Northlake 635(2)-LR 970221 (2)Maxi
25
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.: 0903
REPORT NO.: 1116I
COPPELL BUSINESS CENTER DATE OF SERVICE:
WRANGLER DR. & BELTLINE RD. AUTHORIZATION:
COPPELL, TX REPORT DATE: 2/
SERVICES: Test compressive strength specimens prepared in conjunct:
inspection.
PROJECT DATA
CONTRACTOR: BUTLER CONSTRUCTION MIX DESIGN NUMBER: 934!
CONCRETE SUPPLIER: PIONEER DATE OF PLACEMENT: 1/~
PLANT: 29 TIME SAMPLED: 10: 30AM
SPECIFICATION REQUIREMENTS TEMPERATURE (°F) - AIR: 5.=
STRENGTH: 4000psi @ 28 DAYS TRUCK NO: 654
SLUMP: 5" AIR CONTENT(%): 2.0
METHOD OF TEST: ASTM C-39 LOCATION OF PLACEMENT:
10' East of west, 5
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE DIAMETER AREA LOAD
SET NO. {inches) TESTED {days) {in.) {sq.in.) {lbs. force)
1 1 5.00 1/31/97 7 6.00 28.27 123320
1 2 5.00 1/31/97 7 6.00 28.27 126940
1 3 5.00 2/21/97 28 6.00 28.27 167460
1 4 5.00 2/21/97 28 6.00 28.27 172480
ADDITIONAL COMMENTS:
Twenty gallons of water added
Technician: Ronnie Lauderdale
Technician
Report Of Tests Continued On Page 2
1001 LW
m Tech. · Southwestern Labs
75 Lone Star Dr. · P.O. Box 224227
Dallae, Texaa 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
605034
)8
./24/97
11/97
on with
concrete
4/97
BY: Ronnie Lauderdale
CONCRETE: 65
TICKET NO: 334439
north of south
OMPRESSIVE
STRENGTH
~psi)
4360
4490
5920
6100
REMARKS
Our letters and reports are for the exclusive use of the client to whom they are addressed and ah&il not be reprodb :e~ except in
full without the approv&t of the testing laboratory. The use of Durhams must receive our written approval. Our le ters a~i reports
apply only to ~:he sample tested and/or inspected, and a,e not indicative of the quantities of apparently identical or sim=Jar products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 1/24/97
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: ASTM C-39
PROJECT DATA
MIX DESIGN NUMBER: 934c.
DATE OF PLACEMENT: 1/~
TIME SAMPLED: 11: 48AM
TEMPERATURE ( I F) - AIR: 58
TRUCK NO: 87
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
38' North of south,
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
2 1 5.50 1/31/97
2 2 5.50 1/31/97
2 3 5.50 2/21/97
2 4 5.50 2/21/97
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
(days) (in.) (sq.in.) (Ihs. force)
7 6.00 28.27 1~6440
7 6.00 28.27 118530
28 6.00 28.27 153310
28 6.00 28.27 164310
Technician: Ronnie Lauderdale
Technician
Report Of Tests Continued On Page 3
1001 LW
REPORT NO.
PAGE 2
SET NO. 2
111608
4/97
BY: Ronnie Lauderdale
CONCRETE: 67
TICKET NO: 334454
20' west of east
OMPRESSlVE
STRENGTH
(psi)
4120
4190
5420
5810
REMARKS
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reprodu, :ed except in
full without the approval of the testing laboratory. The use cf ourname must receive our written approval. Our let :ers and reports
apply only to the sample tested and/or i~lspected, and are not indicative of the cluantltleS of apparenti¥ identical or . :imiler ~roducte.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 1/24/97
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST: ASTM C-39
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. {inchesI TESTED
3 1 5.00 1/31/97
3 2 5.00 1/31/97
3 3 5.00 2/21/97
3 4 5.00 2/21/97
Technician: Ronnie Lauderdale
Technician
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
1001 LW
PROJECT DATA
MIX DESIGN NUMBER: 934'
DATE OF PLACEMENT: 1
TIME SAMPLED: 12: 20PM
TEMPERATURE ( I F) - AIR: 5;
TRUCK NO: 728
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
60' North of south,
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
(days) {in.) {sq,in.) {lbs. force)
Report
7 6.00 28.27 120380
7 6.00 28.27 116370
28 6.00 28.27 170640
28 6.00 28.27 166240
Of Tests Continued On Page 4
REPORT NO.
