Northlake 635(2)-LR 970516 (5)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.: 1155(
COPPELL BUSINESS CENTER DATE OF SERVICE: 4
WRANGLER DR. & BELTLINE RD. AUTHORIZATION: Ct
COPPELL, TX REPORT DATE: 5/]
PAGE 1 Of 8
SERVICES: Test compressive strength specimens prepared in conjunctJ
inspection.
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C-138
AIR CONTENT: N~A
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
DAYS
CYLINDER
MARKED
SET NO.
1 1
1 2
1 3
1 4
PROJECT DATA
MIX DESIGN NUMBER: 934~.
DATE OF PLACEMENT: 4/~
TIME SAMPLED: 05: 15AM
TEMPERATURE (DegF) - AIR:
TRUCK NO: 133
MEASURED SLUMP (in.): 8.
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
A/7.8 to 8
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X
DATE AGE
TESTED {days)
4/25/97 7
4/25/97 7
5/16/97 28
5/16/97 28
DIAMETER
(in.)
6.00
6.00
6.00
6.00
12 CYLINDERS
MAXIMUM COMPRESSIVE
AREA LOAD STRENGTH
(sq.in.) {lbs. force) (psi) FF
28.27 98410 3480 Cf
28.27 94140 3330 C(
28.27 130080 4600 C(
28.27 126900 4490
ADDITIONAL COMMENTS:
Note: Visual check on slump, too high, superintendent elect
concrete.
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 2
Tech. · Southwestern Labs
Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
505034
8
/18/97
.arlie
6/97
with concrete
8/97
BY: Phillip L. Forrest
8 CONCRETE: 72
TICKET NO: 366815
.0
UNIT WEIGHT(pcf): N/A
IACTURE TYPE REMARKS
,NE
,NE
~NE
~NE
.ed to place
Our otterl and reports are for the exc Lm Ve kme of the client to whom they ate addressed and .hill not be reprodu~ ed except in
full without the approval of the te~ting lal3oretory. The cma of ou~ name muir race ye our written approve. Our s' tefs lad reports
1001 LW apply only to the sample ta~ted and/or inspected, and ate not indicative of the quentitiel of apparently identical or e imilat products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 4/18/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont inued)
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 C-138
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: 9349
DATE OF PLACEMENT: 4/1
TIME SAMPLED: 06: 35AM
TEMPERATURE (DegF) - AIR: 51
TRUCK NO: 756
MEASURED SLUMP (in.): 5.0
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
B.5/8.5
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
2 1 4/25/97
2 2 4/25/97
2 3 5/16/97
2 4 5/16/97
7 6.00 28.27 126670 4480 C¢
7 6.00 28.27 127290 4500 CC
28 6.00 28.27 165000 5840 CC
28 6.00 28.27 153120 5420 CC
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 3
REPORT NO. 115568
PAGE 2 OF 8
SET NO. 2
3/97
BY: Phillip L. Forrest
CONCRETE: 70
TICKET NO: 366834
UNIT WEIGHT(pcf): N/A
~CTURE TYPE REMARKS
NE
NE
NE
NE
~ters eld reports
fu I without the approval of the te~t:r~ laooretory, the u~s o.. o~-? ,,,,,,= '"'~3' .... '= "-'-:--' -- ;imilar products.
1001 LW apply only to the sample te~ted and/or tr~pected, al3d ars not H3dlcatlVe ot t~t~ quantities or app~renzly Io~lnuua u.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 4/18/97
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 C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C-138
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: 9349
DATE OF PLACEMENT: 4/1
TIME SAMPLED: 08:40AM
TEMPERATURE (DegF) - AIR: 5
TRUCK NO: 760
MEASURED SLUMP (in.): 5.2
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
D/6.3
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 1 4/25/97 7
3 2 4/25/97 7
3 3 5/16/97 28
3 4 5/16/97 28
6.00 28.27 127480 4510 CC
6.00 28.27 127270 4500 CC
6.00 28.27 155670 5510 CC
6.00 28.27 147200 5210 CC
ADDITIONAL COMMENTS:
Eight gallons of water added at site.
