Northlake 635(2)-LR 970425 (5)Maxim
2575
TECHNOLOGIES INC
CLIENT:
PROJECT:
SERVICES:
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Lincoln Property Co.
500 N. AKARD, SUITE 3300
ATTN: LARRY MOON
Dallas, TX 75201
COPPELL BUSINESS CENTER
WRANGLER DR. & BELTLINE RD.
COPPELL, TX
PAGE i OF 8
PROJECT NO.: 090360
REPORT NO.: 115568
DATE OF SERVICE: 4/1
AUTHORIZATION: Char!
REPORT DATE: 4/25/
Test compressive strength specimens prepared in conjunction
inspection.
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM
MOLDING & CURING: ASTH
SLUMP: ASTM
TEMPERATURE: ASTM
AIR CONTENT: N/.A
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM
TESTING: ASTM
CYLINDER
MARKED DATE
SET NO. TESTED
1 i 4/25/97
1 2 4/25/97
1 3 5/16/97
C-172
C31
C143
C-138
PROJECT DATA
MIX DESIGN NUMBER: 9349
DATE OF PLACEMENT: 4/18/
TIME SAMPLED: 05= 15~
TEMPERATURE (DegF) - AIR: 48
TRUCK NO: 133
MEASURED SLUMP (in.): 8.00
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
A/7.8 to 8
C617
C39 REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH- 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) {in.) (sq.in.) (lbs. force) (Psi) FRAC
7 6.00 28.27 98410 3480 CON~
7 6.00 28.27 94140 3330 CON~
28
1 4 5/16/97 28
ADDITIONAL COMMENTS:
Note= Visual check on
concrete.
slump, too high,
superintendent electe~
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 2
i'ech. ·Southwestem Labs
· one Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
i034
8/97
ie
97
with concrete
97
BY: Phillip L. Forrest
CONCRETE: 72
TICKET NO: 366815
UNIT WEIGHT(pcf): N/A
TURE TYPE REMARKS
to place
full without the eplxevid of the telL]n0 !M)MMMy. ina tie m.(~r...f~me mu~t rectors, our written M~'.o.val.. u.ur
1001 LW e~l~ly ofdy to the eamlde teated and/or m~, arid are not mdtcat~ve of the qL, ent)tme of ~perent~y tdentie.~ or
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: 4/18/
TIME SAMPLED: 06'. 35AM
TEMPERATURE {DegF) - AIR: 51
TRUCK NO: 756
MEASURED SLUMP (in.): 5.00
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
B.s/8.s
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
{days) Iin.) , (sa.in.) Ilbs. force) (rmi) FRA~
2 i 4/25/97 7
2 2 4/25/97 7
2 3 5/16/97 28
6.00 28.27 126670 4480
6.00 28.27 127290 4500 CON
2 4 5/16/97 28
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 3
REPORT NO. 115568
PAGE 2 OF 8
SET NO. 2
97
BY: Phillip L. Forrest
CONCRETE: 70
TICKET NO: 366834
UNIT WEIGHT(pcf): N/A
;TURE TYPE REMARKS
1001 LW apply only to the lamlde teeted andlm ~na~eeted, Ind ate not ~ndlcltsve of the quant~t~l of ~lrently identical
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: 4/18
TIME SAMPLED: 08: 40AM
TEMPERATURE (DegF) - AIR: 58
TRUCK NO: 760
MEASURED SLUMP (in.): 5.25
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.) (lbs. force) (psi) FRA
3 1 4/25/97 7
3 2 4/25/97 7
3 3 5/16/97 28
6.00 28.27 127480 4510 CO~
6.00 28.27 127270 4500 CO5
3 4 5/16/97 28
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
'97
BY: Phillip L. Forrest
CONCRETE: 73
TICKET NO: 366863
UNIT WEIGHT(pcf): N/A
:TURE TYPE REMARKS
E
full without the I~l~'ovll Of th~ t~lting Ilbo~ltor/. The tel ol ~ ~ mu~ room, ~
1 O01 LW e;plv only to the aamlde te~ted attd/or ina~ected, and are not indicative of the qu~ of a~l~atefltly icl~cM ot ~il ~ila~ ~'oductl.
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: AS'I~ C31
SLUMP: AS~ C143
TEMPERATURE: ASTM C-138
AIR CONTENT: N/A
UNIT WEIGHT: N/A
CAPPING/PADS: AS/M C617
TESTING: ASTM C39
CYLINDER
MARKED .. DATE
SET NO. TESTED .
PROJECT DATA
MIX DESIGN NUMBER: 9349
DATE OF PLACEMENT: 4/18/
TIME SAMPLED: 09:32~[
TEMPERATURE (DegF) - AIR: 67
TRUCK NO: 100
MEASURED SLUMP (in.): 5.25
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) lin.) ~ ~lbs. force) (Del! FR A.._._J~
4 1 4/25/97 7
4 2 4/25/97 7
4 3 5/16/97 28
6.00 28.27 107970 3820 CO~
6.00 28.27 114320 4040 COW
4 4 5/16/97 28
ADOmONALCOMMENTS[
Five (5) gallons of water added at site.
