Northlake 635(5)-LR000420CONCRETE COMPR IVE STRENGTH TES )
8901 Carpenter Frwy. Suit~ #100
Date of Service: 03/21/2000 Report No.: 0007655
Client No.: 85229000 Project No.: 94991457
Client:
Services:
Report Date
04120/2000
Transwestern Property Company
Attn: 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.
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONT~CTOa: Butler Construction
CONCRETg SUPPLIER: Pioneer
~,A~rr: 22
S~ECW~CnTION ~QtnmavmN'rs
4000 psi @ 28 Days
5.0" Max
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
M~X U).: 9349
tn~~ DA~: 03/2112000 BAXCH T~vm: 4:40am
~ s~mn.m): 5:15am sv: Steve Campbell
WY. ATHER CONDITIONS:
TEMPERATURg (F) - Am
TaUCKNO: 32
Am CO~rr~rr (~): NIA
PLA CEMENT LOCATION:
Cloudy
64 r CONCh: 72 F
x~cr~rNo: 529247
t~rr Wgl~iT C,,m: N/A
Sample taken from Iruck.
SAMPLE LOCATION: 30' W from NE comer of slab
REPORT OF TESTS
ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRE~IVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (lzwA~) TESTED (days) Obs. foree) (psi) TYPE
I 1 7.00 03/28/2000 7 112230 3970
1 2 7.00 03/28/2000 7' 110340 3900
Average 3940
1 3 7.00 04118/2000 28 151940 5370
I 4 7.00 04/18/2000 28 148770 5260
Average 5320
0ILL
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wfitteu approval of HBC Engineering, Inc.
Pa~e 1 of 8
CONCRETE COMPR IVE STRENGTH
8901 Carpenter Frwy., Suit~ #1,~
Report Date
Date of Service: 0312112000 Report No.: 0007655 04/20/2000
Client No.: 85229000 Project No.: 94991457
Client:
Transwestem Property Company
Attn: James Craspard
12221 Merit Drive, #450
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:
Am:
TEST METHOD:
cowr~croR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PL~Wr: 22
SPECI~CATION REQUIREMENTS
STRENGTU: 4000 psi @ 28 Days
5.0" Max
N/A
ASTlVl C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
PROJECT DATA
M~X ux: 9349
ln..nc~m' on'r~: 03/2112000 BATCH TIME: 5:15am
xnsms~.gn:. 6:00am sY: Steve Campbell
WEATm~R CoNDmONS:
TI~iPERATURE (Ir). AIR
TRUCK NO: 1882
AIR CONTENT (~): N/A
PLACEMENT LOCATION:
Cloudy
65 v CONClt~a~: 71 v
TIOmT~O: 529255
tnOX wv_~G~r C,:eO: N/A
Sample taken from ffuck.
REPORT OF TESTS
ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TE~TED (days) 0b~ force) (mi) TYPE
2 I 7.00 03128/2000 7 122600 4340
2 2 7.00 03128/2000 7 115000 4070
Average 4210
2 3 7.00 0411812000 28 143350 5070
2 4 7.00 0411812000 28 147050 5200
Average 5140
Sample location: 50' N x 30' W from SE corner of slab
01LL
This report is exclusively fo~ the use of the client indicated above and shall not be re~ except in full without the writ~n ~0v~i of HBC Engine, Inc.
Page 2 of 8
CONCRETE COMPRESSIVE STRENGTH TES )
Date of Service: 03/21/2000
Client No.: 85229000
I
Report No.: 0007655
Project No,: 94991457
75247
Report Date
04/20/2000
Client:
Transwestem Property Company
Arm: James Gaspard
12221 Merit Drive, g450
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 blETHOD:
cowraacroa: Butler Construction
CONCII_~ SUPPLIER: Pioneer
II,ANT: 22
SPECI~CATION REQUIREMENTS
s'rmmG~: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAblPLE LOCATION: See below
PROJECT DATA
~uxu~.: 9349
PLACEMI2qT DATE: 03/21/2000 BATCH TIME: 7:13am
TIM~SAMI~.I~J~: 8:00am BY: Steve Campbell
WEATHER CONDmONS:
TEM~ERATURF. (FI - AIR
TRUCK~O: 1842
Am co~vr (~): N/A
PLACEMIRqT LOCATION:
Seepage 1
Cloudy
65 v CONCa~"m: 75 F
~C~m'rNo: 536270
tmrr wzm~rr C,~: N/A
REPORT OF TESTS
ACCUMULATIVE YARDS: 10
CYLINDER biEASUBED MAXIlVlUM CObIPRESSIVE
MARKED SLUlVlP DATE AGE LOAD ~TH FRACTURE
SET NO. (incl~s) TESTED (days) (lbs. force) (IM) TYPE
3 I 7.00 0312812000 7 132030 4670
3 2 7.00 0312812000 7 125770 4450
Average 4560
3 3 7.00 04/18/2000 28 155360 5490
3 4 7.00 04/18/2000 28 150090 5310
Average 5400
Sample location: 100' W x 15' S from northeast corner of slab
0ILL
This report is exclusively for the use of the cflent indicated above and shall not be reproduced except in full wiltmut I1~ written approval of HBC Engin~-~ing, Inc.
