Northlake 635(5)-LR000330CONCRETE COMPRE IVE STRENGTH TES
Date of Service: 03/21/2000
Client No.: 85229000
Report No.: 0007655
Project No.: 94991457
Report Date
03/30/2000
Client:
Transwestem Property Company
Atto: James Gaspard .
12221 Medt 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:
co~rRAcToR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PCA~rr: 22
S~CLFICAT~ON REQU~
STR~(;TH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 30' W from NE comer of slab
PROJECT DATA -
MrXLO.: 9349
PLACEMEHT DATE: 03/2112000 BATCH TIME: 4:40am
TIME SAMPLED: 5:15am BY: Steve Cs~rflpbell
WEATHER CONDmONS:
TEMPERATURE (F} - AIR
TRUCK NO: 32
Am CONTENT (%): N/A
PLACEMI~NT LOCATION:
s~-m,~Min~ a
Cloudy
64 F CO~qCRETE: 72
T~Cr~'r ~o: 529247
tn~rr WEmHT (pc0: N/A
Sample taken from Iruc~
REPORT OF TESTS
ACCUMULATIVE YARDS: 10
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM COMI~I~SIVE
SLUMP DATE AGE LOAD STRENGTH FRA~
(inclMm) TESTED (dap) (lbs. levee) (pd) TYPE
1 1 7.00 03/28/2000 7 112230 3970
I 2 7.00 03/2812000 7 ,110340 3900
Average 3940
·
1 3 7.00 04/1812000 28
1 4 7.00 04/18/2000 28
0ILL
This ~ is exclusively fo~ thc use of ~he client indicated above and shall not be repmducmi except in full without the written ~ o~ HDC J~im~whtS. Inc.
Page lo1'8
CONCRETE COMPRE IVE STRENGTH TF.S )
8901 Carpenter Frwy. Suite
Date of Service: 03/21/2000 Report No.: 0007655
Client No.: 85229000 Project No.: 94991457
Client:
Services:
Report Date
03/30/200O
Transwestem Property Company
Atto: James Oaspard
12221 Merit Drive, g450
Dallas TX 75251
Project:
Coppell Commerce Center
1234 Lakeshor~ (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:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
P~,.AWr: 22
SPECIFICATION REQUIREMENTS
STR~(;TH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
Mrxro.: 9349
PLACEMENT DATE: 03/2112000 BATCH Tn~E: 5:15am
TIME SAMPLED: 6:00am BY: Steve Campbell
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 1882
aIR CONTE~r ¢~):. N/A
PLACEMENT LOCATION:
See page 1
Cloudy
65 v CONCltm~ 71
TIcxrr NO: 529255
trmT WE~aHT Corn: N/A
Sample taken from Uuck.
REPORT OF TESTS
ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 7.00 03/28/2000 7 122600 4340
2 2 7.00 03/28/2000 7 115000 4070
Average 4210
2 3 7.00 04/18/2000 28
2 4 7.00 04/18/2000 28
Sample location: 50' N x 30' W from SE corner of slab
0ILL
l'nis report is exclusively fo~ the use of the client indicated above and shall not be reproduced except in full wi~out am writtm aplnoval c~ [,iBC lbi~ng, inc.'
Page 2 of 8
CONCRETE COMPRE IVE STRENGTH TES
8901 ~ Fr~. Suite #100
Date of Service:
Client No.:
03/2112000
85229000
Report No.: 0007655
Project No.: 94991457
Report Date
03/3O/20O0
Client:
Transwestem Propeny Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Project: Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Services: Obtain samples of flesh concrete at the placement locations, perform required field test and ca_st
compressive strength samples.
SLUMP:
Am:
TEST METHOD:
co~c'ro~ Butler Construction
CONCRETE SUPPLIER: Pioneer
Pu~r: 22
s~cn~cA~ON ~V, QU~
s~am~TH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
PROJECT DATA
M~X t~.: 9349
PLACEMENT DATE: 03/2112000 BATClt TIME: 7:13am
TIME SAMPLED: 8:00am BY: Steve Campbell
~RATURE fi) - Am
TRUCKNO: 1842
Am CO~2~T (%): N/A
PLACEMENT LOCATION:
Cloudy
65 F cosca~r~: 75
T~Cr.~NO: 536270
u~rr w~m~rr Cuc~: N/A
Sample taken from ~'uck.