Technician: Phillip L. Forres/
Technician
Report Of Tests Continued On Page 5
:EPORT NO. 115568
'AGE 4 OF 8
;ET NO. 4
97
BY: Phillip L. Forrest
CONCRETE: 74
TICKET NO: 344150
INIT WEIGHT(pcf): N/A
URE TYP_ E REMARKS
1001 LW IH)ply e~ly to the ml~e te~ted
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 4/18/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
( C ont 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
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 9349
DATE OF PLACEMENT: 4/18/
TIME SAMPLED: 10'- 30AM
TEMPERATURE {DegF) - AIR: 70
TRUCK NO: 551
MEASURED SLUMP (in.): 4.75
AIR CONTENT{%): N/A
LOCATION OF PLACEMENT:
E.S/7.0
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) (in.) (sq.in.) (lbs. force) (psi) FRA(
5 1 4/25/97 7
5 2 4/25/97 7
5 3 5/16/97 28
6.00 28.27 115840 4100 CON]
6.00 28.27 118480 4190 CO~
S 4 5/16/97 28
ADDITIONAL COMMENTS:
Five (5) gallons of water added at site.
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 6
iEPORT NO. 115568
'AGE 5 OF 8
~ET NO. 5
97
BY: Phillip L. Forrest
CONCRETE: 74
TICKET NO: 344159
UNIT WEIGHT(pcf): N/A
:TURE TYPE REMARKS
1001 LW aq~gly only to the eamlole tatted and/m, if!Ii,eared, an~ a~e net ~r41caove m ~r~ q~,uu~ v, ~_.,,.7 ~ ___ ~ m lit I~edu~tl.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 4/18/97
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPEC~RCATION 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
SET NO.
1
2
3
4
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
ADDITIONAL COMMENTS:
Note:
Technician: Phillip L.
Technician
PROJECT DATA
MIX DESIGN NUMBER: 9349
DATE OF PLACEMENT: 4/18
TIME SAMPLED: 11: 30~v,
TEMPERATURE (DegF) - AIR: 78
TRUCK NO: 731
MEASURED SLUMP (in.): 7.00
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
~/7.8
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE DIAMETER AREA
TESTED (dew) {in.) (sq.in.)
4/25/97 ? 6.00 28.27
4/25/97 7 6.00 28.27
5/16/97 28
5/16/97 28
REPORT NO. 115568
PAGE 6 OF 8
SET NO. 6
BY: Phillip L. Forrest
CONCRETE: 78
TICKET NO: 344166
LOAD STRENGTH
{lbs. force) {psi)
101230 3580
105550 3730
Notified contractor of high slump on concrete.
Forrest
Report Of
Tests Continued On Page 7
FRA :TURE TYPE
CON
CON
REMARKS
UNIT WEIGHT(pcf): N/A
Ou~ letters and reports are for the exclUSWe uae of the client to whom they ate ed~.releld ~ Ihlll not bi rlxoducld,
fu# without the eDprov,u of the teatir~ labor,tory. The we of ~ n~me mu~t recev.e..ow written aeM.oy.d..Ou~ ~ md repon~
1001 LW apply only to ;he aample teeced end/or impectedo ~ are net ,ndlcetwe of the quartet ee of ~pazently identical er ~mi~ ~r ptoduc~.
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
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: 4/18/
TIME SAMPLED: 01: 12PM
TEMPERATURE (DegF) - AIR: 81
TRUCK NO: 287
MEASURED SLUMP (in.): 6.00
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
G/6.5 tO 8.5
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYUNDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(davsk (in.) (sa.in.) {lbs. force)
7 1 4/25/97 7 6.00 28.27 103270 3650
7 2 4/25/97 7 6.00 28.27 99510 3520
7 3 5/16/97 28
7 4 5/16/97 28
FRA(
CONE
CONE
ADDITIONAL COMMENTS:
Note: Notified contractor of high slump on concrete.
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 8
EPORT NO. 115568
~GE 7 OF 8
ET NO. 7
~7
ty: Phillip L. Forrest
:ONCRETE: 82
'ICKET NO: 366919
JNIT WEIGHT{pcf): N/A
FURE TYPE, , REMARKS
futl without the appt oval of the re'mo lal~wato~'Y, ine ~ m.o~ff. ,?,--
1001 LW apply i~'l~y TO th~ 8~ t~ti~d II~d/ol' il'll~'~Sd, ~ ~ rl~t indicative
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
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
2
3
4
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cortt inued)
Technician: Phillip L.
Technician
Report Distribution:
{I! Lincoln P~ol~ly Ce.
{1) BUTLER CONSTRUCTION INCORP.
{1) BROCKETT-OA'VIS.ORAKF., INC.
(I) THE CITY OF COPPELL
{1) THE CITY OF COPPEI.L
(1) O'BRIEN ASSOCIATES, INC.
(1) A.E.C.C.
1001 LW
PROJECT DATA
MIX DESIGN NUMBER: 9349
DATE OF PLACEMENT: 4/18/
TIME SAMPLED: 02: 05PM
TEMPERATURE (DegF) - AIR: 80
TRUCK NO: 297
MEASURED SLUMP (in.): 4.75
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
H/6.3 to 6.5
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYENDERS
MAXIMUM COMPRESSIVE
DATE AGE
TESTED (days)
4/25/97 7
4/25/97 7
5/16/97 28
5/16/97 28
Forrest
REPORT NO. 115568
PAGE 8 OF 8
SET NO. 8
97
BY: Phillip L.
=ONCRETE: 80
rlCKET NO: 366931
DIAMETER AREA LOAD STRENGTH
(in.} (sq.in.) (lbs. force) (psi)
6.00 28.27 120570 4260
6.00 28.27 124990 4420
FRAC rURE TYPE
CON~
CO1~
JNIT WEIGHT(peri: N/A
REMARKS
Forrest
LABS
/ s. Ch.-.
(___/ //Projgct Manager
Our lettem and r~ ~e f~ ~ ~d~ ~ ~ ~ d~ to w~ ~ ~ ~ ~ ~ ~ ~ e~ in
~y o~y to t~ t~ t~ ~lor ~ct~, ~ ~e ~t i~lc~ of ~ q~M~ of ~ ~ ~ ~mil~.