Gulf Bearing-LR 950623Huntingdon
Engineering and Science for a Safer Environment
HuntingdOn · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas
Telephone: (214) 631-2700
FAX: (214) 9201891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CLIENT NO,: 3200037 '
REPORT NO.: 26359
PROJECT: Gulf Bearing DATE OF SERVICE: 6/16/95
Coppell, Texas AUTHORIZATION: Joe
REPORT DATE: 6/23/95
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: 4000psi @ 28 DAYS
SLUMP: 5" Max.
AIR: N/A
METHOD OF TEST: ASTM C-39
ASTM C- 143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 16
DATE OF PLACEMENT: 6/16/95
TIME SAMPLED: 06:25AH BY: Frank Tisdale, CBT
TEMPERATURE ('F) - AIR: 69 CONCRETE: 81
TRUCK NO: 391 TICKET NO: 7010850
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Slab-on-grade, Line B.5 al: 8.1.
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (days)
1 1 6.25 ~ 6/23/95 7
1 2 7/14/95 28
1 3 7/14/95 28
1 4 HOLD HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs, force)
98300 3480
REMARKS
ADDITIONAL COMMENTS:
No water was added to truck on site. Contractor notified of slump.
* Does not comply with project specifications.
Technician: Frank Tisdale, CET Started: 05:30AM Stopped: 12:00PM
Report Of Tests Continued On Page 2
1001 LW
Our letters and reports .are f. gr t. he..excl.usl, ve u. se ofthe client .to whom they .are a,ddre$$ed
full without the approva of me res, aoo~azo y, ntlt~e~s of a reritl identical or similar proaucts
apply only to the sample tested an~/r~r nspecteU, and are not indicative o~the qua ppa y -
Huntingdon
Gulf Bearing, Inc.
CMENT NO. 3200037
DATE OF SERVICE: 6/16/95
REPORT NO.
PAGE 2
SET NO. 2
26359
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECiFICATiON REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 5" Max.
AIR: N/A
METHOD OF TEST: ASTM C-39
ASTM C- 143
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
PROJECT DATA
CLASS OF CONCRETE: Mix Number 16
DATE OF PLACEMENT: 6/16/95
TIME SAMPLED: 08: 29AM BY: Frank Tisdale,
TEMPERATURE ('F)-AIR: 74 CONCRETE: 81
TRUCK NO: 574 ~CKET NO: 7010860
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Slab-on-grade, line C.4 at 6.7.
CET
CYLINDER
MARKED
SET NO.
2 1
2 2
2 3
2 4
MEASURED
SLUMP
(inches)
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) (lbs. force) (;)si}
6.25-~ 6/23/95 7 107220 3790
7/14/95 28
7/14/95 28
HOLD HOLD
REMARKS
ADDITIONAL COMMENTS:
No water was added to truck. Contractor was notified of slump.
* Does not comply with project specifications.
Technician: Frank Tisdale, CET Started: 05:30AM Stopped: 12:00PM
Report Of Tests Continued On Page 3
1001 LW
Our letters and reports are for the exclusive use of_the client .to w~om they are ad. dresaed a. nd shall not .be _repr.o_duced except iq.
mi w~hout the approv~ of the .testip. g I~.borat.ory: ,ne use o! pu.r. na.m. e mvs..t rece,_v~ _9~r_ _wt. F_e_n___N~.~..o,v~,_u~_, [e. ttE_Si~ra~Oorr~[
apply only to the sample testeo ano/or mspec~eo, an~ are not nmcal ve o;[ne quaml[le5 o; appa,=nuy u=,t ~.~ uv m.. ,. w ·
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/16/95
REPORT NO.
PAGE 3
SET NO. 3
26359
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 4000pst @ 28 DAYS
SLUMP: 5" Max.
AIR: N/A
METHOD OF TEST: ASTM C-39
ASTM C-143
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
PROJECT DATA
CLASS OF CONCRETE: Mix Number 16
DATE OF PLACEMENT: 6/16/95
TIME SAMPLED: 10: 45AM BY: Frank Tisdale,
TEMPERATURE ('F)- AIR: 84 CONCRETE: 84
TRUCK NO: 280 TICKET NO: 7010871
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Slab-on-grade, Line C. 2 at 3.2.
GET
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
0nches)
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days} (lbs, force) (osl}
3 1 4.50 6/23/95 7
3 2 7/14/95 28
3 3 7/14/95 28
3 4 HOLD HOLD
112110 3960
REMARKS
ADDITIONAL COMMENTS:
10 gallons of water was added to truck prior to sampling.
