UCK~O: 108
mco~(~): N/A
~~ L~ON:
S~ ~m ~ck.
REPORT Ov TESTS
CYLINDER MEASURED I
MARKED SLUMP DATE AG]~
SET NO. (inches) TESTED (day~)
2 1 5.00 03/22/2000
2 2 5.00 03/22/2000
Cloudy
57 F CONCggrg: 69
X~C~rNO:. 503097
trm'rw~owr~:NIA
ACCUMULATIVE YARD6:10
LOAD STR~IG~J
(11~. for~) (1~'
135310 4790
137950 4880
Average 4840
2 3 5.00 04/12/2000 25 148540 5250
2 4 5.00 04/12/2000 28 150110 5310
Average 5280
FRA~
TYPE
01LL
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, Inc.
Pa~e 2 of 7
I
CONCRETE COMPR SIVE STRENGTH
Date of Service:
Client No.:
Client:
Services:
03/15/2000
85229000
Report No.: 0007132
Project No.: 94991457
Report Date
04/17/2000
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, 8450
Dallas TX 75251
Project: Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Obtain samples of fresh concrete at the placement locations, perform requffed field test and cast
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQ~S
STRENGTH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: J/4.5
PROJECT DATA
M~x u~.: 9349
PLACEMENT DATE:
TEsta SAMrU~: 6:10am
WEATHER CONDITIONS:
~TURE (~). Am
TRUCKNO: 747
nm CONTV_~r (~): N/A
PLAC~ LOCATION:
03/15/2000 ~,TCa Tiara: N/A
aY: Cn'eg Dimock
Cloudy
58 r co~cRETE: 70 r
TIC~/~T~O: N/A
tnn-rr w~xawr (~): N/A
Sampled from truck.
REPORT OF TESTS
ACCUMULATIVEYARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIblE
MARKED SLUMP DATE AGE LOAD STRENGT,~ FRACTURE
SET NO. (inches) TESTED (days) (ll~. force) (IM) TYPE
3 1 6.50 03/22/2000 7 112930 3990
3 2 6.50 03/22/2000 7 113080 4000
Average 4000
3 3 6.50 04112/2000 28 141440 5000
3 4 6.50 04112/2000 28 138800 4910
Average 4960
01LL
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ~n approval of HBC Engineering, Inc.
Pa~e 3 of 7
I
CONCRETE COMPR SIVE STRENGTH
8901 Carpenter Frwy., ~ #100
Date of Service: 03/15/2000
Client No.: 85229000
Client: Transwestem Property Company
Attn.; James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Report No.:
Project No.:
Project:
0007132
94991457
RePOrt Date
04/17/2000
Coppell Commerce Center
1234 Dxkeshore (Bldg. B)
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUM~:
Am:
TEST IVlETHOD:
CONTaACroa: Buffer Construction
CONCm~TE St~PLmR: Pioneer
PLANT: 22
SPEC~CA~ON ~~~
~NG~: ~ psi ~ 28 Days
5.0" M~
N/A
AS~ C-143
AS~ C-172
AS~ C-39
SAMPLE LOCATION: I/1.5
PROJECT DATA
MIX I.D.: 9349
PLACEMENT DATE: 0311512000 BATCll TIM~: N/A
TIM~SaM~L~: 7:10am BY: Greg Dimock
WF~TIIER CoNDmoNs:
TEMPERATURE (F) - Am
TRUCK NO: 84~
Am CONTENT (~): N/A
PLACEMENT LOCATION:
S~ page 1
Cloudy
59 F CONCRgI~: 69
TICK~'TNO: 503118
tn~rrw~la~r(~0: N/A
Sampled from Iruck.
