Gulf Bearing-LR 950724TECHNOLOGIES INC
CUENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Maxim Tech. e Southwestern L=be
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Tex~ 75222
Telephone: (214) 631-2700
FAX: (214) 9201891
CLIENT NO.: 3200037
REPORT NO.: 26696
DATE OFSER~CE: 6/26/95
AUTHORIZATION: Joe
REPORT DATE: 7/24/95
SERVICES: Sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive strength specimens.
CONTRACTOR: Rogers O'Brien
CONCRETE'SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000pst @ 28 DAYS
SLUMP: 4- 6"
AIR: 4- 6%
METHOD OF TEST: ASTM C-39
ASTM C- 143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DATE OF PLACEMENT: 6/26/95
TIME SAMI~JED: 06: 50AM BY: Dwayne Palmer
TEMPERATURE ('F) - AIR: 78 CONCRETE: 88
TRUCK NO: 574 T~CKET NO: 7011305
AIR CONTENT(%): 2.2
LOCATION OF PLACEMENT:
Paving: north parking area, 60' north and 30'
east off northwest building corner.
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD . STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (l~s~
1 1 6.00 7/03/95 7 92000 3250
1 2 6 [ 00 7/24/95 28 117260 4150
1 3 6.00 7/24/95 28 115950 4100
1 4 HOLD HOLD
REMARKS
Technician: Dway~_e Palmer Started: 05:00AM Stopped: 02:30PM
CME Technician
Report Of Tests Continued On Page 2
1001 LW
Our etters and re orts are for the exclusive use of_the client .to whom they are addressed .a~..d shall not be reproduced ex. cept In
~,, ~+hn,,~ th, ,~n~rnval of the tesflno laboratory, ine use OT ourna.m.e m~_t receive. .our wr. itten apR.ro .vg~l._~_O~_.r I__e?_e,r_s,._et3~__r_e~..~rts-
~'131'~;'~)'~'t~'~h~"~ple tested and/6r iflspecteU, and are not Indicative OT me quan~les o* apparermy ~uenacal or ~m,,a, p,uuu ....
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/26/95
REPORT NO.
PA(~E 2
SET NO. 2
26696
CONTRACTOR: Rogers O' Brien
CONCRETE SUPPLIER: Lattimore
PLAI,,n': 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4-6"
AiR: 4-6%
METHOD OF TEST: ASTM C-39
ASTM C- 143
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DATE OF PLACEMENT: 6/26/95
lIME SAMPLED: 08: 35AM BY: D~a3rne Palmer
TEMPERATURE ('F) - AIR: 82 CONCRETE: 84
TRUCK NO: 572 TICKET NO: 7011313
AIR CONTENT{%): 4.2
LOCATION OF PLACEMENT:
Paving: north parking and 65' north and 75'
east off northwest corner of building.
CYUNDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
2 1 5.00
2 2 5.00
2 3 5.00
2 4
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (clays) (lbs. force) (psi)
7/03/95 7 87090 3080
7/24/95 28 112400 3970
7/24/95 28 117180 4140
HOLD HOLD
REMARKS
Technician:
Dway~_e Palmer
CME Technician
Started: 05:00AM Stopped: 02:30PM
Report Of Tests Continued On Page 3
1001 LW
Our letters and reports are for the excl.us, lva u. se of_the client.to whom mey .are ad. dressed _an~d__s_h~l_l_.n_o.t_,be.~re._pr,o~,c~_._ed__e~xc.e.p~_~.
lne use o~' o me m st recewe our vwn~en ap.pf, ovm. ~.~u[ *=~m~=, m*u ,=w-,~
full without the approval of the testln laDormory. Imilar ro~lucts.
apply only to the sample tested and/~r Inspectei~, and are not I~caflve o~the quantities of apparerifly identical or s p
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/26/95
REPORT NO.
PAGE 3
SET NO. 3
26696
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4- 6"
AIR: 4-6%
METHOD OF TEST: ASTM C-39
ASTM C- 143
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
( Cont i nued)
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DATE OF PLACEMENT: 6/26/95
TIME SAMPLED: 10: 6, SAM BY: Dwayne Palmer
TEMPERATURE ('F)-AIR: 82 CONCRETE: 88
TRUCK NO: 574 TICKET NO: 7011323
AIR CONTENT(%): 5.0
LOCATION OF PLACEMENT:
Paving: north parking area, 75' north and 60'
east off northwest building corner.
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) {lbs. force)
3 1 5.50 7/03/95 7 71170 2520
3 2 5.50 7/24/95 28 94000 3320
3 3 5.50 7/24/95 28 94140 3330
3 4 HOLD HOLD
Technician: Dwa3rg_e ~alm~r Started: 05:00AM Stopped: 02:30PM
CME Techniczan
Report Of Tests Continued On Page 4
1001 LW
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/26/95
REPORT NO.
PAGE 4
SET NO. 4
26696
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4- 6"
AIR: 4-6%
METHOD OF TEST: ASTM C-39
ASTM C- 143
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DATE OF PLACEMENT: 6/26/95
TIME SAMPLED: 01: 10PM BY: Dwayne Palmer
TEMPERATURE ('~]-AIR: 92 CONCRETE: 94
TRUCK NO: 573 ~CKET NO: 7011342
AIR CONTENT(%): 5.2
LOCATION OF PLACEMENT:
Paving: north parking area, 70' north and
75' east off northwest building corner.
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(Inches)
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) (lbs. force) (ps~
4 1 5.00 7/03/95 7 76870 2720
4 2 5.00 7/24/95 28 96260 3400
4 3 5.00 7/24/95 28 95820 3390
4 4 HOLD HOLD
REMARKS
.Technician: Dway~_e Palmer Started: 05:00AM Stopped: 02:30PM
CME Technician
Report Distribution: MAXIM TECH.~OUTHWES .TERN LABS
(1) Gulf Bearing, ]nc.
(1) Grmtzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Brion
(1) City of CoppeLt
(1) City of Coppe[[
1001 LW
Our letters and reports are for the .excl.us. lve .use of_the client .to whom they .are ad. dressed a.~n~ shall not .be _repr,od~uced ex~ceptJn_
full .wffhqut the approvaJ o.f the .testl.n.g la, Dora~pry.. in.e use o! pu~r,_r~_.m,.e m_~fe_~.~_ve~,o_u_r
apply only to the sample zes[ea anD/or inspeczeo, an~ are no[ ii1OlC~lve