Northlake 635(2)-LR 970425 (7)Ma;
2~
TECHNOLOGIES INC
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. & BELTLINE RD.
COPPELL, TX
PAGE I OF 4
PROJECT NO.: 090.'
REPORT NO.: 1145
DATE OF SERVICE:
AUTHORIZATION: Ch
REPORT DATE: 4/
Test compressive strength specimens prepared in conjunct
inspection.
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5" AIR: 3-6%
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C-138
AIR CONTENT: ASTM C173
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE AGE
SET NO. TESTED (daw)
1 1 4/04/97 7
i 2 4/04/97 7
1 3 4/25/97 28
1 4 4/25/97 28
PROJECT DATA
MIX DESIGN NUMBER: 933
CLASS OF CONCRETE: 300
DATE OF PLACEMENT: 3/
TIME SAMPLED: 04:12~
TEMPERATURE (DegF) - AIR:
TRUCK NO: 728
MEASURED SLUMP (in.): 5.
AIR CONTENT(%): 3.25
LOCATION OF PLACEMENT:
5' from south curb
at southwest corner
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
' DIAMETER AREA LOAD STRENGTH
(in.} (sq.in.) (lbs. force) {psi} F
6.00 28.27 95740 3390 C
6.00 28.27 96110 3400 C
6.00 28.27 113720 4020 C
6.00 28.27 121720 4300 C
Technician: David King
Technician
Report Of Tests Continued On Page 2
:im Tech. ·Southweatem Labs
i75 Lone Star Dr. · P.O. Box 224227
Della,, Taxa, 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
t605034
61
3/28/97
arlie
25/97
ion with concrete
psi @ 28 days
28/97
BY: David King
58 CONCRETE: 69
TICKET NO: 343327
50
UNIT WEIGHT(pcf): N/A
and 10' from east curb
of building B
RACTURE TYPE REMARKS
Our letters etd report~ are for the exclusive u~e of the client to whom they are ad,re.ed and shall not be reprod~ :ed except in
full without the approval of the t~ti~ laboratory. The ~e of our name must receive our wntten aoproYel. Our h ttera and reports
1001 LW apply only to the sample te~ted e~d/or inspected, end ere not indicative of the quantities of apparently identical or similar products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 3/28/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont i hued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 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 C-138
ASTM C173
N/A
ASTM C617
ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 933'
CLASS OF CONCRETE: 300~
DATE OF PLACEMENT: 3/:
TIME SAMPLED: 05: 56AM
TEMPERATURE (DegF) - AIR:
TRUCK NO: 771
MEASURED SLUMP (in.}: 6.
AIR CONTENT(%): 3.75
LOCATION OF PLACEMENT:
6' from west expant
expantion joint, 65
of building B
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) (in.) (Iq.in.) (lbs. force) (psi) F
2 1 4/o4/97 7
2 2 4/04/97 7
2 3 4/25/97 28
2 4 4/25/97 28
6.00 28.27 93790 3320 C~
6.00 28.27 94160 3330 C~
6.00 28.27 121880 4310 Cl
6.00 28.27 122860 4350 C~
Technician: David King
Technician
Report Of Tests Continued On Page 3
REPORT NO. 114561
PAGE 2 OF 4
SET NO. 2
psi @ 28 days
8/97
BY: David King
~0 CONCRETE: 70
TICKET NO: 343339
!5
UNIT WEIGHT(pcf): N/A
Lon joint, 8' from north
west of southeast corner
IACTURE TYPE REMARKS
)NE
)NE
)NE
)NE
Our letters and ret~orts are for the exclusive uae of the client to whom they ~re addressed and shell not be reprodu =ed except in
full without the e[0provel of the testin~ laboratory. The u~ of ou~ name muat receive, our written apPr0¥el. Our la Itsrs and reports