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 4
REPORT NO. 115568
PAGE 3 OF 8
SET NO. 3
8/97
BY: Phillip L. Forrest
CONCRETE: 73
TICKET NO: 366863
UNIT WEIGHT(pcf): N/A
ACTURE TYPE REMARKS
NE
NE
NE
NE
Our lettare ~ reports are for the exclusive use of the client to whom they e.-e addressed end shall not bo reproduc IKI except in
full without the approval of I:he te~ting laboratory. The use ofoqr name must receive, our .written app¢~v, al.. O,ur iet :era and reports
1001 LW eppty or~ly to the sample teated and/or inspected, and are not indicative of the quantities or apparently ioentlcal or s miler pr(.:lucca,
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 4/18/97
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 C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C-138
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/i
TIME SAMPLED: 09: 32AM
TEMPERATURE (DegF) - AIR:
TRUCK NO: 100
MEASURED SLUMP (in.): 5.
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
E/6.3 to E/6.7
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
4 1 4/25/97 7 6.00 28.27 107970 3820 C~
4 2 4/25/97 7 6.00 28.27 114320 4040 C~
4 3 5/16/97 28 ~ 6.00 28.27 138440 4900 C~
4 4 5/16/97 28 6.00 28.27 137480 4860 C~
ADDITIONALCOMMENTS:
Five (5) gallons of water added at site.
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 5
REPORT NO. 115568
PAGE 4 OF 8
SET NO. 4
.8/97
BY: Phillip L. Forrest
,7 CONCRETE: 74
TICKET NO: 344150
[5
UNIT WEIGHT(pcf): N/A
{ACTURE TYPE REMARKS
)NE
)NE
)NE
)NE
Our le~;tem and reports are for the exclusive ues of the client to whom they ere addre~ed and shall not be, re?.~od~ ced except in
full without the approval of the testing laboratory. The use of our name mu~t receive our written approval, uur ittar$ ~ reports
1001 LW apply only to the sample tested and/or inspected, arx:l are not indicative of the quantities of apparently identical or simitar products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 4/18/97
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
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C-138
AIR CONTENT: N/A
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
PROJECT DATA
MIX DESIGN NUMBER: 934cj
DATE OF PLACEMENT: 4/1
TIME SAMPLED: 10: 30AM
TEMPERATURE (DegF) - AIR: 7
TRUCK NO: 551
MEASURED SLUMP (in.): 4,
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
E.5/7.0
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) F
5 1 4/25/97 7 6.00 28.27 115840 4100 C(
5 2 4/25/97 7 6.00 28.27 118480 4190 C(
5 3 5/16/97 28 6.00 28.27 137980 4880 ' C(
5 4 5/16/97 28 6.00 28.27 140520 4970 C(
ADDITIONALCOMMENTS:
Five (5) gallons of water added at site.
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 6
REPORT NO. 115568
PAGE 5 OF 8
SET NO. 5
8/97
BY: Phillip L. Forrest
0 CONCRETE: 74
TICKET NO: 344159
5
UNIT WEIGHT(pcf): N/A
:ACTURE TYPE REMARKS
,NE
,NE
~NE
~NE
Our lette~ and report~ are for the exclusive u~e of the client to whom they era ~¢ldressed and shall not be reprodu :ed except in
i'uil without the approval of the i:esting laboratory The u~e of our name mL~t receiv~ our written approval.. Our la ctere end reports
1001 LW apply only to the sample tested and/or inspected, and are not indicative of the quantl~lee of apparent y identical or limilar products,
Lincoln Property Co.
PROJECT NO. 0903605034
OATE OFSERVICE: 4/18/97
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 C-138
AIR CONTENT: N~A
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
S ET N O. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 9349
DATE OF PLACEMENT: 4/1
TIME SAMPLED: 11: 30AM
TEMPERATURE (DegF) - AIR: 7
TRUCK NO: 731
MEASURED SLUMP (in.): 7.0
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
F/7.8
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
6 1 4/25/97 7 6.00 28.27 101230 3580 CO
6 2 4/25/97 7 6.00 28.27 105550 3730 CO
6 3 5/16/97 28 6.00 28.27 127020 4490 CO
6 4 5/16/97 28 6.00 28.27 137620 4870 CC
ADOITIONALCOMMENTS:
Note: Notified contractor of high slump on concrete.
