Northlake 635(2)-LR 970814TECHNOLOGIES INC
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CLIENT:
PROJECT:
SERVICES:
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Lincoln Property Co.
500 N. AKARD, SUITE 3300
ATTN: LARRY MOON
Dallas, TX 75201
COPPELL BUSINESS CENTER
WRANGLER DR AND BELTLINE RD
COPPELL TX
PAGE 1 OF 4
PROJECT NO.: 090
REPORT NO.: 1201'
DATE OF SERVICE:
AUTHORIZATION:
REPORT DATE: 8/i
Test compressive strength specimens prepared in conjunct
inspection.
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 74
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 4-5"
METHOD OF TEST
SAMPLING:
MOLDING & CURING:
SLUMP:
TEMPERATURE:
AIR CONTENT:
UNIT WEIGHT:
CAPPING/PADS:
TESTING:
AIR: 3-6%
ASTM C-172
ASTM C31
ASTM C143
ASTM C1064
ASTM C231
N/A
ASTM C617
ASTM C39
CYLINDER
MARKED
SET NO.
1
2
3
PROJECT DATA
MIX DESIGN NUMBER: 936~
CLASS OF CONCRETE: 400(
DATE OF PLACEMENT: 7/:
TIME SAMPLED: 06 = 30~
TEMPERATURE (DegF) - AIR:
TRUCK NO: 499
MEASURED SLUMP (in.): 5.
AIR CONTENT(%): 4.2
LOCATION OF PLACEMENT:
Approach to west eno
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
DATE AGE
TESTED (daw)
7/24/97 7
8/14/97 28
8/14/97 28
MAXIMUM COMPRESSIVE
DIAMETER AREA LOAD STRENGTH
(in.) (sq.in.) (lbs. force) (psi) FF
6.00 28.27 98080 3470 CC
6.00 28.27 125770 4450 CC
6.00 28.27 125080 4420 CC
1 4 HOLD
ADDITIONALCOMMENTS:
5 Gallons of water added at site.
Technician: Anthony Lively
Technician
Report Of Tests Continued On Page 2
:im Tach. · Southwestern Labs
;75 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
605034
)7
~/17/97
tarlie
L4/97
.on with concrete
PSI @ 28 DAYS
7/97
BY: Anthony Lively
7 CONCRETE: 90
TICKET NO: 414385
~0
UNIT WEIGHT(pcf): N/A
to parking lot.
~CTURE TYPE REMARKS
NE
Our letters ~nd ref)ort~ are for the exclusive uN of the client to whom they are eddre~ed ~cI ahNI net be reproduce :f except in
full without the aOproval of the tearing laboratoW. The use of our name must receive out written ~provii. Out lett, ir~ ancI reloOr~
1001 DY a~l~ly orfl¥ to the lalm~oll te~ted end/or inel~ected, ~ are net indicative of the quantitie~ of IOl~entl¥ identicii or Iii ~ilar pr~ductl.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 7/17/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 74
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 4-5" AIR: 3-6%
METHOD OF TEST
SAMPLING:
MOLDING & CURING:
SLUMP:
TEMPERATURE:
AIR CONTENT:
UNIT WEIGHT:
CAPPING/PADS:
TESTING:
ASTM C-172
ASTM C31
ASTM C143
ASTM C1064
ASTM C231
N/A
ASTM C617
ASTM C39
CYLINDER
MARKED OATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 9363
CLASS OF CONCRETE: 4000
DATE OF PLACEMENT: 7/1
TIME SAMPLED: 07 = 30AM
TEMPERATURE (DegF) - AIR: 9,
TRUCK NO: 498
MEASURED SLUMP (in.): 5.0
AIR CONTENT(%): 4.2
LOCATION OF PLACEMENT:
Parking lot west sid
from north line. 10
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - (3 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) (in.) {sq.in.) (lbs. force) (psi) FR
2 i 7/24/97 7
2 2 8/14/97 28
2 3 8/14/97 28
2 4 HOLD
6.00 28.27 88060 3110 CO
6.00 28.27 108930 3850** COl
6.00 28.27 110520 3910'* COl
** Does not comply with specified strength.
ADDITIONALCOMMENTS:
10 Gallons of water added
Notified concrete foreman
at site.
and superintendant of concrete te~
Technician: Anthony Lively
Technician
Report Of Tests Continued On Page 3
REPORT NO. 120197
PAGE 2 OF 4
SET NO. 2
PSI @ 28 DAYS
7/97
BY: Anthony Lively
CONCRETE: 96
TICKET NO: 414395
UNIT WEIGHT(peri: N/A
to building 20'south
· West from east line.