PAGE 3
SET NO. 3
111608
~4/97
BY: Ronnie Lauderdale
CONCRETE: 67
TICKET NO: 334460
25' west of east
:OMPRESSIVE
STRENGTH
(psi)
4260
4120
6030
5880
REMARKS
Our letters and reporta are for th~ exclusive uae of the client to whom they are addressed and shall not be reprod~, ced except in
full without The approval of the testing I&boretorv. The use of ourneme must receive our written approval. Our le :tara and reoorte
apply only to The sample tested and/or inspected, and are not indicative of the quantities of apparently ~dentical or similar products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 1/24/97
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: ASTH C-39
PROJECT DATA
MIX DESIGN NUMBER: 934
DATE OF PLACEMENT: 1_/;
TIME SAMPLED: Oi:40PM
TEMPERATURE ( I F) - AIR: 6(
TRUCK NO: 512
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
80' North of south,
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. {inches~ TESTED
4 1 5.50 1/31/97
4 2 5.50 1/31/97
4 3 5.50 2/21/97
4 4 5.50 2/21/97
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
{days) {in.) {sq.in.) (Ibs. force)
7 6.00 28.27 122600
7 6.00 28.27 132680
28 6.00 28.27 159990
28 6.00 28.27 172050
Technician: Ronnie Lauderdale
Technician
Report Of Tests Continued On Page 5
1001 LW
REPORT NO.
PAGE 4
SET NO. 4
111608
!4/97
BY: Ronnie Lauderdale
CONCRETE: 71
TICKET NO: 334469
45' west of east
:OMPRESSIVE
STRENGTH
(psi)
4340
4690
5660
6080
REMARKS
Our letters and reports are for the exclus ve use of the c ient to whom they are addressed and shall not be reprod~, ced except in
full without the approval of the testing laboratory. The uso of ourname must race ve our written approval. Our le :tars and reoorts
apply onW to the sample tested and/or inspected, and ere not ir~icative of the quantities of apparently identical or similar products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 1/24/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont i nued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST: ASTM C-39
PROJECT DATA
MIX DESIGN NUMBER: 934c.
DATE OF PLACEMENT: 1/~
TIME SAMPLED: 02: 38PM
TEMPERATURE ( I F) - AIR: 73
TRUCK NO: 390
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
60' South of north,
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
5 1 5.00 1/31/97
5 2 5.00 1/31/97
5 3 5.00 2/21/97
5 4 5.00 2/21/97
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
{dayst (in.) (sq,in.) {lbs. force~
7 6.00 28.27 1~9760
7 6.00 28.27 118050
28 6.00 28.27 162120
28 6.00 28.27 163800
Technician: Ronnie Lauderdale
Technician
Report Of Tests Continued On Page 6
1001 LW
REPORT NO.
PAGE 5
SET NO. 5
111608
4/97
BY: Ronnie Lauderdale
CONCRETE: 78
TICKET NO: 335993
30' east of west
OMPRESSIVE
STRENGTH
(psi)
4240
4170
5730
5790
REMARKS
Our etters and reports are for the exclusive use of the client to whom they are addressed and shall not be ~eproduc excel3t in
full without the approval of the testing labofatorv. The use of ourneme must receive our written approval. Our let1 and reports
apply only to the samole tested and/or inspected, and are not indicative of the quanuties of al313a~'ently identical or ,miler products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 1/24/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont i nued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000Dsi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST: ASTH C-39
PROJECT DATA
MIX DESIGN NUMBER: 934cj
DATE OF PLACEMENT: 1/2
TIME SAMPLED: 04=05PM
TEMPERATURE ( I F) - AIR: 60
TRUCK NO: 120
AIR CONTENT(%): 1o 5
LOCATION OF PLACEMENT:
30' South of north,
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
6 1 5.00 1/31/97
6 2 5.00 1/31/97
6 3 5.00 2/21/97
6 4 5.00 2/21/97
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
(days) (in.) (sq.in.) (Ibs. force)
7 6.00 28.27 1~6660
7 6.00 28.27 117180
28 6.00 28.27 176280
28 6.00 28.27 176040
ADDITIONAL COMMENTS:
Fifteen gallons of water added
Technician: Ronnie Lauderdale
Technician
Report Of Tests Continued On Page 7
1001 LW
REPORT NO.
