Gulf Bearing-LR 950703Hun ' _ gd6'n
Engineering and Science for a Safer Environment
Huntin~n * Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CLIENT NO.: 3200037
REPORT NO.: 26696
PROJECT: Gulf Bearing DATE OF SERVICE: 6/26/95
Coppell, Texas AUTHORIZATION: Joe
REPORT DATE: 7/03/95
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: 3000psi @ 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 SAMPLED: 06: 50AM BY: Dwayne Palmer
TEMPERATURE ('F)-AIR: 78 CONCRETE: 88
TRUCK NO: 574 ~CKET NO: 7011305
AIR CONTENT(%): 2.2
LOCATION OF PLACEMENT:
Paving: north parking area, 60' north and 30'
east off northwest building corner.
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (days}
1 1 6. O0 7/03/95 7
1 2 7/24/95 28
1 3 7/24/95 28
1 4 HOLD HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force)
92000 3250
REMARKS
Technician: Dway_ne Palmer Started: 05:00AM Stopped: 02:30PM
CME Technician
Report Of Tests Continued On Page 2
1001 LW
Our letters and reports are~ for the exclusive use ofthe client to whom tfley are addressed and shall not be reproduced exce~ in
flJll w~hout the a~prova. I o, Me .testi.n.g la. boratgry: In9 use o.f 9uf.~e m?s.t~_re_c.e, iv_e.,.,o_u_r _wr, iattoe~a~ePnt/:~'vO~l.:nticO~a'I Io~tt~irmsil~d. rrg~c~
al)ply only to the sample testeo and/or ~nspecteo, ano are no~ illolca~lve o! tr~ quur,uu=~ u, oWW · w ·
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/26/95
REPORT NO.
PAGE 2
SET NO. 2
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 rtued)
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DATE OF PLACEMENT: 6/26/95
TIME SAMPLED: 08: 35AM BY: Dwayne Palmer
TEMPERATURE ('F) - AIR: 82 CONCRETE: 84
TRUCK NO: 572 T~CKET NO: 7011313
AIR CONTENT(%): 4.2
LOCATION OF PLACEMENT:
Paving: north parking and 65' north and 75'
east off northwest corner of building.
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) (psi)
2 1 5.00 7/03/95 7
2 2 7/24/95 28
2 3 7/24/95 28
2 4 HOLD HOLD
87090 3080
REMARKS
Technician: Dway~_e Palmer Started: 05:00AM Stopped: 02:30PM
CME Technician
Report Of Tests Continued On Page 3
1001 LW
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reoroduced except In
full without the approval of the testing laboratory The use of ourname must rece ve our written ar~proval Our letters and reRorts
apply only to the sample tested and/or insl3ecte~l, and are not indicative of the quantities of aoparently identical or similar prooucts.
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/26/95
REPORT NO.
PAGE 3
SET NO. 3
26696
CONTRACTOR: Rogers O'Brten
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: 10: 45AM 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
gET NO.
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MEASURED MAXIMUM COMPRESSIVE
SLUM P DATE AGE LOAD STRENGTH
(inches) TESTED (days) (lbs. force) (psi)
3 1 5.50 7/03/95 7
3 2 7/24/95 28
3 3 7/24/95 28
3 4 HOLD HOLD
71170 2520
REMARKS
Technician: Dway~_e Palmer Started: 05:00AM Stopped: 02:30PM
CME Technician
Report Of Tests Continued On Page 4
1001 LW
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in
full without the approval of the testing laboratory. Thee use of ou[na.m, e mu%t race v9 ..our w.r tten aDP.rova. I..Ou.r letters .and re~o~s
aDply only to the saml31e tested and/or inspectea, aha are not inoicative of the quantifies or al~parermy iaem cai or s m lar proouc~s.
Hundn:gd
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OFSERVICE: 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 SAMPtED: 01: 10PM BY: Dwayne Palmer
TEMPERATURE ('~ - AIR: 92 CONCRETE: 94
TRUCK NO: 573 TICKET 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.
4 1
4 2
4 3
4 4
MEASURED
SLUMP
(inches)
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) (lbs. force) (osi)
5.00 7/03/95 7 76870 2720
7/24/95 28
7/24/95 28
HOLD HOLD
REMARKS
Technician: Dway~_e Palmer Started: 05:00AM Stopped: 02:30PM
CME Technician
Report Distribution: HUNTINGDONeSOUTHWE~EJ:IN LABS
(1) Gulf Bearing, inc. (1) City of Coppe!.l.
(1) Groatatzky, Oupree & Associates (1) City of Coppe[[
(1) Brockette, 0avis, Drake
(2) Rogers O'Brien F. King Cook, P.E.
(1) Southwestern Labs
10~1 )LwSouthwestern Labs
Our letters and reports are for the exclusive use of the clent to whom they are addressed and shall not be reproduced except in
full without the approva of the testing laboratory The use of ourname must receve our wrtten al3proval. Our letters and reports
apply only to the sample tested and/or nspecteU, and are not indicative of the quantities of apl3arently ident cai or similar products.