Gulf Bearing-LR 950621Huntingdon
Enginee#ng and Science for a Safer Environment
Huntingdon · Southwestern
Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222,
Telephone: (214) 631~700
FAX: (214) 92{~1891
REPORT OF
IN-PLACE DENSITY
CLIENT: Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 26358
DATE OFSERVICE: 6/16/95
AUTHORIZATION: Joe
REPORT DATE: 6/21/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Mechanical backfill
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
PROJECT DATA
MATERIALS
23937 Tannish bwn. clay sand
25363 Bwn. clay sand w/dk.bwn.
clay.
MOISTURE~ENSITYRELATIONS
OPTIMUM MAXIMUM
MOISTURe% DENSITY pd
10.5 123.5
12.5 114.5
SPECIFICATION
DENSITY: 95% Dry Density
MOISTURE: -1% to +4% opt.
TEST
NO
1.
2.
3.
4.
REPORT OF TESTS
LOCATION
8.5' W. of E. line at 11.2,
2nd lift.
8.5' W. of E. line at 11.4,
1st lift.
8.5' W. of E. line at 11.3,
3rd lift.
8.5' W. of E. line at 11.2,
4t lift.
FIELD OPTIMUM FIELD MAXIMUM
MOISTURE MOISTURE DENSITY DENSITY DENSI%Y
(%) (%) (p~, (p~ ,,~ max) ,
11.9 10.5 123.1 123.5 100
14.0 10.5 117.2 123.5 95
11.9 10.5 122.7 123.5 99
11.8 10.5 122.5 123.5 99
Report Of Tests Continued On Page 2
1007 JS
Huntingdon
Gulf Bearing, Inc. REPORT NO.
CLIENT NO. 3200037 PAGE 2
DATE OF SERVICE: 6/16/95
26358
REPORT OF TESTS (continued)
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSI'W DENSITY DENSITY
NO LOCATION (%) (%) (Pcfl (P~ (% max)
5. 8.5' W. of E. line at 10.4,
1st lift. 11.4 10.5 116.9 123.5 95
6. 8.5' W. of E. line at 11.3,
5th lift. 14.0 10.5 118.6 123.5 96
7. 8.5' W. of E. line at 10.0,
2nd lift. 13.3 10.5 118.1 123.5 96
8. 8.5' W. of E. line at 11.4,
6th lift. 14.0 10.5 117.3 123.5 95
9. 5' W. of E. line at 9.3, 1st
lift. 18.2 * 12.5 106.6 114.5 93 *
10. Retest ~9, this report. 15.9 12.5 112.8 114.5 99
11. 8.5' W. of E. line at 9.4,
2nd lift. 14.9 12.5 114.2 114.5 100
An asterisk (*) appears next to test results which
do NOT meet the project specifications as noted on page 1.
Technician: Frank Tisdale, CET Started: 12:00PM Stopped: 04:30PM
Report Distribution: HUNTINGDON.SOLITHW6&TERN LABS
(1) Gutf gearing, Inc. (1) city of coppe[[
(1) Gromatzky, Dupree & Associates (1) City of CoppeLL
(1) Brockette, Davis, Drake
(2) Rogers O'grien
(1) Southwestern Labs
s°uth"'ster"
Our letters and reports .are for the .exclusive use of_the client .to whom they are ad. dressed a.~n9 shall not .be _reproduced ex. cept Iq.
full .wffhqut the_approva! o.f ~e .tesa.n, gl~borat.ory; in9 use o.t' .ou[..na~e must recelv~...gu~ wt. r~en apl~_Oy~.. ~ lette.rs..ano recJor~.s
al3ply only to me sample ~este(~ ano/or inspec~ea, ano are not inolca/Jve of the quammes or apparermy ioefl~Cal or ~ml~r proouc~s.
Huntingdon
Engineering and Sdence for a Safer Environment
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Huntingdon · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box: 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 020-1891
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037'
REPORT NO.: 25162
DATE OF SERVICE: 5/24/95
AUTHORIZATION:
REPORT DATE: 6/21/95
SERVICES: Sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive strength specimens.
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Latttmore
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: 5/24/95
TIME SAMPLED: 03: 15PM BY: Frank Tisdale, GET
TEMPERATURE ('F)-AIR: 84 CONCRETE: 85
TRUCK NO: 570 TICKET NO: 7010104
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Piers F.7/12 and G.6/12.
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 6.00 5/31/95 7 104000 3680
1 2 6.00 6/21/95 28 134960 4770
1 3 6. O0 6/21/95 28 130930 4630
1 4 HOLD HOLD
RENU%RKS
ADDITIONAL COMMENTS.:
Technician time recorded on report number 25162.
Technician: Frank Tisdale, CET
Report Distribution: HUNTINGDON·SOUTHWE~ LABS
(1) Gulf Bearing, Inc. (1) City of CoppeLL
(1) Groeatzky, Oupree & Associates (1) City of Coflpet[ ~~'~_ _
(1) 8rockette, Davis, Drake
(2) Rogers O'Brien F. King Cook, P.E.
(1) Southwestern Labs
(1) Southwestern Labs
1001 LW
~O?. la. fi. ers..m3d reports .are. f~9r
vaxnotn me ippro~.l o.! .me;es_~n.g_K~_O,_a~_r[. _,_,i=.u..~.~[ ~..,~v. ,~',h, eamnmles of aooar~itly Iderltlcal or similar proouc~.
apply only to the sample Jested an~lor inspeGteu.
