Gulf Bearing-LR 950609Huntingdon
Engineering and Science for a Safer Environment
Hunt,..ddon * 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 CL~ENTNO.: 3200037
REPORT NO.: 24599
PROJECT: Gulf Bearing DATE OF SERVICE: 5/12/95
Coppell, Texas AUTHORIZATION: Ongoing
REPORT DATE: 6/09/95
SERVICES: Sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive strength specimens.
CONTRACTOR: Rogers O' Brien
CONCRETE SUPPLIER: Latt imore
PLANT: 6
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 2-3"
AIR: N/A
METHOD OF TEST: ABTM C-39
ASTM C-143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 40
DATE OF PLACEMENT: 5/12/95
TIME SAMPLED: 04: 35PM BY: Frank Tisdale,
TEMPERATURE (°F) - AIR: 76 CONCRETE: 80
TRUCK NO: 453 TICKET NO: 6016605
AIR CONTENT(%): M/A
LOCATION OF PLACEMENT:
Manhole, 8" S.S., Sta. 0+57.
CET
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) (psi)
1 i 1.50 5/19/95 7 130690 4620
1 2 1 · 50 6/09/95 28 158010 5590
1 3 1.50 6/09/95 28 153090 5410
1 4 HOLD HOLD
REMARKS
ADDITIONAL COMMENTS:
Technician time recorded on report number 24622.
Technician: Frank Tisdale, CRT
Report Distribution: HUNTINGDON~ LABS
(1) GuLf Bearing, inc. (1) City of CoppeLL
(1) Gromatzky, Dupree & Associates (1) City of CoppeLL
(1) Brockette, Davis, Drake
(Z) Rogers O'Brien F. King Cook, P.E.
(1) Southwestern Labs
(1) Southwestern Labs
1001 LW
Ou~ lette~ and reports ~e fo~ the e.xck~ive u~e of the c~ient [o where they ~e ad~. ,eeeed ~ ~hl~l not ~
fu41 without the ,pp~'ovll of the te~g !ab~t~¥. The use o,.o?, nato ~ ~'eCelV? p~ w.,,tton ap?. ~ll_._.?__ur,
Huntingdon
Engineering and Sdence for a Safer Environment
Hunti,,gdon · 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.: 25810
PROJECT: Gulf Bearing DATE OF SERVICE: 6/02/95
Coppell, Texas AUTHORIZA~ON: Joe
REPORT DATE: 6/09/95
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: 3000pst @ 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: 6/02/95
]]ME SAMPLED: 05: 15AM BY: Frank Tisdale,
TEMPERATURE ('~-NR: 72 CONCRETE: 81
TRUCK NO: 457 ~]CKET NO: 14010063
NR CONTENT(%): N/A
LOCA~ON OF PLACEMENT:
Slab-on-grade, Line D.9 at 1.5.
GET
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED
1 1 5.75 6/09/95 7
1 2 6/30/95 28
1 3 6/30/95 28
1 4 HOLD HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (psi)
97890 3460
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
Our letters and reports are for the exclusive use of_the client.to whom they are addressed .a~.~d shall not be reproduced except In
apply only to the sample testeo an(3/or inspecteo, ama are not mu~cauw u, u,= ~,,m,== v ,,w~-~ · ,~ ·
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/02/95
REPORT NO.
PAGE 2
SET NO. 2
25810
CONTRACTOR: Rogers O'Brten
CONCRETE SUPPLIER: Latttmore
PLANT: 14
SPECIFICAllON REQUIREMENTS
STRENGTH: 3000pst @ 28 DAYS
SLUMP: 5" Max.
AIR: N/A
METHOD OF TEST: AS/~[ 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 11CKET NO: 7010304
AIR CONTENT(%): N/A
LOCAllON OF PLACEMENT:
Slab-on-grade, Line A.3 at 2.9.
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
Onches)
REPORT OF TESTS
CONCRETE COMPflESSNE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COM PflES.~VE
DATE AGE LOAD STRENGTH
TESTED Cdavs) ~bs. force}
2 1 7.75 6/09/95 7
2 2 6/30/95 28
2 3 6/30/95 28
2 4 HOLD HOLD
81570 2880
REMARKS
ADDmONAL 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
Our letters and reports are for the exclusive use ofthe client .to whom they .are ad. dressed a. gd shall not .be repr.o.d, uced e~.cept In.
full without the approval of the .testlnq laboratory.. ~np use ~ pu.r. na,m. e m.u%~ rece~vp...our w~, r~en app.rov, a3...uu.r ~e~s,.and rep. on, s
apply only to the sample tested and/Or inspected, and are not indicative eT Tne qu~ntEles o! apparently identical or slmtmr proouc~s.
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OFSERVICE: 6/02/95
REPORT NO.
PAGE 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
(C~nt inued)
PROJECT DATA
CLASS OF CONCRETE: Mix Number 16
DATE OF PLACEMENT: 6/02/95
11ME SAMPLED: 08: 30AM BY: Frank Tisdale, CET
TEMPERATURE ('F) - AIR: 81 CONCRETE: 82
TRUCK NO: 574 TICKET NO: 7010320
mR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Slab-on-~rade, Line A.3 at 10.
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
CONCRETE COMPRESSNE STRENGTH - 6 X 12 CYLINDERS
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH
~nches) TESTED (dm/s) {lbs. force)
3 1 5.50 6/09/95 7
3 2 6/30/95 28
3 3 6/30/95 28
3 4 HOLD HOLD
98970 3500
REMARKS
Technician: Frank Tisdale, CET Started: 04:30AM Stopped: 09:30AM
Report Distribution: (1) Gutf Bearing, Inc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Briefl
(1) Southwestern Labs
(1) City of Coppell
(1) City of Coppell
HUNTINGDONeSO~~~N LABS
'10~I )LWsouthwestern Labs
Our letters and reports are for the exclusive use of_the client .to whom they .are ad. dressed .a~..d shall not .be .[eprpduced ex. cept in
fu without the approval of the testing laboratory, faa use oT . .ou[na. me m.us3 recewq...our wt. r~en apR..rov, m..__uu~, rotters aha rep. o~s
apply only to the sample tested and/or nspecteU, and are not mmcative o! tne quammes cT apparemy aemca or mm ar proouczs.