1001 LW apply on y to t~e simp e tested and/or in~cted. ~ ere not indicative of the quantlt es of apparently dent cai or limiler products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OFSERVlCE: 3/28/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
( Cont i nued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 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 C-138
ASTM C173
N/A
ASTM C617
ASTM C39
CYLINDER
MARKED DATE
$ ET N O. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 933c~
CLASS OF CONCRETE: 300(
DATE OF PLACEMENT: 3/2
TIME SAMPLED: 07 =45AM
TEMPERATURE (DegF) - AIR:
TRUCK NO: 739
MEASURED SLUMP (in.): 6
AIR CONTENT(",(,): 3 · 75
LOCATION OF PLACEMENT:
6' from north curb
from west building
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
3 1 4/04/97 7
3 2 4/04/97 7
3 3 4/25/97 28
3 4 4/25/97 28
6.00 28.27 94190 3330 CC
6.00 28.27 93990 3320 CO
6.00 28.27 103420 3660 CO
6.00 28.27 116600 4120 CO
Technician: David King
Technician
Report Of Tests Continued On Page 4
REPORT NO. 114561
PAGE 3 OF 4
SET NO. 3
psi @ 28 days
8/97
BY: David King
I CONCRETE: 70
TICKET NO: 343349
0
UNIT WEIGHT(pcf): N/A
ext to building and 56'
orner on building C
ACTURE TYPE REMARKS
NE
NE
NE
~E
Ou~ lette¢~ a~d reports are for the exclusive use of the client to whom they are eddre~ed end shill not be reer~u~ ~ ex,pt in
full witho~ ~ approvN of t~ t~ti~ laboratory. T~ ~ of o~ name m~t recmve our written aDprovll. Our le~, ~ a~ repor~
1001 LW aoply only to t~ sam~ie t~ted a~/or i~ct~, a~ are ~t i~icative of t~ quantiti~ of agparently identical or sil 1ilar pr~ucts.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 3/28/97
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5" AIR: 3-6%
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C-138
AIR CONTENT: ASTM C173
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cent i hued )
PROJECT DATA
MIX DESIGN NUMBER: 933~.
CLASS OF CONCRETE: 300(
DATE OF PLACEMENT: 3/;
TIME SAMPLED: 10: 30~v[
TEMPERATURE (DegF) - AIR:
TRUCK NO: 771
MEASURED SLUMP (in.): 5.
AIR CONTENT(%): 4.0
LOCATION OF PLACEMENT:
1' from the west, 1
at southwest corner
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) (in.) (sq.in.) (lbs. force) (psi} FR
4 1 4/04/97 7 6.00 28.27 93860 3320 CO
4 2 4/04/97 7 6.00 28.27 93910 3320 CO
4 3 4/25/97 28 6.00 28.27 126810 4480 CO
4 4 4/25/97 28 6.00 28.27 118440 4190 CO
Technician: David King
Technician
Report Distribution:
(1) Unce~ Prel~'ty Ce.
(1) BUTLER CONS'T~UCT1ON INCORP.
[1 ) BROCKETT-OAVIS.-DRAKE, INC.
(1} THE CITY OF COLWELL
(I! THE CITY OF COPPEU.
(1! O'BRIEN ASSOCIATES, INC.
(1 ! A.E.C.C.
1001 LW
REPORT NO. 114561
PAGE 4 OF 4
SET NO. 4
psi @ 28 days
8/9?
BY: David King
0 CONCRETE: 72
TICKET NO: 343368
5
UNIT WEIGHT(pcf):
from the north
of building C
N/A
ACTURE TYPE
REMARKS
.~E
.~E
Lawrence~Bracken, B.S. Ch.E.
PrOject Manager
.O? le~..er~ a~d. report~ a. re.for the exclusive u~e of the client to whom they sre eddre~ed ar~ shall net be reproduce¢~ except in
TUll WithOUt tN approvM of the re, tirol laboratory. The u~e of ou~ name mLmt receive our wr tten approve. Our lettei's snd reports
apply only to the sample te~ted and/or inspected, and ate not indicative of the Cluantitie~ of apparently identical or sin~ilsr products.
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