Page3 of 8
CONCRETE COMPRE( IVE STRENGTH TES
I I
Date of Service: 03/21/2000 Report No.: 0007655
Client No.: 85229000 Project No.: 94991457
a d~,~on of ~
8901 Carpent~ Fray., SMt~ ~1~
Illlll ~Tm 7~7
Re~ Da~
~0/2~
Client:
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, g450
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~ranc'xoa: Butler Construction
CONCB~I~ SUPPLIER: Pioneer
~,~,wr: 22
S~'ECnnCATION ~~
ST~2~t: 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 LU.: 9349
~n~ac~vnan'r DAT~: 03/21/2000 BATCH TIME: 8:00am
T~S~: 8:30am BY: Steve Campbell
W~R commoNs: Cloudy
TEMPERATURE (l~. AIR 66 g CONCRETE: 74 g
TaUCXhO: 727 T~CX~TNO: 529282
Am CONTENT ('~): N/A t~rr W~GaT ~:~: N/A
PLA~ LOCATION:
Sample taken from mack.
REPORT OF TF TS
ACCUMULATIVE YARDS: 10
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STPJ~IGTH
(inches) TESTED (days) Ob~ force) (psi)
4 1 6.50 03/2812000 7 125110 4420
4 2 6.50 03/2812000 7 119380 4220
Average 4320
4 3 6.50 04118/2000 28 158390 5600
4 4 6.50 04118/2000 28 155540 5500
Average 5550
Sample location: 130'W x 30' south from northeast corner of slab
OILL
This report is exclusively for the use of the client indicated above and shah not be reproduced except in full wilhout the written approval of HBC Engineering, Inc.
Page 4 og8
I
CONCRETE COMPRE IVE STRENGTH TES
Date of Service: 03/21/2000 Report No.: 0007655
Client No.: 85229000 Project No.: 94991457
a tNv~lon of'~
Report Date
04/20/2000
Client: Transwestern'Property Company Project:
Arm: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Coppell Conunerce 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
CONCBETE SUPPLIER: Pioneer
l~cwr: 22
SPECIFICATION REQ~
STIw.~: 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~XUX: 9349
PI, AC~ DATE: 03/21/2000 Sn~li ~: 9:00am
~S~: 9:30am nV: Steve Campbell
WEATHER CoNDmoNS:
TEMPERATURE (F) - Am
TaUCK~O: 727
Am coNY~r (~): N/A
PLA~ LOCATION:
Cloudy
66 r CONCRZTE: 76 F
TicKrr~o: 529294
uNrr w~gmT (Vc~: N/A
Sample taken from uuck.
REPORT OF TESTS
ACCUMULATIVE YARDS: lO
CYLINDER
MARKED
SET NO.
MF, AS~D MAXIMIYM COMPI~,~S~
SLUMP DATE AGE LOAD STRENGTH FRACTURE
(inches) TESTED (days) 0ha. force) (l~i) 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 137420 4860
5 4 7.50 0411812000 28 143680 5080
Average 4970
Sample location: 120' East x 50' south
from northwest corner
01LL
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full withom the written approval of HBC Engineering, Inc.
Page 5 or8
CONCRETE COMPRE IVE STRENGTH TES
Date of Service: 03/2112000 Report No.: 0007655
Client No.: 85229000 Project No.: 94991457
89Ol C~penter Itr~y., Suita
I I I ~]ll I~ I I~ I
Re~rt Da~
~0/2~
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 fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
Aim
IF, ST METHOD:
co~rrRACrOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
i)LAIVr: 22
SI'EcnncAT~ON n.V, Qt~n~m~
STRim(~TH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMIq.,E LOCATION: 90' E x 40' S from NW comer
PROJECT DATA
M~XLD.: 9349
l'La~ OaTE: 0312112000 ~ATCa xmiE: 9:20am
TU~ SAMPLED: 10:15am ~J¥: Steve Campbell
WEATa~ CONDmONS:
TEMPERATURE (F) - Am
xguc~lx~o: 842
am COto~r (~): N/A
PLACEMENT LOCATION:
Cloudy
66 F CONcmrrg: 75
~c~m-rNo: 529299
uNrr WEiGlrr (pe0: N/A
Sample taken f~nn tmcL
REPORT OF TESTS
ACCRJMULA~ YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRF.~IVE
~ SLUMP DATE AGE LOAD b~FI~NGTH FRACTURE
SET NO. (me~s) TF~FED (a*r~) (Ib~ force) (pd) TYPE
6 1 7.00 03/28/2000 7 114230 4040
6 2 7.00 03/28/2000 7 118600 4190
Average 4120
6 3 7.00 04/18/2000 28 142980 5060
6 4 7.00 04/1812000 28 151070 5340
Average 5200
0ILL
This report is exclusively fix the use of the client indicated above and shall not be ~c~A--oduccd cXCel~ in full without the written aplwoval of HBC En~necrins, Inc.
