Northlake 635(5)-LR000512CONCRETE COMPR IVE STRENGTH TESO
Date of Service:
Client No.:
Client:
04/13/2000
85229000
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
8901 Carpenter Fr~., Suite #100
Dalim, Tram 75247
Report Date
Report No.: 0009874 05/12/2000
Project No.: 94991457
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:
TEST METHOD:
co~raxc'roa: Butler Construction
CONCRETE SU~PLmR: Pioneer
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
4-6"
3-5%
ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
~ro.: 9349
PLA~ DATE:
~ SA~O'LV.~: 8:10am
co.moss:
TEMI'~ (1~. Am
~UC~ ~O: 18~
Am CO~ (~): 4.1
04113/2000 BaTCa TE~: 7:30am
BY: Kevin Poston
Cloudy
55 F CONCg~m: 66 V
T~c~r NO: 505912
tnvrr w~laa'r (pc0: N/A
I'I~CEMF, NT LOCATION:
Pauels- Building "B' 254, 253, P-13, 249, 248, 247, P312, 243, 242, 241,240,239
SAMPLE IX)CATION: Panel ~241
REPORT OF TESTS
ACCUMULATIVE YARD~: 10
SET NO.
MEASURED MAXIMUM COM~~RI~IVE
SLUMP DATE AGE LOAD 5TRI~IGTH FRACTUR~
0nctm) ~ (days) (lbs. force) (psi) ~
1 I 4.50 04120/2000 7 120600 4260
1 2 4.50 04/20/2000 7 120140 4250
Average 4260
1 3 4.50 0511112000 28 146980 5200
1 4 4.50 05/1112000 28 153780 5440
Average 5320
0ILL
This report is exclusively fo~ the usc of the client indicated above and shall not bc repn~l._~__~_ except in full withc~ lhe writlen apl~oval of HBC ~ Inc.
Page I of 3
CONCRETE COMPRE IVE STRENGTH TES
Date of Service: 04/13/2000
Client No.: 85229000
Report No.:
Project No.:
0009874
94991457
Report Date
05/1212000
Client: Transwestem Property Company Project:
Atto: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Copper Commerce Center
1234 l. akeshore (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:
TI~T METHOD:
COm~ACTOm Butler Construction
CONCRgrg ~UPI'LIER: Pion~r
~,~NT: 27
STmma~: 4000 psi @ 28 Days
4-6"
3-5%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Panel 248
PROJECT DATA
~.: 9349
PLACEMEWr DATE: 04/13/2000 aA~ ~n~m: 8:30am
TIMESAMlqAgD: 9:15am aY: KevinPoston
WEATHER CONDmONS:
TEMI'~~ OD - Am
~UCKNO: 836
Am coh'rg~r (~0:4.9
PLACEMEWr LOCATION:
Cloudy
55 v CONCa.~-aX: 64 F
XlCr~-r~o: 505921
u~r V~lG~rr C~f~: N/A
Sampled from tmci~
REPORT OF TESTS
ACCUMULATIV~ YARB~: 10
MEASURED MAXIMUM COM~RF3SIVE
SLUMP DATE AGE LOAD STRENGTH FRACTUBE
(inches) TESTEO (days) 0b~. force) (pal) TYPE
2 1 6.00 04/20/2000 7 107750 3810
2 2 6.00 04/20/2000 7 108830 3850
Average 3830
2 3 6.00 05/1112000 28 126690 4480
2 4 6.00 05/1112000 28 122400 4330
Average 4410
0ILL
This report is exclusively for the use of the client indicated above and shall no~ bc rcproduccd except in full without the writ~n approval of I-IBC Engi~ Inc.
Page 2 of 3
CONCRETE COMPRE IVE STRENGTH)
I I I
Date of Service: 04/13/2000 Report No.: 0009874
Client No.: 85229000 Project No.: 94991457
8901 Carinat~r Frwy. Suit~ ~1~
~ T~ 7~a7
IIII II II III
Re~ Date
05/1~
Client:
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, 8450
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.
AIR:
T~T MI~HOD:
CONT~crom Butler Construction
CONCILKT~ SUPPLIF~: Pioneer
rt.n~rr: 27
SPECWICATION REQUIREMENTS
STreak'm: 4000 psi @ 28 Days
4-6"
3-5%
ASTM C-143
ASTM C-172
ASTM C-39
LOCATION: Panel 8254
PROJECT DATA
~xl~.: 9349
PLAC~VF DATE: 04113/2000 anxc~ ~: 10:00am
~ SAM~U~: 12:15pm nY: Kevin Poston
w~xu~acom~mom: Cloudy
Ti~tl~RATtrag O3- Am 62 F CONCg~T~: 71 F
'n~UCKNO: 103 X~CZX'rNO: 501501
Am coto~vr (%): 4.1 tnvrr w~IG~rr ~: N/A
P~~ ~N:
Sampled from Uucla
REPORT OF TESTS
ACCUMULATIVE YARDS: 10
CYLINDER
M~.KED
NO.
3 I 4.50
3 2 4.50
3 3 4.50
3 4 4.50
DATg
04/20/2000
04120/2000
05/11/2000
05/11/2000
MAXIMUM COMPRESSIVE
AGE LOAD STBENG~
(days) Ot~ f~rce) C~)
7 111740 3950
7 113080 4000
Average 3980
28 143110 5060
28 144450 5110
Average 5090
TYPE
T~ehnlch~ Kevin Poston
Report Distributiom
(0 T-~ ~VWz~ty Company
( ! ) O'l~i~ & A~ociates
(l) Teclmi~ructu~, Inc.
(1) Butl~ C_~mmcfion
Started: 7:00am
City of Coppell
City of Copl~n
Finished: l:00pm
I-~ E~g, Inc.
Paul D. Smith, P.E.
Senior Project Engineer
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the writlga apl~oval of HBC _l~neeting, lac.
OILL
Pa~e 3 of 3