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 7
REPORT NO. 115568
PAGE 6 OF 8
SET NO. 6
8/97
BY: Phillip L. Forrest
CONCRETE: 78
TICKET NO: 344166
UNIT WEIGHT(pcf): N/A
ACTURETYPE REMARKS
NE
NE
NE
NE
Our letters and reporta are for the exclusive uae of the client to whom they are addreesed and shall not be reproduc. ,:1 except in
full without the agprovai of the testing laboratory. The use of our name must receive our written approval. Ou~ let era and reports
1001 LW apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently identical or s, miler products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 4/18/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 40OOpsi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C-138
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: 9349
DATE OF PLACEMENT: 4/1
TIME SAMPLED: 01: 12PM
TEMPERATURE (DegF) - AIR: 8
TRUCK NO: 287
MEASURED SLUMP (in.): 6.0
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
G/6.5 to 8.5
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(dayst {in.) (sq.in.I {lbs. force) (psi) FR
7 1 4/25/97 7 6.00 28.27 103270 3650 CO
7 2 4/25/97 7 6.00 28.27 99510 3520 CO
7 3 5/16/97 28 6.00 28.27 129880 4590 CO
7 4 5/16/97 28 6.00 28.27 116530 4120 CO
ADDITIONALCOMMENTS:
Note: Notified contractor of high slump on concrete.
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 8
REPORT NO. 115568
PAGE 7 OF 8
SET NO. 7
B/97
BY: Phillip L. Forrest
CONCRETE: 82
TICKET NO: 366919
UNIT WEIGHT(pcf): N/A
,CTURE TYPE REMARKS
~E
NE
Our totters an4 rol;orts are for the exclusive u~e of the client to whom they sro ad, respa4 and shall not be repro(luc~ d except in
full without the approval of the testing laboratory. The use of ou~ name must receive our written al~provel. Our let1 art and re~ort~
1001 LW apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently identical or nilar p~'oducts.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 4/18/97
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 C-138
AIR CONTENT: N/A
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont ~ nued)
PROJECT DATA
MIX DESIGN NUMBER: 9349
DATE OF PLACEMENT: 4/1
TIME SAMPLED: 02:05PM
TEMPERATURE (DegF) - AIR: 8
TRUCK NO: 297
MEASURED SLUMP (in.): 4.
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
H/6.3 to 6.5
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.) Ilbs. force) {psi) F
8 1 4/25/97 7 6.00 28.27 120570 4260 CC
8 2 4/25/97 7 6.00 28.27 124990 4420 CC
8 3 5/16/97 28 6.00 28.27 151320 5350 CC
8 4 5/16/97 28 6.00 28.27 147700 5220 CC
REPORT NO. 115568
PAGE 8 OF 8
SET NO. 8
8/97
BY: Phillip L. Forrest
CONCRETE: 80
TICKET NO: 366931
UNIT WEIGHT(pcf): N/A
ACTURETYPE REMARKS
NE
NE
NE
NE
Technician: Phillip L. Forrest
Technician
Report Distribution: ~~
(1) Lincoln Property Co.
(1) BUTLER CONSTRUCTION INCORP.
(I) BROCKETT-DAV1S-DRAKE, INC.
(1) THE CITY OF COPPELL /
(1) THE CITY OF COPPELL
(1) O'8RIEN ASSOCIATES. INC.
<~)A.E.C.C. / t~_ dken, B.S.
~~ P~oject Manager
Our letters and reports ere for the exclusive uae of the client to whom they m'e addre~ed snd shall ~ be reprodu4ed except in
Our le
full without the approval of the testir~ laboratory. The u~e of out name mu~t receive our written approval. Keri and reportl
of apparently identical or ! products.
1001 LW apply only to the sample tested end/or inspected, and are not indicative of the quantities ~imil~r
:~N LABS
Ch. E.