Gulf Bearing-LR 950616HuntingdOn
Engineering and Science for a Safer Environment
Hunt,,,gdon ·Southwestem 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
SERVICES:
CUENT NO.: 3200037
REPORT NO.: 24920
DATE OF SERVICE: 5/19/95
AUTHORIZATION:
REPORT DATE: 6/16/95
Sample concrete at location of placement, perform required f£eld tests,
prepare and test concrete compressive strength s~ecimens.
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000ps£ @ 28 DAYS
SLUMP: 4-6'
AIR: N/A
METHOD OF TEST: ASTM C-39
ASTM C-143
PROJECT DATA
CLASS OF CONCRETE:
DATE OF PLACEMENT:
TIME SAMPLED: 12;22PH
TEMPERATURE (*F) - AIR: 69
TRUCK NO: 569
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Pier f A/2.5
Mix Number (16) 5 Sk. W/R
5/19/95
BY: Johnny Andrews
CONCRETE: 75
TICKET NO: 7009915
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) (osi}
i I 5.00 5/26/95 7 91330 3230
I 2 5. O0 5/26/95 7 89780 3170
I 3 5.00 6/16/95 28 110920 3920
i 4 5.00 6/16/95 28 117260 4150
RI~MARKS
ADDITIONAL COMMENTS:
Technician time recorded on report number 24898.
Technician: Johnny Andrews
HUNTINGDON aSOUTHWE LABS
Report Distribution:
(1) Gutf Bearing, Inc. (1) City of Coppett
(1) Gromatzky, Dupree & Associates (1) City of CoppeL[
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. King Cook, P.E.
(1) Southwestern Labs
1 o~ll)LwSOUthwestern Labs
ow ~,,...~ ,--... ,~ ~- ..~d .~.v. -- ~ ,_he d~_:.
full without the ~txov~d of the te~t~g .laoo~ato~y. the uee OT.O~.. ?? m..u?, ,,~v.,._.v~ _,~ ____._--~,~.2 ~.--~ -- ~.~ ~r~.
I~ply oflly tO the I1~1~1 tek'ecl l(Id/cf ifll~lctlc~, itld II'e riot IIl(llCltJvl O!
Huntingdon
Engineering and Science for a Safer Environment
Huntingdon · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texa~ 75222
Telephone: (214) 631-2700
FAX: (214} 520-1891
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.: 25058
DATE OF SERVICE: 5/22/95
AUTHORIZATION: ongoing
REPORT DATE: 6/19/95
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: 391
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:
DATE OF PLACEMENT:
TIME SAMPLED: 01:47PM
TEMPERATURE (°F) - AIR: 83
TRUCK NO: 39!
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Piers F/18 a~ld G/10.
Mix Number 16
5/22/95
BY: Frank Tisdale, CET
CONCRETE: 83
TICKET NO: 7009985
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AG E LOAD STRENGTH
SET NO. {inches) TESTED {days) (lbs. force) (Psi)
1 i 5.00 5/29/95 7 93190 3300
1 2 5.00 6/19/95 28 124870 4420
I 3 5.00 6/19/95 28 118700 4200
I 4 HOLD HOLD
REMARKS
ADDITIONAL COMMENTS:
Technician time recorded on report number 25057.
Technician: Frank Tisdale, CET
Report Distribution: HUNTINGDON~RN LABS
(1) GuLf Bearing, Inc. (1) City of Coppett
(1) Gr~aatzky, Dupree & Associates (1) City of Coppe[t
(1) Brockette, Davis, Drake
Ca) Rogers O'Sriefl
(1) Southuestern Labs
1 o~ll)LwSOUthwest ern Labs
Our lette~l arid reportl ~e fo~ the oxcl.-avo ule of the (die~t to whom they ~O IK~. rdleled ~ ~ not be
full withou~ the iOIXovll of the telting !lbdxotofy. The ule of.o?, n~. mult roc~¥l. ~ written Iplxo.vid.
ii)ply o~1¥ to the $lmplo leered ~ld/ef inlpected, end i'e riot kldlc~tlve of the qulnt~cml of I(N~lrel'aly idlfttl¢id o~' Ilmilll' IWOClUCm.