Technician: Frank Tisdale, CET Started: 05:30AM Stopped: 12:00PM
Report Distribution: HUNTINGDONaSOUTHWESTERN LABS
(1) Gulf Bearing, Inc. (1) City of coppett
(1) Gromatzky. Dupree & Associ,te, (1) City of Coppett
(1) Brockette, Davis, Drake
(2) edgers O'arien ~ F. King Cook, P.E
(1) Southwestern Labs '
1(~ )LWs°uthwestern Labs
Our letters and reports are for the .exc .Ig~. ye u.~ of_the client .to whom they .are ad. dressed ~ shall _r~t_.be ,[r.e._~du_c__ed__e~XCreel~o~s
full .withqut .the. approval ~ ~e .tesa..ng I~oorar.o~y: I n~. use o! .ou[.na.m.e m[Js..~ receh~..gur _wr, ~en _,~?_~_.o~z~,?~- L.e~_e~_~,n~_,_~p ....
apply Dilly to zlle sample teste~ analor illspecte~3, al~ are i1o! #3ciica[ive OT ~le clMan[l~le$ OT ~pparelT[ly
Huntingdon
Engineering and Science for a Safer Environment
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Huntingdon · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CLIENT NO.: 3200037
REPORT NO.: 26286
PROJECT: Gulf Bearing DATE OF SERVICE: 6/15/95
Coppell, Texas AUTHORIZATION: Joe
REPORT DATE: 6/22/95
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: 2-4"
AIR: 5 +- 1%
METHOD OF TEST: AST~ C-39
ASTM C- 143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DATE OF PLACEMENT: 6/15/95
TIME SAMPLED: 06: 45A.M BY: Frank Tisdale, CRT
TEMPERATURE ('F) - AIR: 69 CONCRETE: 81
TRUCK NO: 572 ~qCKET NO: 7010768
AIR CONTENT(%): 4.0
LOCATION OF PLACEMENT:
East half of east paving area, 70 feet south
and 104 feet east of southeast building
corner.
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO.. (inches) TESTED (days)
1 1 5.50 6/22/95 7
i 2 7/13/95 28
1 3 7/13/95 28
1 4 HOLD HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (psi)
91820 3250
REMARKS
ADDITIONAL COMMENTS:
15 gallons of water was added prior to sampling.
Technician: Frank Tisdale, CET Started: 06:00AM Stopped: 05:30PM
Report Of Tests Continued On Page 2
1001 LW
Our letters and reports .are for the..excl.us, lve u. se ofthe client .to whom
full without the approval of the teszlnCl I~oorator~. [ne use o! ourna.m.e
r Ins ecteU and are not Indicative OT me quammes oT apparemly
apply only to the sample tested and/5 p .
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/15/95
REPORT NO.
PAGE 2
SET NO. 2
26286
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 2-4"
AIR: 5 +- 1%
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: 6/15/95
TIME SAMPLED: 08:31AM BY: Frank Tisdale, CET
TEMPERATURE ( ~ F) - AIR: 75 CONCRETE: 81
TRUCK NO: 280 TICKET NO: 7010777
AIR CONTENT(%): 4.5
LOCATION OF PLACEMENT:
East half of east paving area, 35 feet north
and 127 feet east of southeast building
corner.
CYLINDER MEASURED
MARKED SLUMP
SET NO, (inches)
2 1
2 2
2 3
2 4
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) {lbs. force) (psi)
5.50 6/22/95 7 91220 3230
7/13/95 28
7/13/95 28
HOLD HOLD
R~MARKS
Technician: Frank Tisdale, CET Started: 06:00AM Stopped: 05:30PM
Report Of Tests Continued On Page 3
1001 LW
Ou~ lettem emJ repm/e are fo~ the exclusive u~e of the client to where they ate ad~l. reeeed e~d. ~ not b? rei~l, ._u~cl ex ,c~pt in
~oply only tO the temple te~ted and/o~ insetted, a~l ere not indm~t~e d the quent~ie~ Of e~of~rently ~tlCel O~ mt pt' .
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/15/95
REPORT NO.
PAGE 3
SET NO. 3
26286
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Latt imore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000pS£ @ 28 DAYS
SLUMP: 2-4"
AIR: 5 +- 1%
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: 6/15/95
TIME SAMPLED: 10:43AM BY: Frank Tisdale, CET
TEMPERATURE ( I F) - AIR: 81 CONCRETE: 81
TRUCK NO: 5?4 TICKET NO: 7010803
AIR CONTENT(%): 6.0
LOCATION OF PLACEMENT:
East half of east paving area, 140 feet north
and 128 feet east of southeast bldg. corner.
