Gulf Bearing-LR 950707Huntingdon
Enginee#ng and Science for a Safer Environment
Huntingdon · Southwestern Laboratorlea
2575 Lone S~ar Dr. · P,¢3. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
REINFORCING STEEL INSPECTION
CUENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 26984
DATE OF SERVICE: 7/03/95
AUTHORIZATION: Joe
REPORT DATE: 7/07/95
SERVICES: Reinforcing steel tnspeciton.
REPORT OF TESTS
On this date, reinforcing steel was observed for proper size, placement and
alignment prior to concrete placement. The results of this inspection are
attached and were furnished to the contractor at the time of inspection.
Time: 5:30 am to 6:30 am
Technician: Arthur Etherly III, CET
Report Distribution: HUNTINGDON,SO~WEE~BRN LABS
(1) Gulf Bearing, [nc, (1) City of Coppe[[
(1) Gro~atzky, Dupree & Associates (1) City of Coppell
(1) Brockette, Davis, Drake
(2) Rogers O'Brien
. oo, ..
(1) Southwestern Labs
10~19)jsSouthwestern Labs
Our etters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in
~ul ~hout the approval of the testing laboratory,. The use o
apply only to the ample tested and/or mspecteo, ano are nol
~,~
~OUTHUqlESTERN LAr---iRATORIEES
Materials, environmental and geotechnical engineering, nondestructive, metallurgical and analytical services
2575 Lone Star Drive · P.O. Box 224227, DaLlas, Texas 75222 · 214/631-2700
REPORT OF
RETNFORCTNG STEEL TNSPECTTON
Client No.: ~OOO~-7
Report No.: ~~
Date of Service:
Page / of
SERVICE: Perform reinforcing steel inspection as detailed below.
INSPECTION RESULTS
Location and Items Inspected:
ITEMS INSPECTED: CORRECT INCORRECT ITEMS INSPECTED: CORRECT INCORRECT!ITEMS INSPECTED: CORRECT INCORRECT
Placing Drawings Bar Length Column Ties Properly
Approved ~--- and Shape ~-- Tied and Spaced /%/
Bar Size ~--- Proper Bar Placement ---- iStirrup Spacing/Type
Bar Grade ~.- Properly Tied ----- iWelded Splices
Rebar Clean ~--- Dowel Bars in Place ~- Mechanical Splices
Form Clean ~-- Proper Bar Supports ---- Proper Cover ~__
No. of Bars ~.w Lapped Splices
Discrepancies/Comments:
132
s m}o oRzES,
~hs~ Signature
INC ·
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
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.: 26806
Gulf Bearing DATE OF SERVICE: 6/28/95
Coppell, Texas AUTHORIZATION: Joe
REPORT OATE: 7/05/95
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: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4- 6"
A~R: 4-6%
METHOD OF TEST: ASTM C-39
ASTM C- 143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DATE OF PLACEMENT: 6/28/95
TIME SAMPLED: 06: 15AM BY: Dwayne Palmer
TEMPERATURE ('F) - AIR: 76 CONCRETE: 82
TRUCK NO: 391 TICKET NO: 7011~,33
AIR CONTENT(%): 3,5
LOCATION OF PLACEMENT:
Left turn lane on (paving) Royal Lane: 20'
north and 3' west off south edge of new
paving.
CYLINDER MEASURED
MAR KED SLUM P DATE AGE
SET NO, (inches) TESTED (days)
1 1 4. OO 7/05/95 7
1 2 7/26/95 28
1 3 7/26/95 28
1 4 HOLD HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs, force) (psi)
93840 3320
REMARKS
Technician: Dway~_e Palmer Started: 05:00AM Stopped: ll:00AM
CME Technician
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 and shall not be reproduced except in
full without the approval of the test ng aboratory The use of our. name m,us,t receive._.our wr, itten app.ro.v~.l. _Ou,r letters ,and reo~o_rt, s
aoply only to the sampte tested and/or inspecte~l, and are not no cative ot the quantifies oT apparently ~oenttcal or s m tar proaucts.
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OFSERVICE: 6/28/95
REPORT NO.