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-t891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CUENTNO,: 3200037'
REPORT NO,: 26231
DATE OF SERVICE: 6/14/95
AUTHORIZA]]ON: Joe
REPORT DATE: 6/21/95
SERVICES: Sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive strength specimens.
CONTRACTOR: Rogers O' Brten
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SP'EClFICA]]ON 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: 6/14/95
]]ME SAMPLED: 06: 30AM BY: Dwayne Palmer
TEMPERATURE ('F)-AIR: 70 CONCRETE: 82
TRUCK NO: 300 ]]CKET NO: 7010720
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building slab @ G.5-3.5.
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. ~ches) TESTED
1 1 5.00 6/21/95 7
1 2 7/12/95 28
1 3 7/12/95 28
1 4 HOLD HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYMNDERS
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (psi)
104710 3700
REMARKS
ADDmONAL COMMENTS:
Discrepancies on steel inspection report on 6/13/95 was corrected before
pour. Sampled at end of pump discharge.
Technician: Dwayne Palmer Started: 06:30AM Stopped: O2:00PM
CME Technician
Report Of Tests Continued On Page 2
1001 LW
Our letters and reports .are for t. he..exc~sive u. se of_the client .to whom they .are a.cldressed .m!d shall not .be
full ~ the approval, of tl:l.e .testt.~ ~oorat.ory,. in.e use ot .ou[na_ .m.e rnps..~ recelv~...pur .wr~en ~o,v~_.,_u~_.
apply omy to the sarnl~e testea ana/o~ ~nspec~eo, aha are not ~4cauve o~ me quarmaes or apparermy laermcm or mmda p ~ .
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/14/95
REPORT NO.
PAGE 2
SET NO. 2
26231
CONTRACTOR: Rogers O'Brten
CONCRETE SUPPLIER: Latttmore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000pst @ 28 DAYS
SLUMP: 4- 6"
AlE: N/A
METHOO OF TEST: ASTM C- 39
ASTM C- 143
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(C~tinued)
PROJECT DATA
CLASS OF CONCRETE: Mix Number 16
DATE OF PLACEMENT: 6/14/95
TIME SAMPLED: 08: 55AM BY: Dwayne Palmer
TEMPERATURE ('F) - AIR: 75 CONCRETE: 83
TRUCK NO: 572 TICKET NO: 7010732
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building slab G.l-l.5.
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH
(inches) TESTED (davs~ (lbs, force) (psi)
2 1 7.00 6/21/95 7
2 2 7/12/95 28
2 3 7/12/95 28
2 4 HOLD HOLD
82570 2920
REMARKS
ADDITIONAL COMMENTS:
Sampled at end of pump. Slump was not in specification.
Technician: Dwayne Palmer Started: 06:30AM Stopped: 02:00PM
CME Technician
Report Of Tests Continued On Page 3
1001 LW
Our letters and reports .are for the..excl.usjve u. se of.the client.to v~om they .are ad. dressed a.~nd shall
full .withqut. the approva.~ o.f ~e .tesLm. g ~p3orm.ory, ~nfi. use o! pu[na.m.e mgs.! recev%.9~,F_ _wr. _m_ep__%~_~.?~,_~,~_ ~r~r~t,,a_L~..~ucts
apply OFlly to me sempe tes~ea ana/or inspectea, ana are not Inam. mlve oTme cluammes oT apparermy ~=m~;m u mf.w I-" ·
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SER~CE: 6/14/95
REPORT NO.
PAGE 3
SET NO. 3
26231
CONTRACTOR: Rogers O' Brten
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4-6"
AlE: N/A
METHOD OF TEST: ASTM C-39
ASTM C- 143
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
PROJECT DATA
CLASS OF CONCRETE: Mix Number 16
DATE OF PLACEMENT: 6/14/95
TIME SAMPLED: 12: 40PM BY: D~ayne Palmer
TEMPERATURE ('F)-AIR: 85 CONCRETE: 86
TRUCK NO: 574 TICKET NO: 7010745
LOCATION OF PLACEMENT:
Building slab : C.5/10.9
CYLINDER
MARKED
SET NO.
3 1
3 2
3 3
3 4
MEASURED
SLUMP
(inches)
6.50
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
T~STED Cdavs) (lbs. fomei ~osi~
6/21/95 7
7/12/95 28
7/12/95 28
HOLD HOLD
83120 2940
RE[MARKS
Technician: Dwayne Palmer
CME Technician
Report Distribution:
(1) surf Bearing, Inc.
(1) 6romtzky, Oupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Brten
(1) Southuestern Labs
(1) city of Coppett
(1) city of coppett
HUNI~NGDONa~ LABS
F. King Cook, P.E.
(1) Southwestern Labs
1001 LW
Our letters and reports are for the exclusive use of_the cflent.to whom they .are a .~essed a...m:l shall not .be _rel:x.o~..uced ex:c. apt iq,
full .wtthqut the aolxovaJ of the .tsetlncl laborat.ory., ir~. use o~ ou[name mgs3 recea~..pu~ ,wr~en ap~f..oyq, l._.uuf ~uefsl.ano rr~
apply oruy to the' baml~e testeo and/Or Inspecteo, arm are not Inc~caflve ol me quammes o! aploarermy Iclel~lCal or ~lm i~, pr .