CYLINDER MEASURED
MARKED SLUMP
SET NOt (inches)
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AG E LOAD STRENGTH
TESTED (days) {lbs. force) (Psi)
3 1 5.25 6/22/95 7
3 2 7/13/95 28
3 3 7/13/95 28
3 4 HOLD HOLD
91820 3250
REMARKS
Technician: Frank Tisdale, CET Started: 06:00AM Stopped: 05:30PM
Report Of Tests Continued On Page 4
1001 LW
Our II.em ~ ,ep~t~ I'e fo~' the ,.xclulive Use of the client to whom they
full without the approval of the t~t~;I laboratoW. The use of o?. na~? mu~t
~ oflly to the ~limpil te~ted acv]/oc irdpe~ted, and are not t~cllcitive of the
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OFSERVICE: 6/15/95
REPORT NO.
PAGE 4
SET NO. 4
26286
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: LattfLmore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000ps£ @ 28 DAYS
SLUMP: 2-4"
AIR: 5 +- 1%
METHOD OF TEST: ASTM C-39
ASTM C- 143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DATE OF PLACEMENT: 6/15/95
TIME SAMPLED: 12: 35PM BY: Frank Tisdale, CET
TEMPERATURE ('F)- AIR: 87 CONCRETE: 87
TRUCK NO: 572 TICKET NO: 7010810
AIR CONTENT(%): 2.5 ~
LOCATION OF PLACEMENT:
East half of east paving area, 225 feet north
and 97 feet east of southeast building corner.
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH
(inches) TESTED (days) (lbs. force) (r)sl)
4 1 5.50 6/22/95 7
4 2 7/13/95 28
4 3 7/13/95 28
4 4 HOLD HOLD
91940 3250
REMARKS
ADDmONAL COMMENTS:
All test results comply with the project specifications as noted except
as marked (*). 20 gallons of water was added to truck prior to sampling.
Contractor notified of iow air content. Also, contractor notified of
slump.
Technician: Frank Tisdale, CET Started: 06:00AM Stopped: 05:30PM
Report Of Tests Continued On Page 5
1001 LW
Our letters and reports are for file ..excl.us. lve .use of the client .to whom they .are ad. dressed _~n~d_ s_h~_l__n_o.t_,be
full without the approval of the tesu..ng moor~ory. In9 use ~ .~..~.m.e m[Js.~ rece~_ve.,.,_o~r_ _.w~__e_n__a_p_.p[,.??_..~_~_;
apply only to the sample tested and/6r Inspectet:l, ano are not in~caave o~' Ina quarm~es o[ ~par=.uy
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/15/95
REPORT NO.
PAGE 5
SET NO. 5
26286
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 2-4"
AIR: 5 +- 1%
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: 6/15/95
TIME SAMPLED: 03:37PM BY: Frank Tisdale, CET
TEMPERATURE ('F) - AIR: 90 CONCRETE: 88
TRUCK NO: 464 TICKET NO: 7010835
AIR CONTENT(%); 4.5
LOCATION OF PLACEMENT:
East half of east paving area, 220 feet south
and 133 feet east of northeast building
corner.
CYLINDER
MARKED
SET NO.
5 1
5 2
5 3
5 4
MEASURED
SLUMP
(inches)
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH-6 X12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED. (d~ (Ibs, fom~ psi)
5.00 6/22/95 7 83580 2960
7/13/95 28
7/13/95 28
HOLD HOLD
REMARKS
ADDITIONAL COMMENTS:
Note: There was an one hour and 10 minute delay between l:20pm and 2:30pm
due to no trucks onsite. No water was added to truck.
Technician: Frank Tisdale, CET Started: 06:00AM Stopped: 05:30PM
Report Distribution: HUNTINGDON-SOUTHWESTERN LABS
(1) {;utf Bearing, Inc. (1) City of Copper[
(1) Gromatzky, Oupree & Associates (1) City of Coppe[[
(1) Brockette, Davis, Drake
(2) Rogers O'Brien
(1) Southwestern Labs
10~ )LWs°uth"esteCn Labs
Our letters and reports are for the excl.us, lve ~se of._the client .to whom they .ere addressed a.[~l shall not .be ~r~r,o_d~u~c_?d__e~c.e_p_t_ln~_
ful without the approval o.f Ge .testi.n.g ~orat.ory: In9 use o! ._ou~na.m,.e m_~s.[fe_c..a_v~e~?_ur_ _wr, ~.e..n..a..l~[.o,v~ntlc~ ~)erUselrmSl~r~uu~
apply only to the sample tes~ecl an~/or inspecteD, ano are no[ nocatve