REPORT OF TESTS
ACCUMULATIVEYARDS: 10
CYLINDER MEASURED MAXIMUM COMPBF. SSI~E
MARKED SLUMP DATE AGE LOAD STRKNG~.~I FRACTURE
SET NO. (inches) TESTED (days) Obs. force) (IM) TYP~
4 1 6.00 03/22/2000 7 104930 3710
4 2 6.00 03/22/2000 7 109680 3880
Average 3800
4 3 6.00 04112/2000 28 134240 4750
4 4 6.00 04112/2000 28 135970 4810
Average 4780
01LL
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the written approval of HBC En~ineerin$, lnc,
Pa~4 of 7
CONCRETE COMPRI IVE STRENGTH)
Date of Service: 03/15/2000 Report No.: 0007132
Client No.: 85229000 Project No.: 94991457
Client: Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Services:
Report Date
04/17/2000
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:
COtCrgnCTOR: Butler Construction
CONCRETE SUPPLmR: Pioneer
PLANT: 22
SPECIFICATION REQ~
STRF~aTH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: G/3
PROJECT DATA
~ L~.: 9349
eL~C~rr OATE: 03/15/2000 BATClt X~m: N/A
~ sa~fln.v-m 8:20am aY: Greg Dimock
Cloudy
60 r CONC3trr~: 71 r
~c~z'rNo: 503131
uNrr~(~: N/A
Sampled from m~ck.
REPORT OF TESTS
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM COMPRE$~I~
SLUMP DATE AGE LOAD STRENGTd lr~A~
(inches) TESTED (days) (lbs. force) (p~l~ TYPE
5 1 5.50 03/22/2000 7 119840 4240
5 2 5.50 03/22/2000 7 ' 125800 4450
Average 43.50
5 3 5.50 04/12/2000 28 145500 5150
5 4 5.50 04/12/2000 28 141350 5000
Average ~
0ILL
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writwn aPProVal ofHBC Engiaeering. Inc.
Pa~e 5 of 7
I
coNCRETE COMPR SIVE STRENGTH
8gOl Carpenter lt~-~r. 5uit~ #1~
Date of Service: 03/15/2000 Report No.: 0007132
Client No.: 85229000 Project No.: 94991457
Client: Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, ~/450
Dallas TX 75251
Report Date
04/17/2000
CoppeH 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:
CONT~O, CTOa: Butler Construction
CONCRETE SUPPLIER: Pioneer
P~,NT: 22
SP~CmCATION REQUnU~m~rs
STRENGTH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: F/4
PROJECT DATA
MXXrO.: 9349
PLA~ DATE: 03/15/2000 BATCH ~az: 9:20am
~s~oou~: 9:50am ~¥: Greg Dimock
WF~THER CONDITIONS:
~wcg ~o: 730
sm CONTENT (%): N/A
PLACEMENT LOCATION:
See pase !
Cloudy
61 F coNc~m-r~-: 71 F
TIcggr No: 474712
tnvrr w~Girr (~0: N/A
Sampled from mack.
REPORT OF TESTS
sc~Tivz YSm~s: 10
CYLINDER
MARKED
SET NO.
MEASUR~ MAXEWo~ COM~RF.~
SLUMP DATE AGE LOAD ~IIENG~.~I
(inches) TESTED (days) ~ force) Cml?
6 1 5.00 03/22/2000 7 116630 4120
6 2 5.00 03122/2000 7 116180 4110
Average 4120
6 3 5.00 04/12/2000 28 131230 4640
6 4 5.00 04/12/2000 28 130040 4600
Averse 4620
01LL
This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without the written approval of HBC F.,ugin~z~g, Inc.
Page 6 of 7
cONCRETE COMPR SIVE STRENGTH
Date of Service:
Client No.:
Client:
Services:
03/15/2000
85229000
Report No.: 0007132
Project No.: 94991457
Report Date
0411712000
Transwestem Property Company
Arm: James Gaspard
12221 Merit Drive, g450
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~rr~cTom Butler Construction
CONCmm~ S'U~U~m: Pioneer
PL~Vr: 22
~EC~CA~ON ~~
s~~: ~ psi ~ 28 Days
5.0" M~
N/A
AS~ C-143
AS~ C-172
ASTM C-39
SAMPLE LOCATION: El2
PROJECT DATA
mxux: 9349
PLACEMENT DATE: 03115/2000 snxc~ T~Z: lO:20am
TII~SnMr~.~n: Il:lOam llV: GregDimock
WEA~ CONDITIONS:
TEMI~RATURg (F). Am
TaUCKNO: 923
nm COm'~NT (~): N/A
PLA~ LOCATION:
Partly cloudy
76 r coNcagm: 70 r
mmcs~wo: 474722
tm'rr w~Gm' (l~: N/A
Sampled from track.
