Gulf Bearing-LR 951002TECHNOLOGIES INC
,.taxim Tech.. Southwestern Labs
2575 Lone Star Dr, · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
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.: 31794A
DATE OF SERVICE: 10/06/95
AUTHORIZATION:
REPORT DATE: 10/17/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: 7' Wide inside
perimter @ the N.
end of bldg.
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: AST~ D3017
PROJECT DATA
MATERIALS
29953-Tannish red clayey sand
SPECIFICATION
DENSITY: 95% + DRY DENSITY
MOISTURE/DENSITY RELATIONS
OPTIMUM MAXIMUM
MOISTURE % DENSITY pcf
9.5 126.0
MOISTURE: -1 to +4~ opt moist
REPORT OF TESTS
FIELD OPTIMUM
TEST MOISTURE MOISTURE
NO LOCATION (%) (%)
1. Grid Lines G & 12, 3rd lift 9.3 9.5
2. Grid Lines E & 12, 3rd lift 9.5 9.5
3. Grid Lines C & 12, 3rd lift 9.6 9.5
FIELD MAXIMUM
DENSITY DENSITY DENSITY
(P~ (P~ (% m~)
120.5 126.0 96
121.3 126.0 96
120.8 126.0 96
Test results on this report meet project
specifications as noted above.
Technician: Francisco Calvillo
Technician
Started: 04:30PM Stopped: 06:00PM
Report Distribution: MAXIM TECH.e~ou'rHWESTERN LABS
(1) Gulf Bearing, inc. ~
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Brien
F.
King
Cook,
P.E.
(1) City of CoppeLl. .~'o./
(1) City of Coppe[[
10o7 LW
Our letters and reports are for the excl.us, ive use ofthe client .to whom they .are ad. dressed a.n.d shall not .be _repr, o.d. uced ex. cept in.
~11 without the approve of the testing iai)oratory; I n,e use o! pu.r, na~le re.us.! recetve~,our _wr~ r~en ap_p.,r, ov,~al._.,_u~_,r ~)ert~e[mSilaa?a_rroedPuOc~
apply only to the sample tested aha/or inspectea, ano are no[ inolcatlve o! [ne quart[tees OT apparermy IQer/[iC~l o s m a p .
TECHNOLOGIES INC
,~laxim Tech.-Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
IN-PLACE DENSITY
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 GLIENT NO.: 3200037
REPORT NO.: 31790
PROOECT: Gulf Bearing DATE OF SERVICE: 10/06/95
Coppell, Texas AUTHORIZATION:
REPORT DATE: 10/18/95
SERVICES:
Perform in-place density and moisture content tests to determine the degree
of field compaction.
PROJECT DATA
CONTRACTOR: Rogers O'Brien OPTIMUM MAXIMUM
MATERIALS MOISTURE % DENSITY pcf
TEST OF: 7' wide perimeter 29953-Tannish red clayey sand 9.5 126.0
inside bldg. north w/gravel
end
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
MOISTURE/DENSITY RELATIONS
SPECIFICATION
DENSITY: 95% + DRY DENSITY
MOISTURE: -1 to +4% opt moist
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%) (%) (Pc~ (P~ (% mm)
1. Grid Lines C & 12
first lift 10.1 9.5 120.7 126.0 96
2. Grid Lines D & 12
second lift 9.9 9.5 121.2 126.0 96
3. Grid Lines E & 12
second lift 10.5 9.5 120.3 126.0 95
4. Grid Lines H & 12
first lift 9.0 9.5 120.6 126.0 96
Test results on this report meet project
specifications as noted above.
Technician: Francisco Calvillo
Technician
Started: 09:30AM Stopped: ll:30AM
Report Distribution: MAXIM TECH.e~OUTHWESTERN LABS
(1) GuLf Bearing, inc. ~ ~
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Brien
F.
King
Cook,
P.E.
(1) city of Coppell ,~.~
(1) City of Coppell
1007 LW
Our letters and reports .are for t. he..excl,us, ive .use ofthe client ~to wh_o_rn_th_e.y_.ar.e_~a~.d._re_s.s,.ed.._a..n.~..sh~a, ll...n..o,}~e ~r~dtt~Crsedanec~C~ePDtoi~s
full w~thout the approval of the_zeszl,n,g 1~3ora~.ory; irl. e us_e__o[ p_u~n_a_.m,.?_ m_~u~.[~[Vr~lt~.u~ ~"~r~i~nti~i ~'~".~lmilar mroSucts
apply only to the sample testea ama/or inspec[ea, ana are .ut ~.u,~auv~ u. ~.~ .. ............ ~ ...... ~ ......... -
TECHNOLOGIES INC
..,axim Tech.- Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Taephone: (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
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
SERVICES:
CLIENT NO.: 3200037
REPORT NO.: 31479
DATE OF SERVICE: 10/02/95
AUTHORIZATION: ongoing
REPORT DATE: 10/10/95
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: N/A
AIR: N/A
METHOD OF TEST: ASTM C-39
ASTM C- 143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 16
DATE OF PLACEMENT: 10/02/95
TIME SAMPLED: 09:30AM BY: Jason B. Allen
TEMPERATURE ('F)-AIR: 80 CONCRETE: 82
TRUCK NO: 572 TICKET NO: 0714429
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Slab, 75' east O' to 4' north of southwest
corner
CYLINDER
MARKED
SET NO.
1 1
1 2
1 3
1 4
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE DIAMETER AREA LOAD STRENGTH
(inches) TESTED (days) (in.) (sq.in.) (lbs. force) (psi)
5.00 10/09/95 7 6.00 28.27 90460 3200
5. O0 10/09/95 7 6.00 28.27 87140 3080
10/30/95 28
10/30/95 28
REMARKS
Technician: Jason B. Allen Started: 08:30AM Stopped: iO:30AM
Technician
Report Distribution: MAXIM TECH.eSOUTHWESTERN LABS
(1) GuLf Bearing, Inc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Brien ~Z~-F. Kirfg Cook, P.E.
(1) City of Copper[
(1) City of Coppe[[
1001 LW
Our letters and reports are for the exc usive use of the client to whom they are addressed and slqall not be reproduced except in
fu .without the approval of the .testJpg aboratpry: Th,e use o!' pu,r. na.m. e m.us..t receive....our wt. itten ap[q.roya, l._puC lette,rs..and rep. o~s
apply only to the sample teste(3 ana/or inspeczea, ano are not in(3~ca[~ve oT :ne quanzit~es oT apparen[~y oentlcal or $~m.ar proouczs.