REPORT OF TESTS
ACCUMULk~ Y~: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (hch~) TESTED (d~y0 (lb~. f~-~) ~ TYPE
3 1 7.00 03/2812000 7 132030 4670
3 2 7.00 03/2812000 7 125770 4450
Average 4560
3 3 7.00 04/18/2000 28
3 4 7.00 04118/2000 28
Sample location: 100' W x 15' S from northeast corner of slab
0ILL
This repogt is exclusively for the use of the client indicated above and shall not be rgproduced ext~st in full wMlout Ihe writtea Iplwoval Of HBC ~ lnG.
Page 3 of 8
CONCRETE COMPRE: IVE STRENGTH TES
II
Date of Service: 03/21/2000
Client No.: 85229000
I
Report No.:
Project No.:
0007655
94991457
8901 Carpenter
Report Date
03f30/2000
Client: Transwestern Property Company Project:
Atto: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Coppell 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.
SLUMP:
Am:
TEST METHOD:
CONTaACTOR: Butler Construction
CONCRETE SUPPLi~R: Pioneer
~zA~rr: 22
SPECIFICATION REQUIREMENTS
STag.'m: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
PROJECT DATA
M~X~.: 9349
~,,Cm~t~ DaX~: 03/21/2000 BA~X~ ~a 8:00am
T~S~: 8:~ ~Y: S~ve~ll
~R ~O~:
~o: 727
nm ~ (~):. N/A
P~C~ ~A~ON:
Sample taken from ~ruck.
Cloudy
66 F CONCRETE: 74 g
· ncg~'rNo: 529282
tnvrr w~icgr C~: N/A
REPORT OF TESTS
ACCUMULA~ YABI~: 10
CYLINDER MEASURED
MARKED SLUM1~ DATE
SET NO. (laches) TESTED
4 1 6.50 03/2812000
4 2 6.50 03/28/2000
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(day~) O~ h-c~) (p~')
7 125110 4420
7 119380 4220
Average 43~0
4 3 6.50 04118/2000 28
4 4 6.50 0411812000 28
Sample location: 130'W x 30' south from northeast corner of slab
0ILL
This repm~ is exclusively for the us~ of the client indicated above and slmll not be re~ exel~t in ~ ~ Ihe wrilten spjm~vM of HI~ lb~JeerinS, inc.
Page 4 of 8
I
CONCRETE COMPRE IVE STRENGTH TES )
Date of Service: 03/21/2000 Report No.: 0007655
Client No.: 85229000 Project No.: 94991457
Client:
Services:
Report Date
03/30/2000
Transwestem Property Company
Atto: Iames Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Project: Coppell Commerce Center
1234 Lake,shore (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 blETHOD:
CONTRnCTOR-. Butler Construction
CONCRETE SUPPLIER: Pioneer
PLA~T: 22
S~CnVCA~ON R~UnV~M~'TS
SXmmOTH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
PROJECT DATA
M~Xm).: 9349
PLA~ DATE:
Tn~ SAMPLED: 9:30am
WRATIIER CONDITIONS:
X~UCXNO: 727
Am COh~rl~rr ¢,~): N/A
PLA CEMENT LOCATION:
Sample taken from mlcL
03/2112000 BATCH TIME: 9:00am
l~V: Steve Campbell
Cloudy
66 v CONC~tFrm 76 r
TIcxFr NO: 529294
tn~r W~OBT (pcr): N/A
REPORT OF TESTS
ACCUMULATIVg YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRE~IVE
~ SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. fore~) ~ TYPE
5 1 7.50 03/28/2000 7 112150 3970
5 2 7.50 03/28/2000 7 109600 3880
Average 3930
5 3 7.50 04/18/2000 28
5 4 7.50 04/18/2000 28
Sample location: 120'
East x 50' south from northwest corner
OILL
This repot is exclusively for ~he use of the client indicated above ami shall not be reproduced except in full without the writlga ap~ of HBC I~ns. Inc.
