Northlake 635(2)-LR 970612TECHNOLOGIES INC
Max
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 3
PROJECT NO.: 0902
REPORT NO.: 11681
DATE OF SERVICE:
AUTHORIZATION:
REPORT DATE: 6/
Test compressive strength specimens prepared in conjunct
inspection.
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C173
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED
SET NO.
i 1
1 2
I 3
I 4
DATE AGE
TESTED {daw)
5/22/97
5/22/97 7
6/12/97 28
6/12/97 28
PROJECT DATA
MIX DESIGN NUMBER: 933
DATE OF PLACEMENT: 5/
TIME SAMPLED: 06: 15AM
TEMPERATURE (DogF) - AIR:
TRUCK NO: 122
MEASURED SLUMP {in.): 6.
AIR CONTENT(%): I. 0
LOCATION OF PLACEMENT:
Panel #34
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 83360 2950 C'
6.00 28.27 82740 2930 C
6.00 28.27 108140 3820 C
'6.00 28.27 108460 3840 C
Technician: Ronnie Lauderdale
Technician
Report Of Tests Continued On Page 2
im Tech.- Southwestern Labs
75 Lone Star Dr. · P.O. Box 224227
Dallas. Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
605034
~3
~/15/97
L2/97
Lon with concrete
?
L5/97
BY: Ronnie Lauderdale
r5 CONCRETE: 79
TICKET NO: 376722
50
UNIT WEIGHT(pof): N/A
RACTURE TYPE REMARKS
)NE
)NE
DNE
3NE
Our lettem and reportl are f~ the exckmive uae of the client to whom they are ~cldre~ed and ~,all net be.re~ed.~ ced except in
full without the approval of the te~ting laboratory. The uea el~ our name must receive ou~ written approvm, utx ~ ~tterl arm report~
1001 DY al~pl¥ only to the sempl$ teated andlo~ inepected, end are net indicative of the qu~ntitie~ of a~parently identical m' limilar I~educta.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 5/15/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont (hued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: P IONq~ER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C173
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 9331
DATE OF PLACEMENT: 5/]
TIME SAMPLED: 07
TEMPERATURE (DegF) - AIR:
TRUCK NO: 398
MEASURED SLUMP (in.): 5
AIR CONTENT(%): 1.0
LOCATION DF PLACEMENT:
Panels ~ 25, 26, 27
Sampled @ panel #23
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
2 ! 5/22/97 7
2 2 5/22/97 7
2 3 6/12/97' 28
2 4 6/12/97 28
6.00 28.27 98550 3490
6.00 28.27 98620 3490
6.00 28.27 126800 4480
6.00 28.27 131110 4640
Technician: Ronnie Lauderdale
Technician
Report Of Tests Continued On Page 3
1001 DY
Our lettem and ropor~ ~o fo~ the e?'qusive uae of the client to whom they ~re ed¢~ree~ed end ~hNI not be rel~rodu!
full without the 8pprovaJ of the tm:ting 8boratory. The use of. o~ ngme must recetv~.our written lopr?¥cl.. Our le
REPORT NO. 116853
PAGE 2 OF 3
SET NO. 2
,5/97
BY: Ronnie Lauderdale
9 CONCRETE: 79
TICKET NO: 376743
~0
20
IACTURE TYPE REMARKS
~NE
~NE
~NE
~NE
ed except in
terllnoreoort~
m~il~rl~'oduol,~.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OFSERV~CE: 5/15/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000pSi @ 28 DA~'8
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C173
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 933',
DATE OF PLACEMENT: 5 /
TIME SAMPLED: 10: 33.a~
TEMPERATURE (DegF) - AIR:
TRUCK NO: 296
MEASURED SLUMP (in.): 5
AIR CONTENT(%): 1o 0
LOCATION OF PLACEMENT:
Panels #80, 89, 83,
Sampled @ 84, 83
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) FI
3 i 5/22/97 7
3 2 5/22/97 7
3 3 6/12/97 28
3 4 6/12/97 28
6.00 28.27 104790 3710 CC
6.00 28.27 104650 3700 CC
6.00 28.27 134960 4770 CC
6.00 28.27 137310 4860 C(
Technician: Ronnie Lauderdale
Technician
Report Distribution:
(1! Lincoln Property Co.
{1} BUTI. ER CONSTRUCTION INCORP.
{1} EROCKETT-DAV1S-DRAKE, INC.
(1} THE CITY OF COPPELL
[1) THE CITY OF COPPELL
(1} O°SRIEN ASSOCIATES, INC.
(1) A.E.C.C.
1001 DY
MAXIM TEC
Ou~ etto~ emi rop~'t~ ate f~ the exclusive use ~ t~ cli~ to wh~ ~y ~e ~r~ ~ ~1 ~t ~ r~u¢
f~l witho~ t~ ~provM of t~ t~i~ laboratory. T~ ~ of o~ n~e m~t receive ~ wn~en ~prevM. O~ e~
~ply ~y to t~ ~p~ t~ ~/~ i~ct~, ~ ~e ~t i~icative of t~ qu~titi~ of ~D~ently ~tic~ ~ I
REPORT NO. 116853
PAGE 3 OF 3
SET NO. 3
,5/97
BY: Ronnie Lauderdale
7 CONCRETE: 73
TICKET NO: 375266
~0
UNIT WEIGHT(pcf): N/A
17, 16, 18, 19
IACTURE TYPE REMARKS
~NE
~NE
~NE
~NE & SHEAR
BS
~acken, B.S. Ch.E.
'oj ect Manager
ed except in
ter~ m~l report~
imil~ iw~u~ts.