Gulf Bearing-LR 950712Huntingdon
Enginee~fng and Science for a Safer Environment
Huntingdon * 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
CUENT: Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CMENTNO.: 3200037
REPORT NO.: 26231
PROJECT: Gulf Bearing DATE OFSER~CE: 6/14/95
Coppell, Texas AUTHORIZA~ON: Joe
REPORT DATE: 7/12/95
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: N/A
METHOO OF TEST: ASTM C-39
ASTM C- 143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 16 '
DATE OF PLACEMENT: 6/14/95
TIME SAMPLED: 06: 30AM BY: Dwayne Palmer
TEMPERATURE ('F)- AIR: 70 CONCRETE: 82
TRUCK NO: 300 3qCKET NO: 7010720
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building slab @ G.5-3.5.
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) (osi)
1 1 5. O0 6/21/95 7 104710 3700
1 2 5.00 7/12/95 28 138092 4880
1 3 5.00 7/12/95 28 132730 4690
1 4 HOLD HOLD
REMARKS
ADDITIONAL COMMENTS:
Discrepancies on steel inspection report on 6/13/95 was corrected before
pour. Sampled at end of pump discharge.
Technician: Dway~_e Palmer Started: 06:30AM Stopped: 02:00PM
CME Technician
Report Of Tests Continued On Page 2
1001 LW
Our etters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in
full without tt3e approva of tlqe testing laboratory. The use of ourname must receve our wrtten approval. Our letters and rel~orts
apply only to the sample tested and/Or nspecte~l, and are not indicative of the quantities of apparently identical or similar products.
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/14/95
REPORT NO,
PAGE 2
SET NO. 2
26231
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4-6"
AIR: N/A
METHOD OF TEST: ASTM C-39
ASTM C- 143
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
PROJECT DATA
CLAS~ OF CONCRETE: Mix Number 16
DATE OF PLACEMENT: 6/14/95
~ME SAMPLED: 08: 55AM BY: Dwayne Palmer
TEMPERATURE ('F)-AIR: 75 CONCRETE: 83
TRUCK NO: 572 TICKET NO: 7010732
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building slab G.l-l.5.
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 7.00 6/21/95 7 82570 2920
2 2 7.00 7/12/95 28 109350 3870
2 3 7.00 7/12/95 28 112580 3980
2 4 HOLD HOLD
REMARKS
ADDITIONAL COMMENTS:
Sampled at end of pump. Slump was not in specification.
Technician: Dway~_e Palmer Started: 06:30AM Stopped: 02:00PM
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 aqldressed ~n~d shall not ,be,[re_pr,o_du_c__ed__e~xc.?3t..i~ts
ful without the approva of the testing aboratory. ~ne use oT ourna.me m.us,~ recetve .our wr. r~en app.rov, a.,._,uu,r ,etz~,r~,,unu ,=~_~.
apply only to the sample tested and/or inspecte~l, and are not ndcatlve or the c~uantit es oT apparen~y oen[ca or s m mr prooucrs,
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/14/95
REPORT NO.
PAGE 3
SET NO. 3
26231
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4- 6"
AlE: N/A
METHOD OF TEST: ASTM C-39
ASTM C- 143
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Co~t inued)
PROJECT DATA
CLASS OF CONCRETE: Mix Number 16
DATE OF PLACEMENT: 6/14/95
TIME SAMPLED: 12: 40PM BY: Dwayne Palmer
TEMPERATURE ('F) - AIR: 85 CONCRETE: 86
TRUCK NO: 574 TICKET NO: 7010745.
LOCATION OF PLACEMENT:
Building slab : C.5/10.9
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)
3 1 6.50 6/21/95 7 83120 2940
3 2 6.50 7/12/95 28 112200 3970
3 3 6.50 7/12/95 28 115630 4090
3 4 HOLD HOLD
REMARKS
Technician: Dwayne Palmer
CME Technician
(1) GuLf Bearing, Inc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake ~ ~.~,~., ~,
(2) Rogers O'erien F King Cook, P E
(1) City of'Coppe[[ ' ' '
(1) City of Coppe[[
1001 LW
Our letters and reports are for the exclus ve use of_the client.to whom they .are addressed a~.d shall not ~be _repr.o.d. uced ex. cept ir~
fu without the approva of the test ng aboratory. ~ne use OT ourname m~ST receive our wr. itten approval, our le~ers aha rep. or~s
app y only to the sample tested and/or nspecteifl, and are not indicative oTthe quantit es oT apparent y ~denflcaJ or simiar proaucts.
Huntingdon
Engineering and Science for a Safer Environment
Huntingdon · 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
CUENT: Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CMENTNO.: 3200037
REPORT NO.: 26985
PROJECT: Gulf Bearing DATE OFSER~CE: 7/03/95
Coppell, Texas AUTHORIZATION: Joe
REPORT DATE: 7/10/95
SERVICES: Sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive strength specimens.
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: T.~tttmore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 3- 5"
AIR: 4-6Z
METHOD OF TEST: ASTM C-39
ASTM C- 143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 44
DATE OF PLACEMENT: 7/03/95
TIME SAMPLED: 07: 08AH BY: Arthur Etherly III,
TEMPERATURE ('F) - AIR: 77 CONCRETE: 86
TRUCK NO: 572 TICKET NO: 07-11672
AIR CONTENT(%): 4.5
LOCATION OF PLACEMENT:
Panel 67
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (days)
1 1 4.50 7/06/95 3
1 2 4.50 7/07/95 4
1 3 7/10/95 7
1 4 7/31/95 28
1 5 7/31/95 28
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - $ X 12 CYLINDERS
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(Ibs.~r~) (ps~
107080 3790
111960 3960
REMARKS
Technician: Arthur Etherly III, CET Started: 06:30AM Stopped: 08:30AH
Report Distribution: HUNTIN(~RN LABS
(1) GuLf Bearing, Inc. (1) City of Copper[
(1) Groaatzky, Dupree & Associates (1) City of CoppeLL
(1) Brockette, Davis, Drake
(2) Rogers O'Brien
(1) Southwestern Labs
(1) Southwestern Labs
1001 LW
Our etters and reports are for the exclusive use ofthe client to whom they are addressed and shall not be reproduced except in
full without the ~pprova. I of the.testi.n.g I~horat.ory; The use o.f pu~r. na.m. e m.us.[_re_c.e, iv~,o_u.r _wr, ~_e_n_.a~p~,r..o~v~l..~icO~a~ IoerttseirmSilaarnd~rroedPuOc~~
apply only to the sample teste= anD/or Inspec~ecI. ancl are no[ irtQiCatlve oT ire qu~fmu== v~ =I~I~=[=H"7 ,uG,,~= ~ p -