Gulf Bearing-LR 950719TECHNOLOGIES INC
Maxim Tech., Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
CLIENT:
PROJECT:
SERVICES:
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CLIENT NO.: 3200037
REPORT NO.: 26526
Gulf Bearing DATE OF SERVICE: 6/21/95
Coppell, Texas AUTHORIZATION: Joe
REPORT DATE: 7/19/95
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: 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 PLACEMENI: 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.
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 1 5 . 00 6/28/95 7 102800 3640
1 2 5.00 7/19/95 28 133260 4710
1 3 5.00 7/19/95 28 132840 4700
1 4 HOLD HOLD
REMARKS
Technician: Dwayne Palmer Started: 05:30AM Stopped: 04:00PM
CME Technician
Report Of Tests Continued On Page 2
1001 LW
Our tetters and reports are for the exclusive use of the client to whom they are aa0resseO and shall not be reprociucecl except in
full without the approval of the testing aboratory. The use of ourname must receve our wrtten approval. Our letters anti reports
apply only to the sample tested and/or inspectebl, and are not ndicative of the Quantities of apparently identica or sim lar products.
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 Number 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.
MEASURED
SLUMP
(inches)
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIM UM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) (lbs. force) (psi)
2 1 5.50 6/28/95 7 84630 2990
2 2 5.50 7/19/95 28 115720 4090
2 3 5.50 7/19/95 28 116970 4140
2 4 HOLD HOLD
REMARKS
Technician: Dwayne Palmer Started' 05:30AM Stopped: 04:00PM~
CME Technician
Report Of Tests Continued On Page 3
1001 LW
Our letters ancl reports are for the exc us ve use of the cent to whom they are addressecl and shall not be reproduced except In
fu wthout the approva of the testng aboratory The use of ourname must receive our written approval. Our letters and reports
apply only to the samDle tested and/or inspecte;:f, and are not ndicative of the cluant t es of al3parently identical or similar products.
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/21/95
REPORT NO.
PAGE 3
SET NO. 3
26526
CONTRACTOR: Ro§ers 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: Mi× Number 16
DATE OF PLACEMENT: 6/21/95
TIME SAMPLED: 09: 55AM BY: Dwayne Palmer
TEMPERATURE ('F)-AIR: 84 CONCRETE: 82
TRUCK NO: 456 TICKET NO: 7011072
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building Pad: C-8.6
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) (ibs. force) (psi)
3 1 6.00 6/28/95 7 80720 2850
3 2 6.00 7/19/95 28 114720 4060
3 3 6.00 7/19/95 28 113250 4000
3 4 HOLD HOLD
REMARKS
Technician: Dwayne Palmer Started: 05:30AM Stopped: 04:00PM
CME Technician
Report Of Tests Continued On Page 4
7001 LW
Our letter5 aha reports are for the exc u5 ve use of the cent to whom they are addressed and shall not be reproduced except in
tul without the approva of the test 3g at3oratory The use of ourname must receive our written approval. Our letters and reports
apply only to the sample tested and/or inspecte;:l, and are not ind cat ye of the quantities of apparently identical or similar products.
Gulf Bearing, Inc.
CLIENT NO, 3200037
DATE OF SERVICE: 6/21/95
REPORT NO.
PAGE 4
SET NO. 4
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 inu~)
PROJECT DATA
CLASS OF CONCRETE: .Iv[ix 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 86610 3060
4 2 6.00 7/19/95 28 117570 4160
4 3 6.00 7/19/95 28 115990 4100
4 4 HOLD HOLD
REMARKS
Technician: Dwayne Palmer Started: 05.:30AM Stopped: 04:00PM
CME Technician
Report Of Tests Continued On Page 5
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
fu wthout the approva of the testng aboratory The use of ourname must receive our written approval. Our letters and reports
apply only to the sample tested and/or inspecteU, and are not indicative of the quantit es of a[~oarently dent cai or s m lar products.
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
METHOO OF TEST: ASTM C-39
ASTM C- 143
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont i hued)
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 TICKET NO: 701114
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building pad: C.5-9.8
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)
5 1 6.00 6/28/95 7 84820 3000
5 2 6,00 7/19/95 28 119050 4210
5 3 6.00 7/19/95 28 116120 4110
5 4 HOLD HOLD
REMARKS
Technician: Dwayne Palmer Started: 05:30AM Stopped: 04:00PM
CME-Technician
Report Distribution: MAXIM TECH..SOUTHWES,T, ERN LABS
(1) Gulf Bearing, Inc.
(1) Gromatzky, Dupree & Associates
(1) Brockette0 Davis, Drake
(2) Rogers O'BrJen F King Cook, P E.
(1) city of Coppe[[ ' '
10~)L.wCity of Coppe[t
Our letter5 and report5 are for the exclusive use of the client to whom they are adclressecl anti shall not be reproduced except in
full without the approval of the testing laboratory. The use of ourname must receive our written approval. Our letters and reports
al~ply only to the sample tested and/or insbected, and are not indicative of the quantities of apparently identical or similar products.