Page 5 of 8
CONCRETE COMPRE IVE STRENGTH TES )
Date of Service: 03/21/2000 Report No,:
Client No,: 85229000 Project No,:
0007655
94991457
~ T~as 7~4.7
Report Date
03/30/2000
Client: Transwestern Property Company Project:
Attn: Jan~s Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Coppell 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.
SLUMP:
AIR:
TEST METilOD:
CONTRAC~rom Butler Construction
CONCRETE SUPPLIER: Pioneer
PL~tCr: 22
SPECIFICATION REQU~
s-'xmm~: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
M~X~O.: 9349
ri~c~a~qT DaT~: 0312112000 ~&TCH TIME: 9:20am
~ s~: 10:15am s¥: Steve Campbell
w~maCOl~mom: Cloudy
~~0~-Am 66 r com~g: 75 r
~UCKSO: 842 ~~o: 5292~
Am ~ (~): N/A ~ ~o~ (~: N/A
~C~ ~A~ON:
Sample taken from a'uck.
SAMPLE LOCATION: 90' E x 40' S from NW comer
REPORT OF TESTS
ACCUMUlaTIVE YARDS: 10
CYLINDER
MEASURED MAXIMUM COMPRESSIVE
SLUM~ DATE AGE LOAD STRENGTH FRACTURE
finches) TESTED (day~) 0b~. force) (psi) TYPE
6 I 7.00 03/28/2000 7 114230 4040
6 2 7.00 03/28/2000 7 118600 4190
Average 4120
6 3 7.00 0411812000 28
6 4 7.00 04118/2000 28
0ILL
'13ais rep~ ia exclusively for the use of ~e ¢iiem indicated above and ~mll m be rqncnka°~ e~ h ~ ~ ~ ~ ~ ~ ~ ~& !~'
Pa~e 6of8
CONCRETE COMPRE IVE STRENGTH TES )
a d~vuton of lrmmmn
~9~1 C4rpmter Fr~y~ Sult~ #1~
Date of Service: 03/2112000
Client No.: 85229000
Report No.: 0007655
Project No.: 94991457
Report Date
03/30/2000
Client: Transwestern Property Company Project:
Atto: /ames 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.
CONTRnC~R: Butler Construction
CONClCgri~svl~l~l~ Pioneer
~: 22
S~C~ON ~~
~~: ~ psi ~ ~ Days
s~: 5.0" M~
n~ N/A
~ ~o~: AS~ C-143
AS~ C-172
AS~ C-39
~' Ex ~'S ~om~ ~
SAMPLE LOCATION:
PROJECT DATA
M~X t~.: 9349
lq,AC~ DAT~: 03/21/2000 n&TCHTIM~: 10:45am
Tn~s~: 12:00pm nY: SteveCnmpbell
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 1819
Amco~Tgl~r (~): N/A
PLAC~ LOCATION:
Sample taken from truck.
Cloudy
68 r comnurrw 76
~ncr~-r t~'o: 514606
tnvrr w~[(m'r (~): N/A
REPORT OF TESTS
ACCUMULA~ YARDS: l0
CYLIM)ER
MARKED
SET NO.
MEASURED MAXIMUM COMPBES~IVE
SLUMP DATE AGE LOAD s'rR~IGTH FRACTURE
(inches) TESTED (days) Ob~. feree) (.md) TYrE
7 1 6.50 03/28/2000 7 134630 4760
7 2 6.50 03/28/2000 7 128710 4550
Avemge 4660
7 3 6.50 04118/2000 2g
7 4 6.50 04118/2000 28
01LL
Page 7 of 8
I
CONCRETE COMPRE IVE STRENGTH TES
Date of Service:
Client No.:
Client:
03/21/2000 Report No.:
85229000 Project No.:
Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
0007655
94991457
Report Date
03~
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.
