Gulf Bearing-LR 950628Huntingdon
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.: 26526
DATE OF SERVICE: 6/21/95
AUTHORIZATION: Joe
REPORT DATE: 6/28/95
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: 3
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4- 6"
AIR: N/A
METHOD OF TEST: ASTM C-39
ASTM C- 143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 16
DATE OF PLACEMENT: 6/21/95
TIME SAMPLED: 07: 30AM BY: Dwayne Palmer
TEMPERATURE ('F) - AIR: 78 CONCRETE: 75
TRUCK NO: 569 TICKET NO: 3013668
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building Pad - C.3- 3.4.
CYLINDER MEASURED
MARKED SLUMP
§ET NO. (inches)
1 5.00
2
3
4
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE
TESTED (days)
6/28/95 7
7/19/95 28
7/19/95 28
HOLD HOLD
LOAD STRENGTH
(lbs. force) (psi)
102800 3640
REMARKS
Technician:
Dwayne ~almer
CME Technician
Started: 05:30AM Stopped: 04:00PM
Report Of Tests Continued On Page 2
1001 LW
Our letters and re orts are for the exclusive use of the client to whom they are addressed and shall not be reproduced except In
· P ' T use of ourname must receive our written appf. oval Our letters and reports
full w~thout the approval of the test ng a. boratory, he ..... - .
apply only to the sample tested and/or ~nspecte~. and are not ~nd~cat~ve of the quantt es of apparerttly identical or similar products
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/21/95
REPORT NO.
PAGE 2
SET NO. 2
26526
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 3
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
(Cont i hued)
PROJECT DATA
CLASS OF CONCRETE: Mix biumber 16
DATE OF PLACEMENT: 6/21/95
TIME SAMPLED: 09: OOAM BY: Dwayne Palmer
TEMPERATURE ('F)-AIR: 81 CONCRETE: 78
TRUCK NO: 573 TICKET NO: 7011055
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building pad: A.8-6.8.
CYLINDER
MARKED
SET NO.
2 1
2 2
2 3
2 4
MEASURED
SLUMP
(inches)
5.50
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE
TESTED (days)
6/28/95 7
7/19/95 28
7/19/95 28
HOLD HOLD
LOAD STRENGTH
(Ibs. force) (psi)
84630 2990
REMARKS
Technician:
Dwayne Palmer
CME Technician
Started: 05:30AM Stopped: 04:00PM
Report Of Tests Continued On Page 3
1001 LW
Our letters and reports are for the exclusive use of the cent to whom they are addressed and shall not be reproduced except In
full without the approval of the testng aboratory The use of ourname must receve our wrtten approval. ~ letters and reports
apply only to the sample tested and/or inspectei:l, and are not nd cative of the quantities of apparently identica~ or similar products,
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/21/95
REPORT NO.
PAGE: 3
SET NO. 3
26526
CONTRACTOR: Rogers O' Brian
CONCRETE SUPPLIER: Lattimore
PLANT: 3
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
(Cont i nued)
PROJECT DATA
CLASS OF CONCRETE: Mix Number 16
DATE OF PLACEMENT: 6/21/95
TIME SAMPLED: 09: 55AM
TEMPERATURE ('F) - AIR: 84
TRUCK NO: 456
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building Pad: C-8.6
BY: Dwayne Palmer
CONCRE/E: 82
~CKETNO: 7011072
CYLINDER
MARKED
SET NO.
3 1
3 2
3 3
3 4
MEASURED
SLUMP
(inches)
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) (lbs. force) (psi)
6.00 6/28/95 7 80720 2850
7/19/95 28
7/19/95 28
HOLD HOLD
REMARKS
Technician:
Dwayne Palmer
CME Technician
Started: 05:30AM Stopped: 04:00PM
Report Of Tests Continued On Page 4
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 approval of the testing laboratory. The use of ow. name must receive our wr, tten app.rova. I. ,.Our letters .and rep. oRs
apply only to the sample tested and/or inspected, aha are not inolcative of the quantities aT apparently iaen[ical or similar proaucts.
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/21/95
REPORT NO.
