Northlake 635(2)-LR 970522 (4)Max
TECHNOLOGIES INC
CLIENT:
PROJECT:
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Lincoln Property Co.
500 N. AKARD, SUITE 3300
ATTN: LARRY MOON
Dallas, TX 75201 PROJECT NO.: 090'~
REPORT NO.: 1158
COPPELL BUSINESS CENTER DATE OF SERVICE:
WRANGLER DR. & BELTLINE RD. AUTHORIZATION: C
COPPELL, TX REPORT DATE: 5/.
PAGE 1 OF 8
SERVICES: Test compressive strength specimens prepared in conjunct
inspection.
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000pgi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: N/A
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
PROJECT DATA
MIX DESIGN NUMBER: 934'
DATE OF PLACEMENT: 4/i
TIME SAMPLED: 04:
TEMPERATURE (DegF) - AIR:
TRUCK NO: 938
MEASURED SLUMP (in.): 5
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building A floor sl.
REPORT OF TESTS~
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER
MARKED DATE AGE
SET NO. TESTED (days)
1 1 5/01/97 7
1 2 5/01/97 7
I 3 5/22/97 28
1 4 5/22/97 28
MAXIMUM COMPRESSIVE
DIAMETER AREA LOAD STRENGTH
(in,) {sq.in.) {lbs. force) (psi) F
6.00 28.27 127180 4500 C~
6.00 28.27 121980 4310 C~
6.00 28.27 152720 5400 C~
6.00 28.27 148020 5240 C~
Technician: Phillip L. Forrest
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
77
~/24/97
%arlie
.)2/97
.on with concrete
:4/97
BY: Phillip L. Forrest
i7 CONCRETE: 78
TICKET NO: 357400
UNIT WEIGHT(pcf): N/A
[b B.2/2
~ACTURE TYPE REMARKS
)NE
)NE
)NE
)NE
Ou~ ottem end reportl ere for the exclUl~ve uae of the client to whom they ere ~ddrea~d and cheil not be re~rodu :ed except in
full without the approval of the teltir~l laboratory. The ule of ou~' name mL~lt receive our written approval, uu~ c £terl eno reportl
1001 LW 813ply only to the same=la ta~ted and/or inl~cted, anti ere not indicative of the quantitiea of apparenl~ly identical or limiler producta.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OFSERVICE: 4/24/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM
MOLDING & CURING: ASTM
SLUMP: ASTM
TEMPERATURE: ASTM
AIR CONTENT: N~A
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM
TESTING: ASTM
C-172
C31
C143
C1064
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 934
DATE OF PLACEMENT: 4/
TIME SAMPLED: 06:
TEMPERATURE (DegF) - AIR:
TRUCK NO: 482
MEASURED SLUMP (in.): 5.
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building A floor sl
C617
C39 REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X
MAXIMUM
AGE DIAMETER AREA LOAD
{days1 {in.) (sq.in.) (lbs. force)
12 CYLINDERS
COMPRESSIVE
STRENGTH
{psi) F
2 1 5/01/97
2 2 5/01/97
2 3 5/22/97
2 4 5/22/97
7 6.00 28.27 117570
7 6.00 28.27 115640
28 6.00 28.27 159280
28 6.00 28.27 153100
4160 C
4090 C
5630 C
5410 C
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 3
REPORT NO. 115877
PAGE 2 OF 8
SET NO. 2
.~4/97
BY: Phillip L. Forrest
i8 CONCRETE: 75
TICKET NO: 357410
25
UNIT WEIGHT(pcf): N/A
~b C-1.5
F{ACTURE TYPE REMARKS
DNE
DNE
DNE
Our lettem and ret3oft~ are for the axclualve L~e of the client to whom they ~e eddre~lad and shall not be reprorh .ced except in
full without the approval of the teltin~ leborltofy. The u~e of our name mL~lt receive our written approv'a. Our I ittere 11'~3 roi)Oral
1001 LW apply only to the soml3ie te~ted anti/or inl0ected, end are not in¢licetive of the quentitiel of apparently identical of similar prorlucte.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 4/24/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM
MOLDING & CURING: ASTM
SLUMP: ASTM
TEMPERATURE: ASTM
AIR CONTENT: N/A
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM
TESTING: ASTM
DAYS
C-172
C31
C143
C1064
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 934(.
DATE OF PLACEMENT: 4/,'
TIME SAMPLED: 07:07AM
TEMPERATURE (DegF) - AIR:
TRUCK NO: 938
MEASURED SLUMP (in.): 5.