PAGE 2
SET NO. 2
26806
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4- 6"
AIR: 4-6%
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: 6/28/95
TIME SAMPLED: 10: O0,~J~ BY: D~ayne Palmer
TEMPERATURE ('F)-AIR: 84 CONCRETE: 88
TRUCK NO: 300 TICKET NO: 7011449
AIR CONTENT(%): 5.5
LOCATION OF PLACEMENT:
Paving: approach east entrance off Bethel Rd.
25' north and 15' west off southeast corner
of approach.
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)
2 i 6.50 7/05/95 7
2 2 7/26/95 28
2 3 7/26/95 28
· 2 4 HOLD HOLD
74600 2640
REMARKS
Technician: Dway~_e Palmer Started: 05:00AM Stopped: ll:00AM
CME Technician
Report Distribution: HUNTINGDON~OU~W6&TERN LABS
(1) GuLf Bearing, Inc. (1) City of CoppeLL
(1) Gromatzky, Dupree & Associates (1) City of Copper[
(1) Brockette, Davis, Drake
(2) Rogers O,grien F King Cook, P E
(1) Southwestern Labs ' ' '
10~ )LwSOUthwestern Labs
Our letters and reports are for the exc us ye use of the client to whom they are addressed and shall not be reproduced except in
full without the approva of the test ng aboratory The use of ourname must receive our written approval. Our letters ,and rep, orts
al3Dly only to the sample tested and/or inspecte~l, and are not indicative of the quantities of apparently identical or similar prooucts.
Huntingdon
Engineering and Sdence 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
CUENT:
PROJECT:
SERVICES:
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 25929
DATE OF SERVICE: 6/06/95
AUTHORIZATION: Ongoing
REPORT DATE: 7/04/95
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: 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: 6/06/95
TIME SAMPLED: 09: 05AM BY: Frank Tisdale,
TEMPERATURE ('F) - AIR: 79 CONCRETE: 81
TRUCK NO: 391 ~CKET NO: 7010454
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Piers H.3/7.2, H.2/8.8, and A.6/11.9.
GET
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) (psl~
1 1 ' 5.50 6/13/95 7 96020 3400
1 2 5.50 7/04/95 28 124480 4400
1 3 5.50 7/04/95 28 128800 4550
1 4 HOLD HOLD
REMARKS
ADDITIONAL COMMENTS:
Technician time recorded on report number 25928.
Technician: Frank Tisdale, GET
Report Distribution: HUNTING~S
(1) GuLf Bearing, Inc. (1) City of Coppett
(1) Gromatzky, Dupree & Associates (1) City of CoppeLt
(1) Brockette, Davis, 0rake
(2) Rogers O'Brien
(1) Southwestern Labs '
,0~I )LwSdUth,estern Labs
Our letters and reports are for the exclusive use of the clent to whom they are addressed and shall not be reproduced except in
full w~thout the approva of the testing laboratory. The uee of Qurnag~e m,us.t receive,.our wr, ~tten ao~.roya. I...Ou.r lette[s.and rep~o~s
al~l~ly only to the saml31e tested and/or insl~ecte~l, and are not itld catlve o! the quantmes oT apparenlly ioentlcal or similar proouc s.
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 CLIENT NO.: 3200037
REPORT NO.: 26932
PROJECT: Gulf Bearing DATE OF SERVICE: 6/30/95
Coppell, Texas AUTHORIZA~ON: Joe
REPORT DATE: 7/07/95
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: 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: 6/30/95
TIME SAMPLED: 08: 20AM BY: Dwayne Palmer
TEMPERATURE ('F) - AIR: 95 CONCRETE: 84
TRUCK NO: 453 ~CKET NO: 6018913
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building slab 7.4-F.4
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (days)
1 1 6.00 7/07/95 7
1 2 7/28/95 28
1 3 7/28/95 28
1 4 HOLD HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (psi)
93440 3300
REMARKS
ADDITIONAL COMMENTS:
Technician time recorded on report number 26919.
