Northlake 635(2)-LR 970401TECHNOLOGIES INC
M~
CLIENT:
PROJECT:
SERVICES:
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Lincoln Property Co.
500 N. AKARD, SUITE 3300 PAGE i OF 4
ATTN: LARRY MOON
Dallas, TX 75201 PROJECT NOi.: 090~
REPORT NO.~ 1132
COPPELL BUSINESS CENTER DATE OFSE~VICE:
WRANGLER DR. & BELTLINE RD. AUTHORIZATION:
COPPELL, TX REPORT DA~E: 4
Test compressive strength specimens prepared in conjunc
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 C1064
AIR CONTENT: ASTM C231
UNIT WEIGHT: ASTM C138
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED .
SET NO.
1 1
1 2
1 3
PROJECT DATA
MIX DESIGN NUMBER: 933
CLASS OF CONCRETE: 30C
DATE OF PLACEMENT: 3/
TIME SAMPLED: 09: 50A~I
TEMPERATURE (DegF) - AIR:
TRUCK NO: 100
MEASURED SLUMP (in.): 6.
AIR CONTENT(%): 4.5
LOCATION OF PLACEMENT:
120' West of east e
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYUN~DERS
MAXIMUM COMPRESSIVE
DATE AGE DIAMETER AREA LOAD STRENGTH
TESTED {days) (in.) (sq.in.) {Ibs. force) (p~i)
3/11/97 7 6.00 28.27 79100 2800
4/01/97 28 6.00 28.27 108300 3830
4/01/97 28 6.00 28.27 105450 3730
ADDITIONAL COMMENTS:
Warned finishers about too much water being added.
Technician: Phillip L. Forrest
Technician
Repor= Of Tests Continued On Page 2
1001 OY
:im Tech. Southwestern Labs
~75 Lone Star Dr. P.O. Box 224227
Dallas, Texaa 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
1605034
45
3/04/97
01/97
ion with concrete
9
0 psi @ 28 days
04/97
BY: Phillip L. Forrest
58 CONCRETE: 66
TICKET NO: 342635
00
nd 15' south of north side.
FRACTURE TYPE
CONE
CONE
REMARKS
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 3/04/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
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 C1064
AIR CONTENT: ASTM C231
UNIT WEIGHT: ASTM C138
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET N'O. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 93.!
CLASS OF CONCRETE: 30C
DATE OF PLACEMENt: 3/
TIME SAMPLED: 1[ = 15A~
TEMPERATURE (DegF) - AIR:
TRUCK NO: 87
MEASURED SLUMP (!n.): 5.
AIR CONTENT(%}: 6-2%
LOCATION OF PLACEMENT:
Building S. north !
building to 30' sou
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days} {in.) {sq.in.} (lbs. force}
2 I 3/11/97 7
2 2 4/01/97 28
2 3 4/01/97 28
6.00 28.27 108980 3850
6.00 28.27 125710 4450 C
6.00 28.27 123680 4370 C
ADDITIONALCOMMENTS:
5 Gallons of water added at site.
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 3
1001 ;DY
Our letters an~ reports are for the exclusive use of the cdent to wmom :hey '~re addressed amd shall not be reorO~t
.REPORT NO. 113245
PAGE 2 OF 4
SET NO. 2
9
0 psi @ 28 days
04/97
BY: Phillip L. Forrest
75 CONCRETE: 72
TICKET NO: 342643
O0
/2 side, from west edge of
th of north edge.
FRACTURE TYPE
REMARKS
ONE
ONE
ced except in
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 3/04/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
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 C1064
AIR CONTENT: ASTM C231
UNIT WEIGHT: ASTM C138
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: 02.' 40PM
TEMPERATURE (DegF) - AIR:
TRUCK NO: 736
MEASURED SLUMP (In.): 5
AIR CONTENT(%}: 4'8%
LOCATION OF PLACEMENT:
Eastside of bUildi:
south end of buildi
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
{days} (in.) (sq.in,) (lbs. force)
3 i 3/11/97 7
3 2 4/01/97 2a
3 3 4/01/97 28
6.00 28.27 101710 3600
6.00 28.27 118420 4190
6.00 28.27 123320 4360
Technician: Phillip L. Forrest
Technician
Repor= Of Tests Continued On Page 4
1001 DY
REPORT NO. 113245
PAGE 3 OF 4
SET NO. 3
9
0 psi @ 28 days
04/97
BY: Phillip L. Forrest
72 CONCRETE: 78
TICKET NO: 342663
75
g A west 1/2 100' north of
ng.
fRACTURE TYPE REMARKS
)NE
ONE
Lincoln Property Co..
PROJECT NO. 0903605034
DATE OF SERVICE: 3/04/97
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 C1064
AIR CONTENT: ASTM C231
UNIT WEIGHT: ASTM C138
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
PROJECT DATA
MIX DESIGN NUMBER: 933
CLASS OF CONCRETE: 300
DATE OF PLACEMENT: 3/
TIME SAMPLED: 04:20PM
TEMPERATURE (DegF) - AIR:
TRUCK NO: 398
MEASURED SLUMP (in.): 5
AIR CONTENT(%): $. 0
LOCATION OF PLACEMENT:
Parking east side o
east of west edge 3
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
{days) {in.} {sq.in.) {lbs. force) {ps, i) F
4 1 3/11/97 7
4 2 4/01/97 28
4 3 4/01/97 28
Technician: Phillip L.
Technician
Report Distribution:
(1} Lincoln Property Co.
{1! BUTLER CONSTRUCTION INCORP.
(1] BROCKETT-DAVIS-0RAKE, INC.
(II THE CITY OF COPPELL
(1} THE CITY OF COPPELL
(1} O'BRIEN ASSOCIATES, iNC.
(1l A.E.C.C.
1001 DY
Forrest
6.00 28.27 107820 3810
6.00 28.27 120680 4270 C
6.00 28.27 126860 4490 C
REPORT NO. 113245
PAGE 4 OF 4
SET NO. 4
psi @ 28 days
4/97
BY: Phillip L. Forrest
30 CONCRETE: 74
TICKET NO: 341578
5O
building A west 1/2 -20·
· south of screen wall.
ACTURE TYPE REMARKS
DNE
DNE
· ~e"~c~/~aCJi[en, B. $. Ch. E.
/fi-- ~ ~ject Manager