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building A slab D.5
C617
C39 REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X
MAXIMUM
AGE DIAMETER AREA LOAD
(days) {in,) {sq.in.) {lbs. force)
12 CYLINDERS
COMPRESSIVE
STRENGTH
(psi) FI
3 1 5/01/97
3 2 5/01/97
3 3 5/22/97
3 4 5/22/97
7 6.00 28.27 122730 4340 C(
7 6.00 28.27 126940 4490 C(
28 6.00 28.27 145580 5150 C(
28 6.00 28.27 146490 5180 C(
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 4
REPORT NO. 115877
PAGE 3 OF 8
SET NO. 3
;4/97
BY: Phillip L. Forrest
0 CONCRETE: 76
TICKET NO: 357415
:5
UNIT WEIGHT(pcf): N/A
at 3.5
IACTURE TYPE REMARKS
~NE
~NE
~NE
~NE
Our letters a~l reports are for the exclusive u~ of the client to whom they are iddre~ed and shill not be reprodu, ed except in
full without the approval of the testing laboratory. The use of ~ name must receive our written approval. Our le terl ~ repo~
1001 LW apply only to the sample tested and/or in~ected, ~d are not indicative of the quamtitie~ of a~3parenfly identical or I imilar products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 4/24/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000pa£ @ 28 DAYS
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: N/A
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 934c.
DATE OF PLACEMENT: 4/;
TIME SAMPLED: 08:40AM
TEMPERATURE (DegF) - AIR:
TRUCK NO: 499
MEASURED SLUMP (in.): 5.
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building A- slab E/~'
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 5/01/97 7
4 2 5/01/97 7
4 3 5/22/97 28
4 4 5/22/97 28
6.00 28.27 124930 4420 Cf
6.00 28.27 125350 4430 C(
6.00 28.27 163470 5780 C(
6.00 28.27 162320 5740 C(
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 5
REPORT NO. 115877
PAGE 4 OF 8
SET NO. 4
4/97
BY: Phillip L. Forrest
7 CONCRETE: 70
TICKET NO: 357045
5
UNIT WEIGHT(pcf): N/A
.0
~,ACTURE TYPE REMARKS
,NE
,NE
~NE
~NE
Our lettem end reports are for the exclusive use of the client to whom they Ye ~ldrmed ar, d shall not be. re~..rod.uc ed except in
full without the approval of the te~tin~ laboratory. The use of ou~ name must receive ou~ written al~proval, uur lei ~el'e a~d reports
1001 LW ml;l~l¥ only to the semi,lo te~tl~l end/el' inspected, and ere not ir~icetiYe of the quamtitie~ of a~l~&rently identical or I imilar I~rnducts.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 4/24/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
( Cont i hued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: N~A
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 934!
DATE OF PLACEMENT: 4/~
TIME SAMPLED: 09: 50RM
TEMPERATURE (DegF) - AIR:
TRUCK NO: 562
MEASURED SLUMP (in.): 6.
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building A floor sl
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
{days) (in.) (sq.in.) {lbs. force) {psi) Fl
5 i 5/01/97
5 2 5/01/97
5 3 5/22/97
5 4 5/22/97
7 6.00 28.27 128370 4540 C(
7 6.00 28.27 120450 4260 C¢
28 6.00 28.27 161320 5710 C(
28 6.00 28.27 159340 5640
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 6
REPORT NO. 115877
PAGE 5 OF 8
SET NO. 5
4/97
BY: Phillip L. Forrest
9 CONCRETE: 74
TICKET NO: 357055
)0
UNIT WEIGHT(pcf): N/A
tb F-3
:~ACTURE TYPE REMARKS
)NE
)NE
)NE
)NE
Out letter~ and reportl ers for the excluaivs uae of the client to whom they ere eddrsaaed and shall not be reprodu :ed sxcel~t in
full without the approval of the telling laboratory. The tree of our nlme mu~t recmvs out written spprov'a, Our la Rem ~ reportl
1001 LW apply only to the sample tested a~cl/or inspected, ~ ire not indicative of the quant~tiel of apparently identical or ~imder productl.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 4/24/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM
MOLDING & CURING: ASTM
SLUMP: ASTM
TEMPERATURE: ASTM
AIR CONTENT: N/A
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM
TESTING: ASTM
DAYS
C-172
C31
C143
C1064
CYLINDER
MARKED DATE
SET NO, TESTED
PROJECT DATA
MIX DESIGN NUMBER: 934
DATE OF PLACEMENT: 4/
TIME SAMPLED: 11: 19AM
TEMPERATURE (DegF) - AIR:
TRUCK NO: 562
MEASURED SLUMP (in.): 5.
