Northlake 635(2)-LR 970310 (2)MaxJ
25;,
TECHNOLOGIES INC
CLIENT:
PROJECT:
SERVICES:
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Lincoln Property Co.
500 N. AKARD, SUITE 3300
ATTN: LARRY MOON
Dallas, TX 75201 PROJECT NO.: 0903;
REPORT NO.: 11310
COPPELL BUSINESS CENTER DATE OF SERVICE: 2
WRANGLER DR. & BELTLINE RD. AUTHORIZATION:
COPPELL, TX REPORT DATE: 3/1
Test compressive strength specimens prepared in conjuncti
inspection.
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST: ASTM C-39
PROJECT DATA'
MIX DESIGN NUMBER: 9337
DATE OF PLACEMENT: 2/2
TIME SAMPLED: 08.' 15AM
TEMPERATURE (eF) - AIR: 49
TRUCK NO: 551
AIR CONTENT{%): N/A
LOCATION OF PLACEMENT:
Panel #20
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
I i 7.00
I 2
i 3
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
DATE AGE DIAMETER AREA LOAD
TESTED (days) {in.) (sq.in.) (lbs. force)
3/07/97 7 6.00 28.27 106720
3/28/97 28
3/28/97 28
ADDITIONALCOMMENTS:
10 Gallons of water added.
Technician: David King
Technician
Report Of Tests Continued On Page 2
1001 Ft=[
~t Tach. ·Southwestem Labs
r5 Lone Star Dr. · P.O. Box 224227
D-alas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
~05034
3
/28/97
0/97
on with concrete
8/97
BY: David King
CONCRETE: 61
TICKET NO: 342034
UNIT WEIGHT(pof): N/A
3MPRESSIVE
STRENGTH
(psi)
3770
REMARKS
Our lectern arid reports Me fo~ the exclusive ule of the dient to whmTt they Ire id.dre~Bed ~ I~ not I~. re/x'oc~,~ l except in
fuji without ~ approval of the te~ting laborito~y. 11~ ule of o~ muir rlcewe o~r wrtttln N)I~oVll. uur mm ti ~ reporl~
apply only to the simple teated InclIM inlpected, w/xl ll~ not indicltive of the qu~ntitiel of ipplre~tly identicld M k nM p~edu~t~.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 2/28/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: P IOh'~ER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5"
METHOD OFTEST: ASTM C-39
PROJECT DATA
MIX DESIGN NUMBER: 9337
DATE OF PLACEMENT: 2 / 2
TIME SAMPLED: 10.' 10~
TEMPERATURE ( ~ F) - AIR: 51
TRUCK NO: 136
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Panel 229
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
{days) (in.) (sq.in.) (lbs. force)
2 1 6.25 3/07/97 7
2 2 3/28/97 28
2 3 3/28/97 28
6.00 28.27 97870
ADDITIONALCOMMENTS:
5 Gallons of water added at site.
Technician: David King
Technician
Report Of Tests Continued On Page 3
1001 FR
REPORT NO. 113103
PAGE 2
SET NO. 2
8/97
BY: David King
CONCRETE: 59
TICKET NO: 341362
UNIT WEIGHT(peri: N/A
3MPRESSIVE
~TRENGTH
(psi)
REMARKS
3460
full w,thout the ~provM of the te~t~ng labor~tory. The u~e of oumame mu~t recmve our wr tten ~ptov .~ur m and ref~o~z
apply o~fly to the ~emple te~ted and/re' i~cted, and are not indicative d the quantitiee of a~oa~enti¥ identical or ~ nile i~odueta.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 2/28/97
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: ASTM C-39
PROJECT DATA
MIX DESIGN NUMBER: 9337
DATE OF PLACEMENT: 2/2~
TIME SAMPLED: 11 -' 00AM
TEMPERATURE ( ~ F) - AIR: 52
TRUCK NO: 136
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Panel #31
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
3 I 6.00 3/07/97
3 2 3/28/97
3 3 3/28/97
ADDITIONAL COMMENTS;
15 Gallons of water
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
(days) (in.) (sq.in.I (lbs, force)
7 6.00 28.27
28
28
106800
added at site.
C(
Technician: David King
Technician
Report Of Tests Continued On Page 4
1001 FR
REPORT NO.
PAGE 3
SET NO. 3
113103
3/97
BY: David King
CONCRETE: 61
TICKET NO: 341374
UNIT WEIGHT(pcf): N/A
)MPRESSIVE
;TRENGTH
(psi)
REMARKS
3780
Otx letterl and reportl ere fo~ the exclulive uae of the client to whom they lle id~lre~leod ~ ~1 not b? rej)ro~. _u~o_ I exoept in
full without the approvd of the t~tino labotito~y. T[~ ule of o~ mult reoe~vl o~ written ~l~OVll. uul' lette · end report~
a~ply only to the ~emple teated and/or inepected, and ~® not indir.~tJve of the qum'ttiti~ of al~erently identical o~ Mr lillr I~'OdUCt~.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 2/28/97
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPUER: PIONEER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST: ASTM C-39
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches} TESTED
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
PROJECT DATA
MIX DESIGN NUMBER: 9337
DATE OF PLACEMENT: 2/2
TIME SAMPLED: 12:45PM
TEMPERATURE ( ~ F) - AIR: 57
TRUCK NO: 654
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Panel ~43
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
(days} (in.} (sq.in.) (lbs. force)
4 1 6.00 3/07/97 7
4 2 3/28/97 28
4 3 3/28/97 28
6.00 28.27 102720
CI
Technician: David King
Technician
REPORT NO.
PAGE 4
SET NO. 4
113103
3/97
BY: David King
CONCRETE: 62
TICKET NO: 342615
UNIT WEIGHT{pof): N/A
)MPRESSIVE
~TRENGTH
(psi)
REMARKS
3630
Report Distribution:
MAXI BS
(1) Lincoln Property Co. (1) A.E.C.C. M~~__~~
(1) BUTLER CONSTRUCTION INCORP.
'1' THE CITY OF C~PELL
~ ' ~~C ~cken, B. S. Ch. ~.
(1) THE CITY OF C0PPELL ~/~.
, 3ect Manager
(1) 0 BRIER ASSOCIATES, INC.
m