Gulf Bearing-LR 951109 (2)TECHNOLOGIES INC
_.laxim Tech.· Southwestern Labs
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
PROJECT: Gulf Bearing
Coppell, Texas
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
SERVICES:
PROJECT NO.: 3200037
REPORT NO.: 32900A
DATE OF SERV]CE: 10/27/95
AUTHORIZATION: ongoing
REPORT DATE: 11/09/95
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: 5" Max.
AIR: N/A
METHOD OF TEST: ASTM ¢-39
ASTM C- 143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DATE OF PtACEMENT: 10/27/95
TIME SAMPtED: 10:00AM BY: Francisco Calvillo
TEMPERATURE ('F) - AIR: 79 CONCRETE: 76
TRUCK NO: 574 TICKET NO: 7015416
AIR CONTENT(%): 3.0
LOCATION OF PLACEMENT:
Paving north parking lot area. @ 40' North
of building's northwest corner.
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 5.50 11/03/95
t 2 5.50 11/24/95
1 3 5.50 11/24/95
1 4 HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) (in.) (sq.in.) (lbs. force) (psi)
7 6.00 28.27 90730 3210
28 6.00 28.27 109420 3870
28 6.00 28.27 115200 4070
HOLD
REMARKS
Technician: Francisco Calvillo
Technician
Started: 09:00AM Stopped: 03:00PM
Report Of Tests Continued On Page 2
1001 LW
Our fetters and reports .ere for the excl.us, ive u, se ofthe client.to whom they .are addressed _a.n~d__s_h~_/.n_o..t_,be ~e,~rlo~d~u~cr~ed~ne~C~e~nt~ir~m
ful without the approval of the testl.n.g i,amora[pry.. ~n,e use o[
apply only to the sample tested an(=/or fnspec~ea, ano are no[ inQlcatlV~
Gulf Bearing, Inc.
PROJECT NO. 3200037
DATE OF SERVICE: 10/27/95
REPORT NO.
PAGE 2
SET NO. 2
32900A
CONTRACTOR: Rogers O~Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 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 38
DATE OF PLACEMENT: 10/27/95
TIME SAMPLED: 12:45PM BY: Francisco Calvillo
TEMPERATURE ('F)-AIR: 80 CONCRETE: 78
TRUCK NO: 282 TICKET NO: 7015432
AIR CONTENT(%): 3,5
LOCATION OF PLACEMENT:
Paving north parking lot. 78' North & 90~ west
of buildings northeast corner.
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO, (inches) TESTED
2 1 5.00 11/03/95
2 2 5.00 11/24/95
2 3 5.00 11/24/95
2 4 HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
(days) (in.) (sq.in.) (lbs. force)
COMPRESSIVE
STRENGTH
(psi)
7 6.00 28.27 98250 3470
28 6.00 28.27 121820 4310
28 6.00 28.27 120940 4280
HOLD
REMARKS
Technician: Francisco Calvillo
Technician
Started: 09:00AM Stopped: 03:00PM
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 reproduced except in
full without the approva! of th.e .testl,n.g laboratpry; The use o[ ~uf,_n~_.m,.~_ m_.us.[_re_c.e.?.~e~,o_u_r ~v~ ~_e.n_.a~,r..oy~al;~O~',r I..e. tt~e~'mSil~d~rr~uOc~[
apply only to the sample testea aha/or inspec[ea, ana are no[ IrtQIC~TJV~ ol I.~1¢ q~.l~l~U[l~=~ u/ ¢UppQf~H~7 ~U~HU~ ~ a~ I~ ·
Gulf Bearing, Inc.
PROJECT NO. 3200037
DATE OFSERVICE: 10/27/95
REPORT NO.
PAGE 3
SET NO. 3
32900A
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5" Max.
AIR: N/A
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: 10/27/95
3qME SAMPLED: 02: 20PM BY: Francisco Calvillo
TEMPERATURE ('Fl-AIR: 82 CONCRETE: 78
TRUCK NO: 572 TICKET NO: 7015440
AIR CONTENT(%): 3.3
LOCATION OF PLACEMENT:
Paving @ firelane area 65' north & 18' west
of buildings northwest corner
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
3 1 5.75 11/03/95
3 2 5.75 11/24/95
3 3 5.75 11/24/95
3 4 HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM ' COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) (in.) (sq.in.) (lbs. force) (psi)
REMARKS
7 6.00 28.27 89560 3170
28 6.00 28.27 110250 3900
28 6.00 28.27 109090 3860
HOLD
Technician: Francisco Calvillo
Technician
Report Distribution: MAXIM TECH.eSO~WEj~,N LABS
(1) GuLf Bearing, Inc.
(1) Gro~atzky, Dupree & Associates
(1) ltrockette, Davis, Drake
(2) Rogers O'arien F. King Cook, P.E.
(1) City of Coppett
(1) City of Coppett
1001 LW
Our letters and reports are for the excl,us, ive use ofthe client.to whom they ~are aqldressed .a~..d shall not ,be.[repr,o.d. uced ex. cept In.
full without the approval of the testing ~aooratory,. I n.e use o! pu,r. na.m. e mvs~[ rece~v_e.~.op_r _wt. ~_e_n__a_p_p.,r..o¥~a~_.,_u~_,r
apply only to the sample tested and/or inspected, ana are no; in~lca[lve oT[ne q~antme~
TECHNOLOGIES INC
..axim Tech. · Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 831-2700
FAX: (214) 920-1891
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
REPORT OF
CONCRETE cOMPRESSIVE STRENGTH
SERVICES:
PROJECT NO.: 3200037
REPORT NO.: 32738A
DATE OF SERVICE: 10/25/95
AUTHORIZATION: ongoing
REPORT DATE: 11/22/95
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: N/A
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5" max.