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building A floor sl
C617
C39 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
6 1 5/01/97
6 2 5/01/97
6 3 5/22/97
6 4 5/22/97
7 6.00 28.27 112920 3990 C~
7 6.00 28.27 133630 4730 Cl
28 6.00 28.27 162860 5760 C~
28 6.00 28.27 160690 5680 C~
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 7
REPORT NO. 115877
PAGE 6 OF 8
SET NO. 6
).4/97
BY: Phillip L. Forrest
i8 CONCRETE: 75
TICKET NO: 357066
.~5
UNIT WEIGHT(pcf): N/A
[b G-2
~ACTURE TYPE REMARKS
)NE
)NE
)NE
)NE
Our letters and reporte ere for the exclueive uae of the client to whom they are addrelled and shall not be reprodu :ed except in
full without the approval of the te~ting laboratory. The ule of ou~ name mu~t receive o~' written approval. Our I~ tterl and reportl
1001 LW apply only to the sample tea(ed and/or inspected, and are not incIice[ive of the quantitiel of apparently identical or mimiiar productl.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 4/24/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
( Cont i hued)
PROJECT DATA
CONTRACTOR: BUTLER CONSTRUCTION MIX DESIGN NUMBER: 934~.
CONCRETE SUPPLIER: PIONEER DATE OF PLACEMENT: 4/~'
PLANT: 29 TIME SAMPLED: 12:32PM
SPECIFICATION REQUIREMENTS TEMPERATURE [DegF) - AIR:
STRENGTH: 4000psi @ 28 DAYS TRUCK NO: 491
SLUMP: 5" MEASURED SLUMP (in.): 5.
METHOD OF TEST AIR CONTENT(%): N/A
SAMPLING: ASTM C-172 LOCATION OF PLACEMENT:
MOLDING & CURING: ASTM C31 Building A floor sl~
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: N/A
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39 REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. TESTED {days} {in.} {sq.in.) {lbs. force} (psi) FI
7 1 5/01/97 7 6.00 28.27 130230 4610 C(
7 2 5/01/97 7 6.00 28.27 121650 4300 C(
7 3 5/22/97 28 6.00 28.27 162500 5750 C(
7 4 5/22/97 28 6.00 28.27 156920 5550 C(
ADDITIONALC0MMENTS:
Fifteen (15) gallons of water added at site.
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 8
REPORT NO. 115877
PAGE 7 OF 8
SET NO. 7
',4/97
BY: Phillip L. Forrest
5 CONCRETE: 75
TICKET NO: 357078
~0
UNIT WEIGHT(pcf): N/A
Lb G.9-1.5
IACTURE TYPE REMARKS
~NE
~NE
~NE
~NE
Our letters ~nd repo~ are fo~ the exclusive u~e of the client to whom ti'~y are ~dr~ed a~ sh~l not ~ repr~u~ ~ exce~* in
f~l witho~ t~ approval of t~ t~ti~ laboratory. T~ ~ of our nlme m~t recmve o~ written agproval. O~ le~ t~ ~rep~
1001 LW ~ply only to t~ sample t~t~ ~/or i~ct~, a~ are not i~icative of t~ qu~titi~ of apparemly idem/cai or ~/miler pr~tl.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 4/24/97
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28
DAYS
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: N/A
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED
SET NO.
1
2
3
4
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont i nued)
8
8
8
8
PROJECT DATA
MIX DESIGN NUMBER: 934c.
DATE OF PLACEMENT: 4/;
TIME SAMPLED: 01:30PM
TEMPERATURE (DegF) - AIR:
TRUCK NO: 491
MEASURED SLUMP (in.): 6.
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building A floor H-~
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE DIAMETER AREA LOAD STRENGTH
TESTED (days) {in.) (sq.in.) (lbs. force) (psi) FF
5/01/97 7 6.00 28.27 135720 4800 CC
5/01/97 7 6.00 28.27 136180 4820 Cf
5/22/97 28 6.00 28.27 157450 5570 CC
5/22/97 28 6.00 28.27 151100 5340 C¢
ADDITIONAL COMMENTS:
Fifteen (15) gallons of water added at site.
Technician: Phillip L. Forrest
Technician
Report Distribution:
I1) Uncoln Prol~r~y' Ce.
[1} BUTLER CONSTRUCTION INCORP. MAXI~
{1] BROCKETT-DAVI~-DRAKE, INC.
{1) THE CITY OF COPPELL
(1 ] THE CITY OF COPPELL
[1) O'BRIEN ASSOCIATES INC.
O~ le~em ~ repo~a ~e for t~ excl~ive ~ of t~ client to whom t~d~lll not ~.r~r~c
f~l witho~ t~ approval of t~ t~ti~ I~orltery. T~ ~ of o~ name m~t recewe o~ wntten epprovN. O~ let
1001 LW apply only to
REPORT NO. 115877
PAGE 8 OF 8
SET NO. 8
4/97
BY: Phillip L. Forrest
5 CONCRETE: 77
TICKET NO: 357088
0
UNIT WEIGHT(pcf): N/A
.7/3
ACTURE TYPE REMARKS
NE
NE
NE
NE
LABS
~B?acken, B.S. Ch.E.
oject Manager
~1 ex.pt in