CTURE TYPE REMARKS
~E
~E
.perature.
Our lette~! and res)rolm ale fo~ the exclusive uae of the client to whom they iKii ~cldraaeed end shell not be reproduce I exce~ot in
full wit:ho~ the i~Ol=Covd of the testing laboratory. The ule of our flame muir receive our written II)l)rOVl~. Our lett~ ri eno rel)ortl
1001 DY ~pp~y 0flay to the 14topic tilted IIldlor inlAlcted, lad Ifil flor il~iCltivl Of the qulntitill Of Ipplrlntly identical ~' lir lillr p~oductl.
Lincoln Property Co.
PROJECT NO. 0903605034
OATE OF SERVICE: 7/17/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
( C on t i nued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 74
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 4-5" AIR: 3-6%
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C231
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 9362
CLASS OF CONCRETE: 400(
DATE OF PLACEMENT: 7/]
TIME SAMPLED: 09:30AM
TEMPERATURE (DegF) - AIR:
TRUCK NO: 491
MEASURED SLUMP (in.): 6.
AIR CONTENT(%): 6
LOCATION OF PLACEMENT:
In front of bay dooz
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
{days) {in.) {sq.in.I {lbs. force) {psi~ FF
3 1 7/24/97 7
3 2 8/14/97 28
3 3 8/14/97 28
6.00 28.27 102680 3630 CC
6.00 28.27 122190 4320 CC
6.00 28.27 124990 4420 CC
3 4 HOLD
Technician: Anthony Lively
Technician
Report Of Tests Continued On Page 4
REPORT NO. 120197
PAGE 3 OF 4
SET NO. 3
' PSI @ 28 DAYS
7/97
BY: Anthony Lively
2 CONCRETE: 88
TICKET NO: 414411
o
UNIT WEIGHT(pcf): N/A
ACTURE TYPE REMARKS
Ou~ letter~ and repcxt~ ere fo~ the exclusive uae of t~ ~i~ to wh~ t~y ~e ~r~ ~ ~ not ~ ~u~ d except in
~1 wit~ t~ agprovN of t~ t~ti~ I~ltoW. TM ~ of ~ n~e m~ re~v~.o~ wri~ iEpr~vN.. O~ le~ =m ~ re~
1001 DY ~y
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 7/17/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 74
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 4-5" AIR: 3-6%
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C231
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 936;
CLASS OF CONCRETE: 400(
DATE OF PLACEMENT: 7/]
TIME SAMPLED: 10: 45AM
TEMPERATURE (DegF)!- AIR: 9
TRUCK NO: 770
MEASURED SLUMP (in.): 4.
AIR CONTENT(%): 5.5
LOCATION OF PLACEMENT:
Parking lot in fron
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) (in.) (sq.in.) {lbs. force) (psi) FF
4 1 7/24/97 7
4 2 8/14/97 28
4 3 8/14/97 28
6.00 28.27 96970 3430 CC
6.00 28.27 121210 4290 CC
6.00 28.27 120130 4250 CC
4 4 HOLD
ADDITIONAL COMMENTS:
30 Gallons of water added at site.
Technician: Anthony Lively
Technician
Report Distribution:
I1) BUTLER CONSTRUCTION INCORPo ~'t
(1) BROCKETT-OAVIS-ORAKE, INC.
(I) THE CITY OF COPPEI. L
(1) THE CITY OF COFq:~ELL
(1) O'BRIEN ASSOCIATES, INC.
(1) A.E.C.C.
Our letter~ arid reloof~l ~l fro, the exclualve u~ of the ciief~t to whom the~ot be reproduce
full withou~ the approval of the tearing I~bo~atory. The ule of o<x nerce must recewe our whiten approval Our
1001 DY ~pld¥ o~I¥ to the aample te~ted attcl/ot irmpected, and ~l not indicative of the ClUantitie~ of Ioplrently identical or
REPORT NO. 120197
PAGE 4 OF 4
SET NO. 4
PSI @ 28 DAYS
7/97
BY: Anthony Lively
5 CONCRETE: 90
TICKET NO: 414425
0
to bay $7, 10'west.
ACTURE TYPE REMARKS
NE
LABS
n, B.S. Ch.E.
anager
except in
~ilar i~roduct~.