Northlake 635(2)-LR 970404 (3)TECHNOLOGIES INC
Max
CLIENT:
PROJECT:
SERVICES:
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Lincoln Property Co.
500 N. AKARD, SUITE 3300
ATTN: LARRY MOON
Dallas, TX 75201 PROJECT NO.: 0902
REPORT NO.: 1145.
COPPELL BUSINESS CENTER DATE OFSERVICE: .
WRANGLER DR. & BELTLINE RD. AUTHORiZATiON:Ch.
COPPELL, TX REPORT DATE: 4/I
PAGE 1 OF 4
Test compressive strength specimens prepared in conjunct
inspection.
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5" AIR: 3-6%
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
1 1 4/04/97
1 2 4/04/97
1 3 4/25/97
PROJECT DATA
MIX DESIGN NUMBER: 933'
CLASS OF CONCRETE: 300~
DATE OF PLACEMENT: 3/
TIME SAMPLED: 04: 12AM
TEMPERATURE (DegF) - AIR:
TRUCK NO: 728
MEASURED SLUMP (in.): 5.
AIR CONTENT(%): 3.25
LOCATION OF PLACEMENT:
5' from south curb
at southwest corner
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
{days) {in.) (sq.in.~ {lbs. force) (psil F
7 6.00 28.27 95740 3390 C'
7 6.00 28.27 96110 3400 C~
28
1 4 4/25/97 28
Technician: David King
Technician
Repor= Of Tests Continued On Page 2
im Tech. ·Southwestem Labs
75 Lone Star Dr, · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
605034
51
3/28/97
~rlie
)4/97
.on with concrete
psi @ 28 days
8/97
BY: David King
;8 CONCRETE: 69
TICKET NO: 343327
50
UNIT WEIGHT(pcf): N/A
~nd 10' from east curb
of building B
~ACTURE TYPE REMARKS
)NE
)NE
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 3/28/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont i nued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5" AIR: 3-6%
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: 933!
CLASS OF CONCRETE: 300~
DATE OF PLACEMENT: 3/;
TIME SAMPLED: 05: 56AM
TEMPERATURE (DegF) - AIR:
TRUCK NO: 771
MEASURED SLUMP (in.): 6.
AIR CONTENT(%): 3.75
LOCATION OF PLACEMENT:
6' from west expant
expantion joint, 65
of building B
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 1 4/04/97 7
2 2 4/04/97 7
2 3 4/25/97 28
6.00 28.27 93790 3320 C(
6.00 28.27 94160 3330 C(
2 4 4/25/97 28
Technician: David King
Technician
Report Of Tests Continued On Page 3
1001 LW
Our letters end reports are for the exclusive use of the =tient to ~mom tme¥ are ~dressed a~ shall not ~e reprodu
fu~l wi~hou[ t~ ao~rovel of the te~tlng laDorator~. The ~e of our ~ame must receive our written a~Droveh Our ~e
REPORT NO. 114561
PAGE 2 OF 4
SET NO. 2
@ 28 days
psi
8/97
BY: David King
i0 CONCRETE: 70
TICKET NO: 343339
!5
UNIT WEIGHT(pcf): N/A
.on joint, 8' from north
west of southeast corner
:ACTURE TYPE REMARKS
,NE
)NE
:ed except In
~ters amcl reports
~lmdaf products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 3/28/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont inued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28
DAYS
SLUMP: 5" AIR: 3-6%
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: 933c.
CLASS OF CONCRETE: 300(
DATE OF PLACEMENT: 3/;
TIME SAMPLED: 07: 45AM
TEMPERATURE (DegFi - AIR:
TRUCK NO: 739
MEASURED SLUMP (in.): 6.
AIR CONTENT(%): 3.75
LOCATION OF PLACEMENT:
6' from north curb
from west building
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
3 1 4/04/97 7
3 2 4/04/97 7
3 3 4/25/97 28
6.00 28.27 94190 3330 Cf
6.00 28.27 93990 33.20 Cf
3 4 4/25/97 28
Technician: David King
Technician
Report Of Tests Continued On Page 4
~001 LW
Our letters and reDorts are roi' the exclusive use of ~he client to wl3om they are ec~clressed a~ shall not be reoroduc
REPORT NO. 114561
PAGE 3 OF 4
SET NO. 3
, psi @ 28 days
8/97
BY: David King
1 CONCRETE: 70
TICKET NO: 343349
~0
UNIT WEIGHT(pcf): N/A
~ext to building and 56'
~orner on building C
;ACTURE TYPE REMARKS
,NE
~NE
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OFSERVICE: 3/28/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont i nued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 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
AIR: 3-6%
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER:: 933~.
CLASS OF CONCRETE: 300(
DATE OF PLACEMENT: 3/;
TIME SAMPLED: 3. OI: 30AM
TEMPERATURE (DegFl - AIR:
TRUCK NO: 771
MEASURED SLUMP (in.): 5.
AIR CONTENT(%): 4.0
LOCATION OF PLACEMENT:
1' from the west, 1'
at southwest corner
REPORT OF TESTS
CONCRETF COMPRESSIVE STRENGTH - 6 X 12 CYLINOERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) (in.) (sq.in.) (lbs. force) (psii) FI
4 1 4/04/97
4 2 4/04/97
4 3 4/25/97
7 6.00 28.27 93860 3320 C(
7 6.00 28.27 93910 3320 CC
28
4 4 4/25/97 28
Technician: David King
Technician
Report Distribution:
(1J Lincoln Property Co.
(II BUTLER CONSTRUCTION INCORP.
(li 8ROCKETT-DAVIS-DRAKE,INC.
(11 THE CITY OF COPPELL
(11 THE CITY OF COPPELL
tll O'BRIEN ASSOCIATES. iNC.
(1) A.E.C.C.
REPORT NO. 114561
PAGE 4 OF 4
SET NO. 4
psi @ 28 days
8/97
BY: David King
0 CONCRETE: 72
TICKET NO: 343368
'5
UNIT WEIGHT(pcf): N/A
from the north
of building C
IACTURE TYPE REMARKS
~NE
~NE
N LABS
L-B-r~cken, B. S. Ch. E.
'oject Manager
ed exceo! in