CONTRACrOm Butler Construction
CONCRETE SUPPLIER: Pioneer
l'LAl~rr: 22
SPECWICATION REQUIREMENTS
s'mlu~Ta: 4000 psi 4} 28 Days
SLUMP: 5.0" Max
~n~ N/A
~ Mrmoo: ASTM C-143
ASTM C- 172
ASTM C-39
15' E x 30' S form NW comer
SAMPLE LOCATION:
PROJECT DATA Mtnt~.: 9349
P~~ o~,x~: 03/21/2000 aATC~ 'rn~m: 12:25pm
TaVIES~: l:15pm SY: Steve Campbell
TRUCK ~0: 1882
nm co~ (~.): N/A
PIACI~IENT LOCATION:
CloudY
68 ~' CONCh'rE: 77
T~CKET ~O: 529326
um'r w~(;irr C~O: N/A
Sample tnken from Uuck.
REPORT OF TESTS
ACCUMULATIVE YARDS: 10
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. 0m.h~) TESTED
8 1 6.00 03/28/2000
8 2 6.00 03/28/2000
8 3 6.00 04/18/2000
8 4 6.00 04118/2000
AGE
(days)
7
28
28
LOAD
(!1~.
134740
136310
Average
4760
4820
4790
Im.~ACTURE
TYPE
Tedmidan: Steve Campbell
(1) ~emm h~n~y Compaay
(1) O'Brien & Associates
(1) TeclmisUm~ures, inc.
(1) Butler Comtmction
Started: 3:00am
(I) oty of Copp~
(1) city of Copp~l
Finished: 3:00pm
H~ E~~)ing, Inc.
Paul D. Smith, P.E.
Senior Project Engineer
This report is cxcqusively for Ihe use of ~he client indicated above and shah not he reproduced ~ k ~ ~ ~ ~ ~ ~ H~ ~~
0ILL Page 8 of 8
CONCRETE COMPRE IVE STRENGTH TES ')
Date of Service: 02/29/2000 Report No.:
Client No.: 85229000 Project No.:
0005681
94991457
I II !
Report l~te
03/30/2000
Client: Tmnswestem 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.
SLUMP:
AIR:
TEST METHOD:
CON'FRACTOR: Butler Construction
CONCR~I~ SUPPLIER: Pioneer
~LA~rr: 22
SPg~I~ON REQUIRgMENTS
STag~OTit: 3000 psi @ 28 Days
5-7"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See placement location
PROJECT DATA
MiXrO.: 9337
PLAcongm' OAT~: 02/2912000 SATCa Tram: 3:25pm
X~Snt~L~O: 4:45pm s¥: Roy Montgomery
w~maco~mmo~s: Clear, windy
x~n,~n~.raz (~. am 74 ~ CONCa~rg: 82
· aUCKNO: 727 ~cm ~o: 502178
Am co,triter (~): N/A t~Nrr WEIGHT C~:O: N/A
PLACEMENT LOCATION:
Pier infommtiou and technician tim~: S¢~ Report ~0005680
REPORT OF TESTS
ACCUMULA~ Y&RI~: 60
CYLINDglt
SET NO.
MEAS~
SLUIVfl'
1 I 6.00
I 2 6.00
1 3 6.00
1 4 6.00
DATE
TESTED
03/0712000
03/0712000
03/28/2000
03/2812000
MAXIMUM COMPRgSSlVE
AGE LOAD STRENGTH
(days) (lbs. force) (.mi)
7 96400 3410
7 92160 3260
Average 3340
28 142470
28 144740
Average
5O40
5120
5O8O
FRACTURE
TYPE
T~: Roy Montgomery
R~port Die, ribution:
(!) Tramwesmn Property Company
(I) O'Brim & Associates
(I) Tcclmistmclures, Inc.
(i) Buli~' Conslmcfio~
Started:
(1) City of Cqapoli
(l) oty of Coppel~
I-~ Ending, Inc.
Paul D. Smith, P.E.
Senior Project Engineer
~ xepo~t is exclusively for Ihe use of the client indicated above and shall not be re~ except in fidi wilhout the written approval of HBC F~ lnc,
O1LL