Gulf Bearing-LR 950602Huntingdon
Enginee#ng 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
CUENT NO.: 3200037
REPORT NO.: 25209
DATE OF SERVICE: 5/26/95
AUTHORIZATION: Ongoing
REPORT DATE: 6/02/95
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: 7
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: 5/26/95
TIME SAMPLED: N/A BY: Thomas Belew
TEMPERATURE (°F) - AIR: 78 CONCRETE: 86
TRUCK NO: 280 TICKET NO: 7010143
AIR CONTENT(%):
LOCATION OF PLACEMENT:
Belled piers: H/7.8, H/8.3.
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 5 X 12 CYUNDERS
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (DsO
1 1 5.00 6/02/95 7 85390 3020
i 2 5.00 6/02/95 7 87880 3110
i 3 6/23/95 28
1 4 6/23/95 28
REMARKS
ADDITIONAL COMMENTS:
Technician time recorded on report number 25208.
Technician: Thomas Belew
CM~ Technician
Report Distribution: HUNTINGDON~SOUTHWEST~RN LABS
(1) Gu[f Bearing, [nc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Srien F. King Cook, P.E.
(1) Southwestern Labs
lo~l~)LwSouthwest ern Labs
Our letterl end report= ate for the exclumvo ule of the client to whom they ate ad,re.ed arid. Ihlll n~t be re.~k~esd exesflt in
fu~l without the ipprov,d of the te~ting laboratory. The uss of o?. ne~e. must rec~v~ .our wnttefl N)l~O.Vat..uur. lett~.land ~
app y orfly to the slrnlole tested end/or inlpected, I~d ore not im:hcltwe of the ClUl~tltle~ of if)patently iderltlc41 or Ilml or pi' uctl,
Huntingdon
Engineering and Science for a Safer Environment
Huntingdon · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-27OO
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.: 25209
DATE OF SERVICE: 5/26/95
AUTHORIZATION: Ongoing
REPORT DATE: 6/02/95
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: 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: 5/26/95
TIME SAMPLED: N/A BY: Thomas Belew
TEMPERATURE (°F} - AIR: 78 CONCRETE: 86
TRUCK NO: 280 TICKET NO: 703.0143
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Belled piers: H/7.8, H/8.3.
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 5.00 6/02/95 7 85390 3020
! 2 5 . 00 6/02/95 7 87880 313.0
1 3 6/23/95 28
1 4 6/23/95 28
REMARKS
ADDITIONAL COMMENTS:
Technician time recorded on report number 25208.
Technician: Thomas Belew
CME Technician
Report Distribution: (1) Gulf Bearing, Inc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, 0avis, Drake
(2) Rogers OtBrJen
(1) Southwestern Labs
C1) city of CoppeL[
(1) City of Coppett
HUNTINGDON~BS
F. King Cook,
(1) Southwestern Labs
1001 LW
~pty o~y to t~ s~ple t~ ~/u im~ct~. ~ ~e ~t i~icRve d t~ qu~tit~ M ~p~tly ~icd ~ fimil~