PAGE 4
SET NO. 4
26526
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont inued)
CONTRACTOR: Rogers O' Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 3
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4- 6"
AIR: N/A
METHOD OF TEST: ASTM C-39
ASTM C- 143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 16
DATE OF PLACEMENT: 6/21/95
TIME SAMPLED: 12:40PM BY: Dwayne Palmer
TEMPERATURE ('F) - AIR: 86 CONCRETE: 84
TRUCK NO: 390 TICKET NO: 7011098
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building Pad: C.1-9.8.
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)
4 1 6.00 6/28/95 7
4 2 7/19/95 28
4 3 7/19/95 28
4 4 HOLD HOLD
86610 3060
REMARKS
Technician: Dwayne Palmer Started: 05:30AM Stopped: 04:00PM
CME Technician
Report Of Tests Continued On Page 5
1001 LW
Our letters and reports are for the exc us ve use of the client to whom they are addressed and shall not be reproduced except in
fu without the approval of the testing aboratory The use of ourname must rece ye our wr tten approva Our letters and rel~orts
apply only to the sample tested and/or inspecteU, and are not indicative of the quantities of appareritly identical or similar pfo~lucts.
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/21/95
REPORT NO.
PAGE 5
SET NO. 5
26526
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 3
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
(Cont i nued)
PROJECT DATA
CLASS OF CONCRETE: Mix Number 16
DATE OF PLACEMENT: 6/21/95
TIME SAMPLED: 02:45PM BY: Dwayne Palmer
TEMPERATURE ('F)- AIR: 89 CONCRETE: 85
TRUCK NO: 282 ]]CK~-T NO: 701114
AIR CONIENT(%): N/A
LOCATION OF PLACEMENT:
Building pad: C.5-9.8
· CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
5 1
5 2
5 3
5 4
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) (lbs. force) (psi)
6.00 6/28/95 7 84820 3000
7/19/95 28
7/19/95 28
HOLD HOLD
REMARKS
Technician: Dwayne Palmer Started: 05:30AM Stopped: 04:00PM
CME Technician
Report Distribution: HUNTINGDONeSOUTHWESTERN LABS
(1) Gulf Bearing, Inc. (1) city of coppe[l.
(1) Gromatzky, Dupree & Associates (1) City of Coppel.[ ~.
(1) Brockette, Davis, Drake £"~
(2) Rogers O'Brien ~ F. King Cook, P.E.
(1) Southuestern Labs
10~)~ )LWS°uth"estern Labs
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in
fu ,withqut the approva of the testing aboratory. The use of ourname must receve our wrtten approva Ou.r letters and rep. orts
apply only to the sample tested and/or inspectei:l, and are not nd cative of the quantities of apparent y identical or similar prooucts.
Huntingdon
Gulf Bearing, Inc.
CMENT NO. 3200037
DATE OF SERVICE: 6/20/95
REPORT NO.
PAGE 2
SET NO. 2
26467
CONTRACTOR: Rogers O'Brten
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4- 6"
AIR: 2-4%
METHOD OF TEST: ASTM C-39
ASTM C- 143
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Co~t inued)
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DATE OF PLACEMENT: 6/20/95
~ME SAMPLED: 07:43AM BY: Frank Tisdale, CET
TEMPERATURE ('~-AIR: 74 CONCRETE: 81
TRUCK NO: 282 ~CKET NO: 7010980
AIR CONTENT(%): 6.0 ~
LOCA~ON OF PLACEMENT:
East paving area, 130' north and 56' east of
southeast building corner.
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X i2 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) (lbs. force) fos~
2 1 6.00 6/27/95 7
2 2 7/18/95 28
2 3 7/18/95 28
2 4 HOLD HOLD
85330 3020
REMARKS
ADDITIONAL COMMENTS:
No water added to truck. Contractor notified of slump.
with contract specifications.
