Gulf Bearing-LR 950630Huntingdon
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
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 26670
DATE OF SERVICE: 6/23/95
AUTHORIZATION: Ongoing
REPORT DATE: 6/30/95
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"
AlE: N/A
METHOD OF TEST: ASTM C-39
ASTM C- 143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DATE OF PLACEMENT: 6/23/95
TIME SAMPLED: 10: 52AM BY: Frank Tisdale, CET
TEMPERATURE ('F)-AIR: 85 CONCRETE: 88
TRUCK NO: 451 ~qCKET NO: 7011223
AIR CONTENT(%): 5.0
LOCATION OF PLACEMENT:
Paving at southeast corner of parking, 5' S.
and 85' east of southeast building corner.
CYLINDER
MARKED
SET NO.
1 1
1 2
1 3
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH
(inches) TESTED (days) (lbs. force) (psi)
5. O0 6/30/95 7 84000 2970
7/21/95 28
7/21/95 28
REMARKS
ADDmONAL COMMENTS:
Technician time recorded on report number 26654.
to truck prior to sampling.
10 gallons water added
Technician: Frank Tisdale, CET
Report Distribution: HUNTINGDON,SOUTHWESTERN LABS
(1) 6utf Bearing, Ir#D. (1) City of Coppett ~,
(1) Gromatzky, Dupree & Associates (1) City of CoppeLL
(1) Brockette, Davis, Drake
(2) Rogers o'arien F. King , P.E.
(1) South,estern Labs
(1) Southwestern Labs
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
ful without the approva of the testing laboratory The use of our. name must receive our written approval. Our lette.rs and rep. ort$
app y only to the sample tested and/or nspecte;:l, and are not noicative of the quantities of appareritly identical or s~milar products.
Huntingdon
Engineering and Science for a Safer Environment
Huntingdun · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
T~ephone: (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.: 25810
DATE OF SERVICE: 6/02/95
PROJECT: Gulf Bearing AUTHORIZATION: Joe
Coppell, Texas REPORT DATE: 6/30/95
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: 14
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5" Max.
AIR: N/A
METHOD OFTEST: ASTM C-39
ASTM C-143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 16
DATE OF PLACEMENT: 6/02/95
TIME SAMPLED: 05 :ISAM BY: Frank Tisdale, CET
TEMPERATURE ('F)- AIR: 72 CONCRETE: 81
TRUCK NO: 457 ~CKET NO: 14010063
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Slab-on-grade, Line D.9 at 1.5.
CYLINDER MEASURED
MARKED SLUMP DATE
SET._ NO. (inches) _ TESTED
1 1 5.75 6/09/95
1 2 5.75 6/30/95
1 3 5.75 6/30/95
1 4
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(d~s) (lbs. ~m~
7 97890 3460
28 139330 4930
28 140710 4980
HOLD HOLD
REMARKS .
ADDITIONAL COMMENTS_:
10 gallons of water added by contractor prior to sampling.
Technician: Frank Tisdale, CET Started: 04:30AM Stopped: 09:30AM
Report Of Tests Continued On Page 2
1001 LW
· o whom the are addressed and shall not be reproduced except In
r letters and reports are for the exclusive use of the chent t marne m~st receive Our written app.rov, a.L_.Ou.r IeEe.rs
~0¥1 .wttho. ut.the._approva! qf th.e~tes_ti~n,g_.la,_b_o~.~at~,or~..n'[nh~e~S~enn°~ ~n~ ive of the (:luantltles of apparen[ly ioen~lcal or
apply only to tne sa p ,
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/02/95
REPORT NO.
PAGE 2
SET NO. 2
25810
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Latttmore
PLANT: 14
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5" Max.
AIR: N/A
METHOO 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: 6/02/95
TIME SAMPLED: 06: 50AM BY: Frank Tisdale, CET
TEMPERATURE ('F)-AIR: 77 CONCRETE: 81
TRUCK NO: 582 TICKET NO: 7010304
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Slab-on-grade, Line A.3 at 2.9.
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) ¢osi)
2 1 7.75 6/09/95 7 81570 2880
2 2 7.75 6/30/95 28 114660 4050
2 3 7.75 6/30/95 28 111570 3950
2 4 HOLD HOLD
REMARKS
ADD~IONAL COMMENTS:
10 gallons of water was added by contractor prior to sampling.
notified of slump.
Contractor
Technician: Frank Tisdale, CET Started: 04:30AM Stopped: 09:30AM
Report Of Tests Continued On Page 3
1001 LW
re orts are for the exclusive use of the client to whom they are addressed and shall not be reproduced except In
Our letters and p . f rname must receive our written apl~,roval Our letters and reports
fu without the approval of the test ng laboratory. The use o ou · ·
apply on y to the sample tested and/or inspecte~l, and are not indicative of the quantit es of apparently ~denfical or similar products.
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
OATEOFSERVIOE: 6/02/95
REPORT NO.
PA~E 3
SET NO. 3
25810
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 14
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 16
DATE OF PLACEMENT: 6/02/95
TIME SAMPLED: 08: 30AM BY: Frank Tisdale,
TEMPERATURE ('F) - AIR: 81 CONCRETE: 82
TRUCK NO: 574 TICKET NO: 7010320
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Slab-on-grade, LfLne A.3 at 10.