REPORT OF TESTS
AC~MULATFv-g YAMS: 10
CYLINDER
MARKED
SET NO.
biEASURED
SLUMP
(~)
7 1 4.75
7 2 4.75
7 3 4.75
7 4 4.75
DATE
TESTED
03/22/2000
03/22/2000
04/12/2000
04112/2000
MAXIMUM COMPRiSIng
AGE LOAD s'rRd~K~Td
(days) O~ for~) ~
7 116750
7 117320
Average
4130
4150
4140
28 143910 5090
28 144520 5110
Average 5100
0ILL
Technician: Greg Dimock
Report Distribution:
(1) Transwcstcrn Property Compauy
(1) O'Bfieu & Associates
(l) Technistmctures, Inc.
(l) Butler Construction
Started: 3:00am
(1) City of Coppell
(i) City of Coppell
Fmahed: 12:00pm
Paul D. Sumith, P.E.
Senior Project Engineer
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wriUen approval of HBC Ea~iaem'iag, lac.
Page 7 of 7
CONCRETE COMPR SIVE STRENGTH
Date of Service:
Client No.:
04/06/2000
85229000
Report No.: 0009244
Project No.: 94991457
Report Date
04/1712000
Client:
Transwestern Property Company
Atto: James G-aspard
12221 Merit Drive, 0450
Dallas TX 75251
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.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETZ StU'l'Lm~ Pioneer
PL~rT: 22
SPECIFICATION REQUIREMENTS
SXRENGTH: 4000 psi @ 28 Days
5.0" Max
4-6%
ASTM C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
225 & 226
PROJECT DATA
~ux: 9349
PLACEMENT DAT~: 04/06/2000 BATCli x~m: 3:45am
~SAt~LV.~: 4:30am BY: Te~ D S~
~R CO~O~: C~I
~~~.~m 56 v co~c~: 71 g
~u~o: 852 ~~o: 530232
~ co~ (~): 4.0 ~ ~a~ (~: N/A
~C~ ~A~ON:
REPORT OF TESTS
ACCUMULATIVE YAIIDS: 50
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM COMPBESS~E,,
SLUMP DATE AGE LOAD STRI~C-. tit FRACI1JR[
(inches) TESTED (days) (lbs. force) (!~) TYPE
1 1 5.50 04/13/2000 7 110930 3920
1 2 5.50 04/13/2000 7 113080 4000
Average 3960
1 3 5.50 05/04/2000 28
1 4 5.50 05/04/2000 28
0ILL
This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page 1 of 3
I
CONCRETE COMPR SIVE STRENGTH
Sg01 Cm'lmm~ l~rwy., ~
Date of Service: 0410612000
Client No.: 85229000
Client:
Transwestem Property Company
Atto: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Report No.: 0009244
Project No,: 94991457
Report Date
04/17/2000
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.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENa~: 4000 psi @ 28 Days
5.0" Max
4-6%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
255 & 256
PROJECT DATA
·nx ~.D.: 9349
PLACEMENT DATE: 04/06/2000 BATCH tayto: 7:45am
~S~Lk~n: 8:30am SY: TerryL. Smith
WEATIIER CONDITIONS:
TEMPERATIIRg (F) - Am
TaUCKNO: 852
am coNTort (~): 5.0
P~~ ~A~N:
Cool
66 r CONCRmX: 70
TIcxrrNo: 530246
tr~rrr w~aax ~: N/A
REPORT OF TESTS
ACCUMULATIVE YARDS: 2~0
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
3 I 5.75
3 2 5.75
3 3 5.75
3 4 5.75
04/13/2000
04/13/2000
05/04/2000
05104/2000
AGE LOAD STRENC fit
(days) (i~ fore,) (p~)
7 133020 4700
7 137100 4850
Average 4780
28
28
FRACTURE
Technician: Terry L. Smith
Report Distribution:
(1) Transwestem Property Company
(1) O'Brien & Associa~s
(1) Teclmis~ructures, Inc.
(1) Butler Construction
StartS: 3:00am
(1) City of Coppell
(1) City of Coppell
~ E~'~g, Inc,
Paul D. Smith, P.E.
Senior Project Engineer
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, Inc.
Page 3 of 3