Paze~ ors
CONCRETE COMPR IVE STRENGTH TES
Date of Service: 03/21/2000 Report No.:
Client No.: 85229000 Project No.:
0007655
94991457
Client: Transwestem Property Company Project:
Atto: James Oaspard
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:
CONTRnCFOR: Butler Construction
CONCRgTE SUPPLIER: Pioneer
PLANT: 22
SVWCnnCaTION m~Qt~~
s'rlum~TH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
SAMIn.~ LOCATION: 40' E x 50' S from NW comer
PROJECT DATA
~u~.: 9349
~A~ 9A~: 03/2112000 BATClt ~: 10:45am
~l~S~lm: 12:00pm aY: Steve Campbell
WEATHER CONDmONS:
TEMPERATURE (l~ - Am
TaUCK NO: 1819
Am CONTENT (~): N/A
PLACEMENT LOCATION:
Cloudy
68 F concavity: 76
TIom'r No: 514606
utoT W~mHT (om: N/A
Sample taken from trueL
REPORT OF TESTS
ACCUMULATIVEYARDS: 10
CYLINDER MFakSURED ~ COMPRESSIVE
MABKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lb~ force) (psi) TYPE
7 1 6.50 03/2812000 7 134630 4760
7 2 6.50 03128/2000 7 128710 4550
Average 4660
7 3 6.50 04/18/2000 28 150820 5330
7 4 6.50 04/18/2000 28 154660 5470
Average 5400
0ILL
This report is exclusively for the use of the cfient indicated above and shall not be reproduced except in full without the written tOpronl of HBC Engineering, Inc.
Page 7 of 8
CONCRETE COMPREI IVE STRENGTH TES0
Date of Service: 03/2112000
Client No.: 85229000
Report No.:
Project No.:
0007655
94991457
a ttivuton of'lFmmmn
8901 Cari~a~ gr~., SMm #100
DaOa~ T~ 7~7
~0/2~
Client: Transwestem 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 fresh concrete at the placement locations, perform required field test and cast
compressive strength samples. :
SLUMP:
AIR:
TEST METHOD:
co~rrgAc'rom Butler Construction
CONCRgFE SUPPLIER: Pioneer
22
srwcnnc~'noN ~v~
~a~: ~ psi ~ 28 Days
5.0" M~
N/A
AS~ C- 143
AS~ C-172
AS~ C-39
PROJECT DATA
MIX gO.: 9349
PLn~ OXY: 03f21f2000 saTclt T~: 12:25pm
xnugS~: hlSpm ~v: Steve Campbell
WEATHER CONDITIONS:
TEMPERATURE (g). Am
TaUCKt~0: 1882
nm COnTn~ ('~): N/A
PLA~ LOCATION:
Cloudy
68 v CONCh: 77 F
TIc~m'r NO: 529326
uio'r w~owr ~: N/A
SAMPLE LOCATION: 15' E x 30' S form NW comer
REPORT OF TESTS
ACCUMULATIVE YARDS: 10
CYLRqDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
8 I 6.00 03/28/2000
8 2 6.00 03128/2000
AGE
(day~)
134740
136310
Average
4760
4820
4790
8 3 6.00 04/1812000
8 4 6.00 04/18/2000
28
156320
148940
Average
5530
5270
Technician: Steve Campbell
Report Distribution:
(1) Transwestern Property Company
(1) O'Brien & Associates
(1) Technistmctures, Inc.
(1) Butler Consmsction
Started: 3:00am
(1) City of Coppell
(1) City of CoppeH
~ E~ng, Inc.
Paul D. Smith, 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 wilhout lhe written approval of l-IBC Engineering, I~.
OILL Page 8 or 8
REPORT OF DRILLED BELLED PIERS
DalI~, Te~m
Project:
Project No.:
Coppell Commerce Center
1234 Lakeshore (Bldg. B), Coppell, Texas
94991457
a~t No.: 0009373A
O~ of S.rv~.e: 04/07/00
Technician: J. Smith'
page: 1 of 1
~ Pier Idenflflc-_fion A.6/11.5,
Pier Diameter (in.) 24
Ball Diameter (in.) 54
Top of Pier Elevation (fi) 98.0
Req. Depth from E:~!=-.'_ Grade Ift) 18.0
Initial Depth of Pier from Existing
Gm-de (It) 18.8 ,
Final Depth of Pier from Existing
o~._~- <It) ~9.0
De~-'_.h from Top of Concrete (ft) 17.0
Condition of 8ottom (wet or dry) Dry
C~ Plumb Within Tolerance (yes or no) Yes
Casing Diameter (in) N/A
~"~..,,4 Depth (it) N/A
Number of Vertical Barn (ea.) 6
Re;nforcing Bar Size (#) 6
Length of Ver:J_.c~_~ Bars (ft.) 16.5
Time Drilling was Completed 10:45 a.m.
Time Concrete ~ Placed 11:12 a.m ....