AIR: N/A
METHOO OF TEST: ASTM C-39
ASTM C-143
PROJECT DATA
CLASS OF CONCRETE: (38) 3000
DATE OF PLACEMENT: 10/25/95
TIME SAMPLED: 08: 30AM BY: Francisco Calvillo
TEMPERATURE ('F)-AIR: 59 CONCRETE: 70
TRUCK NO: 315 33CKET NO: 7015259
AIR CONTENT(%): 4.7
LOCATION OF PLACEMENT:
Paving off southwest corner of building
35' south and 5' east
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 i 5.50 11/0~/95
1 2 5.50 11/22/95
Z 3 5.50 11/22/95
1 4 HOLD HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMEIER AREA LOAD STRENGTH
(days) (in.) (sq.in.) (lbs. force) (psi)
7 6.00 28.27 99930 3530
28 6.00 28.27 124500 4400
28 6.00 28.27 124240 4390
REMARKS
Technician: Francisco Calvillo
Technician
Started: 08:00AM Stopped: 02:00PM
Report Of Tests Continued On Page 2
1001 LW
Our letters and reports are for the excl.us, lve use ofthe client .to whom they ~re ad. dressed e.n.d shall not ,be fepr,od~uced ex~cept 19
full without the approv~ of ~e.testi~g ,amoratpry: In.e use o[ .ou~r, na.m,.~_ m_.us.[?_c?.?~e~,o_u_r _wr~ ~..e..n..a~p~pr..o~[ ger~se[mSilaarna~rr~dPuOc~[
apply only to the sample tes[ea ano/or inspe~ea, ana are not inolsa[iv~ ul UlC q~ltlLIc~ v/ {;~.~l~,/~lltl.· u~llu [~ '
Gulf Bearing, Inc.
PROOEGT NO. 3200037
DATE OF SERVICE: 10./25/95
REPORT NO,
PAGE 2
SET NO. 2
32738A
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: N/A
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 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
CLA. S8 OF CONCRETE: (38) 3000
DATE OF PLACEMENT: 10/25/95
TIME SAMPLED: ll:iOAM BY: Francisco Calvillo
TEMPERATURE ('F)-AIR: 72 CONCRETE: 71
TRUCK NO: 573 TICKET NO: 7015278
AIR CONTENT(%): 4.2
LOCATION OF PLACEMENT:
Paving @ north side of bldg. 25' north & 60'
west of building's northeast corner
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
2 1 5.50 11/01/95
2 2 5.50 11/22/95
2 3 5.50 11/22/95
2 4 HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
(days) (in.) (sq.in.) (lbs. force)
COMPRESSIVE
STRENGTH
(psi)
7 6.00 28.27 94800 3350
28 6.00 28.27 124480 4400
28 6.00 28.27 120190 4250
HOLD
REMARKS
Technician: Francisco Calvillo
Technician
Started: 08:00AM Stopped: 02:00PM
Report Of Tests Continued On Page 3
1001 LW
Our letters and reports are for the exclusive use of_the client .to wflom they .are aqldressed e.n.d shall not .be .[repr,o.d. uced ex. cept Iq
fU without the approva of the testing laooratory,, inp use oT p ,,u[na~e m~s~ re_c. eLv~e~,o_u_r
apply only to the sample tested and/or inspectea, an(3 are not in~caTJve oTme quamme~ o, ~pp~u~.uy ~u~.m.~. u~ ~,..,~. p~uu~.~ .
Gulf Bearing, Inc.
PROJECT NO. 3200037
DATE OF SERVICE: 10/25/95
REPORT NO.
PAGE 3
SET NO. 3
32738A
CONTRACTOR: Rogers O' Brien
CONCRETE SUPPLIER: ~ttimore
PLANT: N/A
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 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: (38) 3000
DATE OF PLACEMENT: 10/25/95
TIME SAMPLED: 01: 25PM BY: Francisco Calvillo
TEMPERATURE ('F)-AIR: 74 CONCRETE: 73
TRUCK NO: 572 llCKET NO: 7015301
AIR CONTENT(%): 3.9
LOCATION OF PLACEMENT:
Paving @ northside of building
20' north & 75' east of building's northwest
corner
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. (inches) TESTED (days) (in.) (sq.in.) (lbs. force) (psi)
3 1 5.00 11/01/95 7 6.00 28.27 91650 3240
3 2 5.00 11/22/95 28 6.00 28.27 122720 4340
3 3 5.00 11/22/95 28 6.00 28.27 129270 4570
3 4 HOLD HOLD
REMARKS
Technician: Francisco Calvillo
Technician
Started: 08:00AM Stopped: 02:00PM
Report Distribution: MAXIM T~N LABS
(1) Gulf Bearing, Ir~.
(1) Grc~tzky, Dupree & Associates
(1) Brockette, Davis, Brake
(2) Rogers O'Brien
(1) City of Coppe[[ '
(1) City of Coppe[[
1001 LW
Our le. ers a.d repo~s are for the exclusive use of the cllem to whom mey .are ad~essed a~ shall .ot
~11 .witho~ the approv~ of t~e_tesfl~g laborat9~: Th~ use o! p~na~e m~[ rece~ur _v~r. ~9__a~?~:v'~.~,_~_[ _~l~' -r-~u~s
apply only to the sample testeo ano/or inspecteo, arlo are no[ iROlCallVe o? [ne quammes ol apparemly lUenu~ u[ =mllm ~ u .