* Does not comply
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 excl.us, ive use of_the client .to whom they .are ad. dressed .a~..d shall not .be _repr.o.d. uced ex. cept 19
full .wffhqut the approve~, o.f ~e.testl.n.g ~.oorat.ory: inp use o! .ou[..na.m. e m[~§.~ recel_v~.~ _~'_ _v~ n~_e_n___a~P~9~:~,_u~_, ~_e?_e,r_s,laarn~orroedPuOc~Ss
apply only to the sempe tes=eo ana/or inspec~ecl, ano are not #lOlCallve oTme qu~mKle~ o! appa~erruy ~c,u~, u~ ~,,,,,,a p, .
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/20/95
REPORT NO.
PAGE 3
SET NO. 3
26467
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4-6"
AIR: 2-4%
METHOD OF TEST: ASTM C- 39
ASTM C- 143
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Co~t tnued)
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DATE OF PLACEMENT: 6/20/95
TIME SAMPLED: 09 :OOAM BY: Fran~ Tisdale, CET
TEMPERATURE ('F) - AIR: 80 CONCRETE: 82
TRUCK NO: 574 TICKET NO: 7010991
AIR CONTENT(%): 5.5 ~
LOCATION OF PLACEMENT:
East paving area, 220' north and 50' east of
southeast building.
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MEASURED MAXIMUM COMPRESSIVE
SLUM P DATE AGE LOAD STRENGTH
(inches) TESTED [days) (lbs. force) (psi)
3 1 4.50 6/27/95 7
3 2 7/18/95 28
3 3 7/18/95 28
3 4 HOLD HOLD
92580 3270
REMARKS
ADDITIONAL COMMENTS:
* Does not comply with contract specifications.
Technician: Frank Tisdale, CET Started: 05:30AM Stopped: 12:00PM
Report Of Tests Continued On Page 4
1001 LW
Our letters and reports are for the .excl.us. lve use of_the client .to whom they .are a.ddressed a..nd shall not .be _repr.o.duced ex, cept In.
full .vvlt~..t'ne..approv~l. of. ~.e.tesa,n.g .~3oratpry, ~n~. use ~ .ou,r. na.m.e mws..t recelve...,our w;men _ap__p.[o,v~:_.,_u~_,
apply ollly ~o T~e sample ~esTeo ano/or 113$pec~eo, Bna are riot Inolcarlve CT me quarmaes O~' apparemly ioerT[l[:~l DF lblmll~tr ~l'U ·
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/20/95
REPORT NO.
PAGE 4
SET NO. 4
26467
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4-6"
AIR: 2-4%
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: 6/20/95
TIME SAMPLED: 10: 32AH BY: Frank Tlsdale, CET
TEMPERATURE ('F) - AIR: 89 CONCRETE: 84
TRUCK NO: 454 TICKET NO: 7011004
A~R CONTENT(%): 5.0 ~
LOCATION OF PLACEMENT:
East paving area, 295' north and 80' east of
southeast building corner.
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)
4 1 5.50 6/27/95 7
4 2 7/18/95 28
4 3 7/18/95 28
4 4 HOLD HOLD
83530 2950
REMARKS
ADDITIONAL COMMENTS:
* Does not comply with contract specifications.
Technician: Frank Tisdale, CET Started: 05:30AM Stopped: 12:00PM
Report Distribution: HUNTINGDONeSOUTHWESTERN LABS
(1) Gutf Bearing, Inc. (1) City of Coppet[
(1) Gromatzky, Dupree & Associates (1) City of Copper[ . A,I
(1) arockette, Davis, Drake ~
(2) Rogers O'Brien /C~ King Cook, P.E.
(1) Southwestern Labs
(1) Southwestern Labs
1001 LW
Our letters and reports are for the excl.us, lve u. se of the c#ent .to whom they .ere ad. dressed a..n.d shall not .be .[rapr.o.d. ucecl ex. cept J9
full .with.out the approvN o.f ~e .testl..ng .~Dorat.ory: in.e use ~ p~na.m.e m_t~s. Lre?.[~__r _wj~_e_n_.ap.E[?v,.a~:_.,~u~., ~tz~lr~ll~ra~rr~§~t~
apply only to the sample testea ana/or inapec~ea, eno are no! ~3OlCa~lve o! [ne quanuu== u~ apl~,=.uy ~u=..~. ~ ~ ·