PAGE 6
SET NO. 6
111608
4/97
BY: Ronnie Lauderdale
CONCRETE: 76
TICKET NO: 336011
10' east of west
OMPRESSIVE
STRENGTH
(psi)
4130
4140
6230
6230
REMARKS
Our letters amd re~orts are for the exc u$ive use of the ctient to whom they are addressed anct shall not be repreduc .'d except in
full without tree approvat of the testing laboratory. The use of ourname mus! receive cur written approval. Ou~' et1 .,rs and reports
al)ply only to the sample tested and/or inspected, and are not im:ilcative of the quanuties of aO~arently identical or s miler preduc~.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 1/24/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
( Cont i nued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 400Opsi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST: ASTM C-39
PROJECT DATA
MIX DESIGN NUMBER: 934~.
DATE OF PLACEMENT: 1/~
TIME SAMPLED: 04:50PM
TEMPERATURE ( I F) - AIR: 71
TRUCK NO: 736
AIR CONTENT(%): 2.0
LOCATION OF PLACEMENT:
80' East of west, 3C
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO, {inches) TESTED
7 1 5.00 1/31/97
7 2 5.00 1/31/97
7 3 5.00 2/21/97
7 4 5.00 2/21/97
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH -6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
Idays) (in.) (sq.in.) (lbs. force)
7 6.00 28.27 1Q6200
7 6.00 28.27 107640
28 6.00 28.27 155160
28 6.00 28.27 156960
Technician: Ronnie Lauderdale
Technician
Report Of Tests Continued On Page 8
1001 LW
REPORT NO.
PAGE 7
SET NO. 7
111608
4/97
BY: Ronnie Lauderdale
CONCRETE: 78
TICKET NO: 334495
.' south of north
OMPRESSIVE
STRENGTH
3760
3810
5490
5550
RI~MARKS
Our letters and reports are for the exc us ve ~ of the client to whom they are addressed and shall not be re~orodu* ed except in
full without the aDprovel of the testing laboratory. The use of ourname must receive our written aDDroval, uur let ers and reports
apply only to the sample teste(~ and/or inspected, and are not inaicative of the quantities of aDparentl¥ identical or ! imilar 13roducts,
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 1/24/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont i nued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST: ASTH C-39
PROJECT DATA
MIX DESIGN NUMBER: 9349
DATE OF PLACEMENT: 1/2
TIME SAMPLED: 06: OODM
TEMPERATURE ( I F) - AIR: 70
TRUCK NO: 87
AIR CONTENT(%): 1.5
LOCATION OF PLACEMENT:
10' West of east, 5'
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. {inches) TESTED
8 1 5.00 1/31/97
8 2 5.00 1/31/97
8 3 5.00 2/21/97
8 4 5.00 2/21/97
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12. CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
(daysI (in.) (sq.in.} (lbs. force)
7 6.00 28.27 1~0430
7 6.00 28.27 118050
28 6.00 28.27 143950
28 6.00 28.27 178680
Technician: Ronnie Lauderdale
Technician
Report Distribution: MAXIM
(1) Lincoln Property Co. (1) A.E.C.C.
(1) BUTLER CONSTRUCTION INCORP. /
(1) BROCKETT-DAVIS-DRAKE, ]NC. /
(1) THE CITY OF COPPELL /
T.E C,TY coP.E /
(1) O'BRIEN ASSOCIATES, INC. L/ // Pr,
1001 LW , r
Our letters end reports are for the exclusive use of the client to whom t~ey a · a(:tdre$$ed an~ $1~ot be reproduce
full without the approval of the testing laboratory. The use of ourname must receive our writte/a"Jlpprovel. Our lettll
apply only tO the sample tested artd/or inspected, end are not indic&t~ve of the quantities of apparently identical or
REPORT NO.
PAGE 8
SET NO. 8
111608
~/97
BY: Ronnie Lauderdale
CONCRETE: 73
TICKET NO: 334503
south of north
)MPRESSIVE
;TRENGTH
(psi)
4260
4170
5090
6320
REMARKS
LABS
B~'a~ken, B.a.
j act Manager
except in
Ch · E ·