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
Gulf Bearing
Coppell, Texas
CLIENT NO.: 320003~/
REPORT NO.: 25107
DATE OF SERVICE: 5/23/95
AUTHORIZATION:
REPORT DATE: 6/20/95
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: 300013si @ 28 DAYS
SLUMP: 4-6"
A~R: N/A
METHOD OF TEST: ASTM C-39
ASTM C-143
PROJECT DATA
CLASS OF CONCRETE:
DATE OF PLACEMENT:
TIME SAMPLED: 01=37PM
TEMPERATURE (°F) - AIR: 84
TRUCK NO: 280
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Piers A/9.5 and A/lO.
Mix Number 16
5/23/95
BY: Frank Tisdale, CET
CONCRETE: 84
TICKET NO: 7010043
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) (osi)
I I 5.50 5/30/95 7 95580 3380
1 2 5 . 50 6/20/95 28 125550 4440
1 3 5.50 6/20/95 28 123500 4370
i 4 HOLD HOLD
REMARKS
ADDITIONAL COMMENTS:
Technician time recorded on report number 25106.
Technician: Frank Tisdale, CET
Report Distribution: HUNTINGDO~TERN LABS
(1) Gutf Bearing, lnc, (1) City of Coppett
(1) Groeatzky, Oupree & Associates (1) City of Coppett
(1) Brockette, Oavis, Orake
(2) Rogers 0'Brien
(1) Southwestern Labs
(1) Southwestern Labs
1001 LW
Ou~ lettem end rel=~tl ~e fe~ the exclusive uae ef the client te whom they .~e Id~l. ~e~ed and ebell n~t be re~' .ed~. I~t~ in
full without the ~plxev4d of the te~t ne !ab~'ltm'y. The ule el e?. na~e. Nt riP, Iv? .our Wfittift
Ip~y only to the lamp~4 relied iflcl/o~ .-4pected, end ~'e not ~tdlC:ltlV! of the ill, Jill( ~ Of
Huntingdon
Engineering and Sdence for a Safer Environment
REPORT OF
SOIL-LIME MIXTURE PULVERIZATION
Hunt,~gdon a Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas. Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 26167
DATE OF SERVICE: 6/12/95
AUTHORIZATION: Ongoing
REPORT DATE: 6/20/95
SERVICES: sample lime treated subgrade soil from construction area and test for
degree of pulverization.
CONTRACTOR: Rogers O'Brien
TEST LOCATION: North parking area
TEST METHOD: SDHPT Item 260
PROJECT DATA
SPECIFICATION REQUIREMENTS:
MINIMUM PERCENT PASSING 1-3/4- SIEVE: 100.0%
MINIMUM PERCENT PASSING il~4 SIEVE: 60.0%
REPORT OF TESTS
TEST
NO
1.
2.
~-OCATION
PASSING 1-3/4" PASSING ~4
SIEVE (%) SIEVE (%!
115' North, 45' east of northwest
building corner.
100 65
115' north, 150' east of northwest
building corner.
100 63
Test results on this report meet project
specifications as noted above.
Sample(s) were tested in the as sampled moisture condition.
ADDITIONALCOMMENTS:
Technician time recorded on report number 26156.
Technician: Frank Tisdale, CET
Report Distribution: HUNTINGDO~E.J~N LABS
(1) Gu[f Bearing, ]nc. (1) City of CoppeLL
(1) Gromatzky, Dupree & Associates (1) City of Coppe[[
(1) Brockette, Davis, Drake
(2) Rogers O'grien
(1) Southwestern Labs ~ ~
(1) Southwestern Labs
101~ LW
Out le. ttor~ a~d raporta Ire for the e.xclu~ive u~ of the client te whom they Ire ~ddreeeed and d/tall not be rapteduced ex~l~ in
full w~th~ ~he e4~lxovN ~f the teetmg !aboratory. The u~ of.o?, name m~t receive our writte~ el~'eyal. Out lettem and
apply or~y to the ~ample te~teel end/or respected, ~ ate no~ i~dlcative o! the quantitie~ of appore~tJy identical or eimilat