Northlake 635(5)-LR000824CONCRETE COMPR SIVE STRENGTH TE'
Date of Service: 08/15/2000
Client No.: 85229000
Client:
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Report No.:
Project No.:
Project:
002128
949914
Coppel
1221S.
Coppel
Services: Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SVPPLmR: Pioneer
PLA~r: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
3-5"
3-6%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
M~X I.D.: 9351
PLACEMENT DATE: 08/151200(
TIME SAMPLED: 9:28am BY:
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - Am 95 v
TRUCK NO: 1097 TIC~
AIR CONTENT (%): 4.8 tn
PLACEMENT LOCATION:
Left turning lane off Beltline and fire lane at:
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
1 1 5.00 08122/2000 7 94880
1 2 5.00 08/22/2000 7 92160
Average
1 3 5.00 09112/2000 28
1 4 5.00 09/12/2000 28
Sample location: 50' North, 5' E of S end of left turning lane
A
This report is exclusively for the use of the cliem indicated above and shall not be reproduced except in full without the w
0ILL Page 1 of 3
a aivision oflfm-~s:nn
8901 Carpenter Frwy., Suite #100
Dallnn, Texas 75247
3
56
Report Date
08/24/2000
· Commerce Center
Beltline (Bldg. A)
Texas
ed field test and cast
BATCH TIME: 8:36am
~Iario Villanueva
~ONCRETE: 92 F
STNO: 651910
~rr w~la~rr Loci): N/A
;E comer of entrance approach
2CUMULATIVE YARDS: 20
COMPRESSIVE
STRENGTH
(psi)
3360
3260
3310
FRACTURE
TYPE
itten approval of HBC Engineering, Inc.
CONC TE COMPR SIVE STRENGTH TE?
Date of Service: 08/1512000
Client No.: 85229000
RepOFt No.: 002128
Project No.: 949914
Client:
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, ~M50
Dallas TX 75251
Project: Coppel
1221 S,
Copp~l
Servkes: Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.
SLUblP:
Ai~
TEST METHOD:
cowrgn~ Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQO~
s'rma~: 4000 psi @ 28 Days
3-5"
3-6%
ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
935'I
PLACI~IENT DATg: 08/15/200
TIM~ sAbn%l~: 10:48am
w~co~mom: Cle6x
xm~cxNo: 1097 TIc
Am cowrg~ (%): 4.8 ~
PLA~ LOCATION:
SAMPI~ LOCATION: See below
REPORT OF TESTS
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
2 I 4.75 ~ 7 63270
2 2 4.75 08~~ ? 66710'
Average
2 3 4.75 09/12t2000 28
2 4 4.75 09/12T2000 28
Sample location: 110' North, 20' W of SE end of left turning lane
This repofl is exclufively for th~ use o~ the clie~ indicted above and shall mi be ~ except ~ ~t ~ ~
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Rq~ort Date
08OA/2000
C. ommm~ Center
Boltiin~ {'Bldg. A)
Temts
red field test and east
nn~lt TII~: 10:13am
dario Villanueva
::o~ 94
gTt~O: 651923
~rr w!Roltr ~: N/A
~LNJMULATIVE YARDS: 110
CONCRETE COMPRP' SIVE TH
Date of Servi~e: 08/15/2000
Client No.: 85229000
Report No.: 002128:
Pro~ect No.: 949914:
Client:
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Pro
I~IS.
CoppeH
Services: Obtain samples'of fresh concrete at the placement locations, perform requi'
compressive strength samples.
Am:
TEST METHOD:
com'v.~c'roR: Butler Construction
CONCt~'r~ stq,~q.mg: Pioneer
~,,s~vr: 22
S'mENOTm 4000 ~i ~ ~ Days
3-5"
3~%
A~M C- 143
A~ C-172
A~ C-39
DATA
~.ux ~.~.: 9351 '~
PL*~OA~E: 08/15/2000
Am com'orr (s,): 4.6 L~
SAMPLE LOCATION: See
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE LOAD
SET NO. (im~) TEgrgD ~ for~)
3 1 5.00
3 2 5.00
AGE
7
?
Average
3 3 5.00 09/12/2000 28
3 4 5.00 09112/2000 28
Sample location: 10' South, 80' W fire lane of h~g corner of aPProac
~ C~n~r
Be. ltl~ (Bldg. A)
Texas
BATCH TIME: 12:19pm
ratio Villanueva
x)NClml~ 94 F
rrNo: 651939
ri-wl~ollT (i~: N/A
~I.1MUi~TIVE YARI~: 218
entrance
Teehniehm: Mario Villanueva
Rep~ ntmtbut~:
(]) Tmm~n Pm~ty
(i) Crmien & A~so~ia~s
( 1 ) Teelmistructmes, Inc.
(!) ~ut~er~
(1) CRy of Copi~
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