Huntingdon
Engineering and Sdence for a Safer Environment
Huntil,gdon · 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 CUENTNO.: 3200037
REPORT NO.: 24549A
PROJECT: Gulf Bearing DATE OF SERVICE: 5/11/95
Coppell, Texas AUTHORIZATION: Joe
REPORT DATE: 6/08/95
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- 3"
AIR: N/A
METHOD OF TEST: ASTM C-39
ASTM C-143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 40
DATE OF PLACEMENT: 5/11/95
TIME SAMPLED: 06:00PM BY: Frank Ttsdale, CET
TEMPERATURE ('F)- AIR: 77 CONCRETE: 81
TRUCK NO: 282 TICKET NO: 7009615
AIR CONTENT("m): N/A
LOCATION OF PLACEMENT:
Manhole, 8" S.S., Sta. 0+00.
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. fome) (osi}
1 1 1.50 5/18/95 7 141680 5010
1 2 1.50 6/08/95 28 165130 5840
1 3 1.50 6/08/95 28 162170 5740
1 4 HOLD HOLD
REMARKS
ADDITIONAL COMMENTS:
Technician time recorded on report number 24548.
Technician: Frank Tisdale, CET
Report Distribution: HUNTINGDON,SO~WE~E_RN LABS
(1) Gutf Bearing, Inc. (1) City of Coppe[[
(1) Groemtzky, Dupree & Associates (1) City of Coppei[
(1) arockette, Davis, Drake
(2) Rogers O'Brien
.
(1) Southwestern Labs
(1) Southwestern Labs
1001 LW Our letters and reports are for the exclusive use ofthe client .to whom they are ad. dressed a. nd shall not be reproduced except in
full wffhout the a.prov.! o.f th.e .testl.n.g la. boratqry., in.e use _o!
Huntingdon
Engineering and Science for a Safer Environment
Huntih~ldon · 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.: 24599
DATE OF SERVICE: 5/12/95
AUTHORIZATION: Ongoing
REPORT DATE: 6/09/95
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: 6
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 2- 3"
AIR: N/A
METHOD OF TEST: ASTM C-39
ASTM C- 143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 40
DATE OF PLACEMENT: 5/12/95
TIME SAMPLED: 04:35PM BY: Frank Ttsdale,
TEMPERATURE ('~ - AIR: 76 CONCRETE: 80
TRUCK NO: 453 ~CKET NO: 6016605
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Mat~tole, 8" S.S., SCa. 0+57.
CET
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED Cdavs) (lbs. force~ /DSi~
1 1 1.50 5/19/95 7 130690 4620
1 2 1.50 6/09/95 28 158010 5590
1 3 1.50 6/09/95 28 153090 5410
1 4 HOLD HOLD
REMARKS
ADDmONAL COMMENTS:
Technician time recorded on report number 24622.
Technician: Frank Tisdale, GET
Report Distribution: HUNTINGDONeSO~WES~ LABS
(1) GuLf Bearing, Inc. (1) City of CoppeLL
(1) Gromatzky, Dupree & Associates (1) City of Coppei[
(1) 'Brockette, Davis, Drake
(2) Rogers O'Brien F. King Cook, P E.
(1) Southuestern Labs '
'~OG~ )LWs°uthwestern Labs
Our etters and reports are for the excl.us, lve use ofthe client.to wflom they pre ad. dressed a..n.d shall not,be.[repr,o~duced ex~cept Ir~s
fu I without the approval of the test nq aooratory. ~ ne use o! ourname m~s.~ recelve,..ou~ w!men app..roya.~._.u~. ~et~e.rs .an(] rep. o~'
apply only to the sample tested and/Or nspecteid, and are not Indicative oTtne quantmes oT apparenay ~ner~lcal or s~m~mr proouc~s,
Huntingdon
Engineering and Science for a Safer Environment
Hut ..... gdon · 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 CLIENTNO.: 3200037
REPORT NO.: 25810
PROJECT: Gulf searing DATE OF SERVICE: 6/02/95
Coppell, Texas AUTHORIZATION: Joe
REPORT DATE: 6/09/95
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 OF TEST: ASTM C-39
ASTM C-143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 16
DATE OF PLACEMENT: 6/02/95
TIME SAMPLED: 05: 1SAM BY: Frank Tisdale,
TEMPERATURE (°F) - AIR: 72 CONCRETE: 81
TRUCK NO: 457 TICKET NO: 14010063
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Slab-on-grade, Line D.9 at 1.5.
CET
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 i 5.75
I 2
1 3
I 4
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE
TESTED
6/09/95
6/30/95
6/30/95
AGE LOAD STRENGTH
(days) {lbs. force) (psi) REMARKS
7 97890 3460
28
28
HOLD HOLD
ADDITIONALCOMMENTS:
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
Our le.eea end ,eport~ are for the excltmve uae of the cllen~ to whom ~hey ere ed.clreeeed ~ ah'il not b? re~o~?~l._~u~? e_x_c~ pt '_m_~_
full without the ~oprovld of the te~ting lapo~ltory. The u~e of ourn~rne mu~t receive our wntten ~prov.. u~' ~er~ m~z reporm
apply only to the sample te~ted and/re' inspected, end are not indicative of the quantifie~ of appm'antly identical m' similar products.