Technician: DwayD_e Palmer Started: 05:30AM Stopped: 12:30PM
CME Technician
Report Distribution: HUNTINGDON*SOUTHWESTERN LABS
(1) Gu[f Bearing, Inc. (1) City of Cof:~e[[ --- --_-~,~/
(1) Gromatzky, Dupree & Associates (1) City of Coppe[[
(1) Brockette, Davis, Drake
(2) Rogers O'Brien
(1) Southwestern Labs
(1) Southwestern Labs
1001 LW
Our letters and reports are for the exclusive use of the client.to whom they are ad. dressed ~.n.d shall not i.be .[rerOrlOed~U_,,cred ~x~CreeP~toi~s
full without the approval of the testing aboratory. The use OT purname m.ust rece ve..pur wr. ~xen app.rov, a...~J, e[[e. s .a o p. _
apply only to the sample tested and/or inspecte~l, and are not indicative o* the quantme5 o* apparently ioen[~ca or s miar proouc~s.
Huntingdon
Enoineering and Science for a Safer Environment
Huntingdon · Southwestern Laboratories
2575 {.one 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 CUENT NO.: 3200037
8EPORT NO.: 26919
PROJECT: Gulf Bearing DATE OF SERWCE: 6/30/95
Coppell, Texas AUTHOR~A~ON: Joe
REPORT DATE: 7/07/95
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: 4- 6"
AiR: 4- 6%
METHOD OF TEST: ASTM C-39
ASTM C- 143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DATE OF PLACEMENT: 6/30/95
TIME SAMPLED: 06: 35AM BY: Dwayne Palmer
TEMPERATURE ('F)- AIR: 70 CONCRETE: 84
TRUCK NO: 452 TICKET NO: 6018904
AIR CONTENT(%): 4.8
LOCATION OF PLACEMENT:
Paving: east parking lot far east lane @ about
10' west column line 8.0.
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (days)
1 1 5.50 7/07/95 7
1 2 7/28/95 28
1 3 7/28/95 28
1 4 HOLD HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (ps0
91520 3240
REMARKS
Technician: DwayE_e Palmer Started: 05:30AM Stopped: 12:30PM
CME Technician
Report Of Tests Continued On Page 2
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
ful without the approva of the testing laboratory The use of ournarne must receive our wt. ftten aPProval..,Our letters and reports
apply only to the sample tested and/or nspecteU, and are not ndicattve otthe quantities OT apparently idermcal or similar prooucts.
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/30/95
REPORT NO.
PAGE 2
SET NO. 2
26919
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 6
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4 - 6"
AIR: 4-6%
METHOD OF TEST: ASTM C-39
ASTM C- 143
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
PROJECT DATA
CLAM~ OF CONCRETE: Mix Number 38
DATE OF PLACEMENT: 6/30/95
TIME SAMPLED: 11: lOAM BY: Dwayne Palmer
TEMPERATURE ('F)- AIR: 80 CONCRETE: 88
TRUCK NO: 173 TICKET NO: 6018924
AIR CONTENT(%): 5.2
LOCATION OF PLACEMENT:
Paving: east parking about 40' west on
Line ~/9.
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH
(inches) TESTED (days) (lbs, force) {psi3
2 1 6.50 7/07/95 7
2 2 7/28/95 28
2 3 7/28/95 28
2 4 HOLD HOLD
82930 2930
REMARKS
Technician: Dwayn_e Palmer Started: 05:30AM Stopped: 12:30PM
CME Technician
Report Distribution: HUNTING~N LABS
(1) Gutf Bearing, Inc. (1) City of Coppett
(1) Gromatzky, Dupree & Associates (1) City of Coppe[t
(1) Brockette, Davis, Drake
(2) Rogers O'Srien
(1) Southwestern Labs '
(1) Southwestern Labs
1001 LW
Our lepers and repo~s are for the exclusive use of the clle~ to whom ~ey are addressed and shall not be reproduced except in
~11 w~ho~ the approval of the testinq aboratory T~e use of ourname m~s~ rece~ve,.gur wt. ~en ap~royql._,Ou[ le~eys.~nd re~o~
apply only to the sample tested and/Or inspe~ed, and are not nd cat ve cT tne ~uantmes ct apparem~y ~oem~ca~ or s~m,ar prouucts.