Northlake 635(2)-LR 970513 (2)Maxin
257~
TECHNOLOGIES INC
CLIENT:
PROJECT:
SERVICES:
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Lincoln Property Co.
500 N. AKARD, SUITE 3300 PAGE 1 OF 2
ATTN: LARRY MOON
Dallas, TX 75201 PROJECT NO.: 09036
REPORT NO.: 11632!
COPPELL BUSINESS CENTER DATE OF SERVICE: 5~
WRANGLER DR AND BELTLINE RD AUTHORIZATION: On~
COPPELL TX REPORT DATE: 5/11
Test compressive strength specimens prepared in conjuncti,
inspection.
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000pS£ (9 28
SLUMP: 5"
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
DAYS
CYLINDER
MARKED DATE
SET NO. TESTED
1 1 5/13/97
1 2 5/13/97
1 3 6/03/97
PROJECT DATA
MIX DESIGN NUMBER: 9337
DATE OF PLACEMENT: 5/0
TIME SAMPLED: 08: 40,~[
TEMPERATURE (DegF) - AIR: 6~
TRUCK NO: 491
MEASURED SLUMP (in.): 5.0
AIR CONTENT(%): 1.0
LOCATION OF PLACEMENT:
Panel #46
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
7 6.00 28.27 105210 3720 CO
7 6. O0 28.27 107300 3790 CC
28
1 4 6/03/97 28
Technician: Ronnie Lauderdale
Technician
Report Of Tests Continued On Page 2
1001 LW
Our letterl end reports ere for the exclusive u~e of the client to whom they are ~cldrea~ed and shall not be reproduc
full without the ecproval of the te~ting laboratory. The u~e of our name must receive our written approval. Our
apply only to the sample te~ted and/or inspected, and ere not indicative of the quantities of apparently identical or
Tech. · Southwestern Labs
Lone Star Dr. · P.O. Box 224227
Dallas. Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
35034
'06/97
oing
/97
)n with concrete
5/97
BY: Ronnie Lauderdale
CONCRETE: 78
TICKET NO: 382885
UNIT WEIGHT(pcf): N/A
,CTURE TYPE
NE
NE
REMARKS
except in
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 5/06/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
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 C-138
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: 9337
DATE OF PLACEMENT: 5/0
TIME SAMPLED: 11: 32AM
TEMPERATURE (DegF) - AIR: 7
TRUCK NO: 124
MEASURED SLUMP (in.): 5.0
AIR CONTENT(%): 1.0
LOCATION OF PLACEMENT:
Sampled @ Panel #2 a
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
{days) {in.) (sq.in.) (lbs. force) (psi) FI;
2 1 5/13/97 7 6.00 28.27 91580 3240 CC
2 2 5/13/97 7 6.00 28.27 98910 3500 CC
2 3 6/03/97 28
2 4 6/03/97 28
Technician: Ronnie Lauderdale
Technician
Report Distribution:
1) Lincoln .roberW Co. MAXIM TEC
ll) BUTLER CONSTRUCTION NCORP.
(1) BROCKETT-DAVIS-DRAKE, INC.
I1) THE CITY OF COPPE~L
{1) THE CITY OF COPPELL
(li O'BRIEN ASSOCIATES, INC.
(11 A.E.C.C.
Our letters and reports are for the exclusive u~e of the client to whom they ~e t be repr u¢
full without the approval of the reefing laboratory. The use of our name muat receive our written approval. Our
1001 LW apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently identical or
REPORT NO. 116329
PAGE 2 OF 2
SET NO. 2
/97
BY: Ronnie Lauderdale
CONCRETE: 73
TICKET NO: 382906
UNIT WEIGHT(pcf): N/A
nd 3.
ACTURE TYPE REMARKS
NE
NE
LABS
~en, B.S. Ch.E.
'oject Manager
sd except in
imilar products.