Northlake 635(2)-LR 970724 (2)TECHNOLOGIES INC
Max
CLIENT:
PROJECT:
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 i OF 4
PROJECT NO.: 090."'
REPORT NO.: 1201
DATE OF SERVICE:
AUTHORIZATION:
REPORT DATE: 7/i
SERVICES: 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" 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
7/24/97
8/14/97
8/14/97
PROJECT DATA
MIX DESIGN NUMBER: 936
CLASS OF CONCRETE: 400,
DATE OF PLACEMENT: 7/
TIME SAMPLED: 06: 30AM
TEMPERATURE (DegF) - AIR:
TRUCK NO: 499
MEASURED SLUMP (in.): 5.
AIR CONTENT(%): 4.2
LOCATION OF PLACEMENT:
Approach to west en,
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) (in.) (sq.in.) (lbs. force) {psi) F
7 6.00 28.27 98080 3470 C~
28
28
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
%arlie
.~4/97
Lon with concrete
PSI @ 28 DAYS
7/97
BY: Anthony Lively
~7 CONCRETE: 90
T~CKET NO: 414385
)0
UNIT WEIGHT(pof): N/A
to parking lot.
ACTURETYPE
)NE
REMARKS
Ow letterl and reports a~e for the exclusive [me of the client to whom they are eddre~aed end shill not
full witho~ c~ approval of t~ ~ti~ iaDorato~. T~ ~ of our name m~t recmve our written ipprov~. O~ h
1001 DY apply only to t~ sample t~t~ a~/or i~ct~, ~ ire not ~catlve of t~ quentiti~ of ~p~e~ly identical or simil~ proud.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OFSERVICE: 7/17/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Con~:i hued)
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 DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 936.'
CLASS OF CONCRETE: 400(
DATE OF PLACEMENT: 7 /
TIME SAMPLED: 07:30AM
TEMPERATURE (DegF) - AIR:
TRUCK NO: 498
MEASURED SLUMP {in.): 5.
AIR CONTENT(%): 4.2
LOCATION OF PLACEMENT:
Parking lot west si(
from north line.
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
{days} {in.} (sq.in.} (lbs. force) (psi} FI
2 1 7/24/97 7
2 2 8/14/97 28
2 3 8/14/97 28
6.00 28.27 88060 3110
2 4 HOLD
ADDITIONAL COMMENTS:
10 Gallons of water added at site.
Notified concrete foreman and superintendent of concrete t~
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
0 CONCRETE: 96
TICKET NO: 414395
~0
UNIT WEIGHT(pcf): N/A
te to building 20'south
)0' West from east line.
ACTURE TYPE REMARKS
)NE
~mperature.
Our letters ~ reports are fo~ the ®xclueivo Lie of the client to whom they are addressed a~l ~hell not be. re[rod.u .'~ except in
full without the lpprovld of the felting !eb~etory. The u~e ef. ou~ narne m. kmt recelv?our .written ap.pro.va.. u~ ,e Earl and raport~
1001 DY ~oply o~4y [o ~ =~'tp~ t~t~d II~d/Oi' tf~t~l~, ~ &l'e f"lOl iNlCltlVe or tr~ quantities or ipparel"ltly IolnttCll Or iimilar productl.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OFSERVICE: 7/17/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
( Cont i nued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 74
SPECIFICATION REQUIREMENTS
STRENGTH: 4000p~qi @ 28
SLUMP: 4-5"
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
DAYS
AIR: 3-6%
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 9363
CLASS OF CONCRETE: 400C
DATE OF PLACEMENT: 7/1
TIME SAMPLED: 09: 30AM
TEMPERATURE (DagF) - AIR: 9
TRUCK NO: 491
MEASURED SLUMP (in.): 6.
AIR CONTENT(%): 6
LOCATION OF PLACEMENT:
In front of bay doo
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
{days) (in.) {sq.in.) (lbs. force) (psi) FI;
3 1 7/24/97
3 2 8/14/97
3 3 8/14/97
7
28
28
6.00 28.27 102680 3630 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
CONCRETE: 88
TICKET NO: 414411
UNIT WEIGHT(pcf): N/A
ACTURE TYPE REMARKS
NE
Our letters and reportl ~e for the exclUmve uae of the client to whom they are addreeaed and shall not be rel~oduc ~d except in
full without the approval of the teatir~ laboratory. The ule of OL~ name mull recmve our written approval. Oul' let ere ~ reportl
1001 DY apply only to the sample teated and/or inspected, and are not indicative of the qulfltitiea of apparently identical or I millr producm.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 7/17/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont i nued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 74
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28
SLUMP: 4-5"
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
DAYS
AIR: 3-6%
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 936-=
CLASS OF CONCRETE: 400C
DATE OF PLACEMENT: 7/3
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) (psiI FI:
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
4 4 HOLD
ADDITIONALCOMMENTS:
30 Gallons of water added at site.
Technician: Anthony Lively
Technician
Report Distribution:
{1) Lincoln Property Co
{1) BUTLER CONSTRUCTION INCORP.
{1) BROCKS-DAY.OR.E, INC. /
(1} THE ClW OF COPPELL
ll) THE C[~ OF COPPELL
ll) O'BRIEN ASSOCIATES, INC.
O~ la.era ~ reports ire fo; t~ ~cl~ive ~ of t~ client [o whom t~y ire
f~l without t~ a;0~ovN of t~ t~ti~ laboratow. T~ ~ or o~ name m~t recewe
1001 DY apply only to t~ s~ple t~t~ ~/or i~eect~, a~ are not i~ice;ive of t~ qu~titi~ of app~ently identical
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
,~ra~ken, B.S. Ch.E.
oj ect Manager
except in