CET
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) (os~
3 1 5.50 6/09/95 7 98970 3500
3 2 5.50 6/30/95 28 132990 4700
3 3 5.50 6/30/95 28 134130 4740
3 4 HOLD HOLD
REMARKS
Technician: Frank Tisdale, CET Started: 04:30AM Stopped: 09:30AM
Report Distribution: HUNTINGDON.SOUTHWESTERN LABS
(1) GuLf Bearing, Inc. (1) City of Copper[ .~.~
(1) Gromatzky, Dupree & Associates (1) City of Coppet{
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. King Cook, P.E.
(1) Southwestern Labs
(1) Southwestern Labs . for the exclusive use of the client to whom they are addressed and shall not be reproduced except
1001 LW .Oq..r le.~ers..ap.d reports ,ar_e, ..... ,;,~ ;oh~r~, The use of ourname must receive our wr. itten ap.pr, ov.a.l._.Ou~, lette.rs,,a_nd__r_e,p,o,~r~s~
~J w~tnout me. approva, I o} r_?=~t==_..,.~.~.~.~;;.¥~,~, n;~'~l nrc not indicative of the quantities o! apparently taer~ca~ or s~mlmr pruuuc.-.
apply on y to the sample ~es~eo
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
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 26654
DATE OF SERVICE: 6/23/95
AUTHORIZATION: Joe
REPORT DATE: 6/30/95
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
METHOO OF TEST: ASTM C-39
ASTM C-143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 16
DATE OF PLACEMENT: 6/23/95
TIME SAMPLED: 05:40AM BY: Frank Tisdale, CRT
TEMPERATURE ('F)- AIR: 72 CONCRETE: 82
TRUCK NO: 573 TICKET NO: 7011193
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
6" slab-on-grade, Line G.5 at 5.8.
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 5.75
1 2
1 3
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) (lbs. force) (ps~
6/30/95 7 104720 3700
7/21/95 28
7/2[/95 28
REMARKS
ADDITIONAL COMMENTS:
10 gallons of water was added prior to sample,
slump.
Contractor notified of
Technician:
Frank Tisdale, CRT Started: 05:00AM Stopped: 12:00PM
Report Of Tests Continued On Page 2
1001 LW
Our etters and reports .are for t. he excl.usJve u. se oft,he client .to whom they .are ad, dressed a..n.d shall not ,be .[epr. o.d. uced ex, cept In~
fu without the approval of the Testing laooratory ~ne use or ournarne must receive our wrmen app,.royaj. ,.uu.r te~efs ano rep. ort. s
apply only to the sample tested and/or insl3ecte~l, and are not indicative of the quantities of apparen[ty ioermca~ or s~m~ar prooucts.
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/23/95
REPORT NO.
PAGE 2
SET NO. 2
26654
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 [flumber 16
DATE OF PLACEMENT: 6/23/95
TIME SAMPLED: 07: 20AM BY: Frank Tisdale, CET
TEMPERATURE ('F)-AIR: 72 CONCRETE: 85
TRUCK NO: 573 TICKET NO: 7011198
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
8" slab-on-grade, Line B.5 at 2.5.
CYLINDER
MARKED
SET NO.
2 1
2 2
2 3
MEASURED
SLUMP
(inches)
REPORT OF TESTS
CONCRE'rE COMPRESSIVE STRENGTH - $ X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED {days) {lbs. force) {ps~
5.50 6/30/95 7 101940 3600
7/21/95 28
7/21/95 28
REMARKS
ADDITIONAL COMMENTS:
No water was added to truck prior to sampling.
Technician:
Frank Tisdale, CET Started: 05:00AM Stopped: 12:00PM
Report Of Tests Continued On Page 3
1001 LW
Our letters and re orts are for the exclusive use of the cent .to whom they are addressed a.~d sha not .be _reproduced ex. cept in
..... P ........ ,-- ,-~---,--. The use o7 ourname must receive our w~men approval uur letters ano reports
~ull w~ o PP uantities of a arentl ~dent ca or similar products
apply only to the sample tested and/or inspecteU, and are not indicative of the q PP Y ·
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OFSERVICE: 6/23/95
REPORT NO.
PAGE 3
SET NO. 3
26654
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: 6/23/95
TIME SAMPLED: 09: 30AM BY: Frank Ttsdale, CET
TEMPERATURE ('F)-AIR: 85 CONCRETE: 87
TRUCK NO: 574 TICKET NO: 7011212
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
8" slab-on-grade, Line C at 9.8.
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 5.50 6/30/95 7
3 2 7/21/95 28
3 3 7/21/95 28
89580 3170
REMARKS
ADDITIONAL COMMENTS:
5 gallons of water was added to truck prior to sampling.
notified of slump.
Contractor
Technician: Frank Tisdale, CET Started: 05:00AM Stopped: 12:00PM
Report Distribution: HUNTINGDONeSOUTHWESTERN LABS
(1) Gulf Bearing, Inc. (1) City of Coppell *--A
(1) Gromatzky, Dupree & Associates (1) City of Coppe[[
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. King Cook, P.E.
(1) Southwestern Labs
10~ )LWsOuthwestern Labs
Our etters and reports are for the exclusive use of the cl ent to whom they ,are ad, dressed a,~d shall not ~3e _repr,o~..uced ex. cept In.
fu I without the approval of the testing laboratory. The use of pu.r. na.m. e m.us3 rece~ve....our wt. men app.,roygl.~.uu,r lett_e,r.s ,a_na__r_e~p~s_
apply only to the sample tested and/or nspecte~l, and are not ~na~catlve OT zne quamraes OT apparenuy ioen[ ca~ or s~m,ar p[oou~t~.