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Gulf Bearing-LR 951116TECHNOLOGIES INC Maxim Tech.. Southwestern Labs 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 REPORT OF CONCRETE COMPRESSIVE STRENGTH SERVICES: CLIENT NO.: 3200037 REPORT NO.: 33389 DATE OF SERVICE: 11/08/95 AUTHORIZA'r]ON: Ongoing REPORT DATE: 11/16/95 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: 5" max. AIR: N/A METHOD OF TEST: ASTM C-39 ASTM C- 143 PROJECT DATA CLASS OF CONCRETE: Mix Number 38 DATE OF PLACEMENT: 11/08/95 TIME SAMPLED: ll:05AM BY: Jay Canafax, CET TEMPERATURE ('F) - AiR: 63 CONCRETE: 66 TRUCK NO: 315 TICKET NO: 7015767 AIR CONTENT(%): 4.8 LOCATION OF PLACEMENT: Paving- approach @ southwest corner of project CYLINDER MEASURED MARKED SLUMP DATE AGE SET NO. (inches) TESTED (days) 1 1 5.25 11/15/95 7 1 2 12/06/95 28 1 3 12/06/95 28 1 4 HOLD HOLD REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS MAXIMUM COMPRESSIVE DIAMETER AREA LOAD STRENGTH (in.) (sq.in.) (lbs. force) (psi) 6.00 28.27 91280 3230 REMARKS ADDITIONAL COMMENTS: Note: 45 minute standby time for concrete to arrive Technician: Jay Canafax, CET Started: 10:00AM Stopped: 12:30PM Report Distribution: MAXIM TECH.,SOUTHW! LABS (1) C, ulf Bearing, [nc. (1) Gromatzky, Oupree & Associates (1) Brockette, Oavis, Brake (;~) Rogers O'Brien F. King Cook, P.E. (1) City of Copper/ (1) City of Coppe[[ 10Ol LW Our etters and reDorts are for the exclusive use of the client to whom they are addressed and shall not be reDroduced except In full without the approval of the .testl.n.g I~boratpry.. The use of..ou~r, na_~e m.us~[_re_c.e.i_v~e~,o_u_r _wr, ~_e_n_.a~p~,r..oy~a~..,~O~.,r Ioerttes[Smil~?d. rr~j~ss apply only to the sample teste- an(3/or inspec~ea, ano are no[ inolcatlve o[ [.~ qu~;~u[l== u~ ~t.~p~.=,,u~ ,u=,,~,~, ~ = ~ · TECHNOLOGIES INC Maxim 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 CMENT: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 PROJECT: Gulf Bearing Coppell, Texas CLIENT NO.: 3200037 REPORT NO.: 33571 DATE OF SERVICE: 11/13/95 AUTHORIZATION: REPORT DATE: 11/16/95 SERVICES: Perform in-place density and moisture content tests to determine the degree of field compaction. CONTRACTOR: Rogers O'Brien TEST OF: General fill PROJECT DATA MATERIALS Dark brown clay tan sand clay (lime treated) MOISTURE/DENSITYRE~TIONS OPTIMUM MAXIMUM MOISTURE % DENSITY pcf 24.5 93.0 METHOD OF TEST: DENSITY: ASTM D2922 MOISTURE: ASTM D3017 SPECIFICATION DENSITY: 95% Dry Density MOISTURE: Opt. + REPORT OF TESTS FIELD OPTIMUM TEST MOISTURE MOISTURE NO LOCATION (%) (%) Landscap~ at west side of bldg center oI bldg. Landscape at west side of bldg at the north corner. FIELD MAXIMUM DENSITY DENSITY DENSITY (Pct") (Pc0 (% max) 25.0 24.5 90.9 93.0 98 26.4 24.5 90.6 93.0 97 Test results on this report meet project specifications as noted above. Technician: Paul D. Butler Started: 12:00PM Stopped: 01:30PM C.E.T. Report Distribution: MAXIM TECH.eSOUTHWEST~aR~I. (1) Gulf Bearfng, Inc. (1) Gromatzky, Oupree & Associates (1) Brockette, Davis, Drake ~'"~ ~' ~' (2) Rogers O'Brien F. King Cook, P.E. (1) city of coppel, l. ,0 ,)j city co..tt Our etters and reports are for the exclusive use of the client .to wflom they are addressed and siqall not be reproduced except in fu without the approval of the testing I~.boratory.. The use o! ,qu~,m~__~e m_ps.t..[e_c.e, iv.~e.,o_u_r ~r~araePn~t[2~'~nflOc~[ IoerttseirmSillrn~,,[~c~uOc~ apply only to the sample tested and/or Inspectea, eno are no[ InDicative Ol t[lr~ qU~llUuc:~ u al~l-~ y ~ LABS TECHNOLOGIES INC Maxim 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.: 33271 DATE OFSERVIOE:ll/06/95 AUTHORIZATION: ongoing REPORT DATE: 11/16/95 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 TESTOF: General fill 26121 Dk.bwn.clay tan sand clay L.T. 24.5 93.0 Rame fill 24438 DA. grayish brown clay 23.5 96.0 MOISTURE/DENSITY RELATIONS METHOD OF TEST: DENSITY: ASTM D2922 MOISTURE: ASTM D3017 SPECIFICATION DENSITY: 95% Dry Density MOISTURE: Opt. + REPORT OF TESTS FIELD OPTIMUM FIELD MAXIMUM TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY NO LOCATION (%) (%) (Pcf) (Pct) (% max) W. side of bldg., E. of fire- lane landscape subgrade, 75'N. of S.W. corner. 27.4 24.5 90.7 93.0 98 2. W. side of bldg., E. of fire- lane landscape subgrade, 250' N. of S.W. corner. 25.4 24.5 88.6 93.0 95 3. N. ramp, W. end -1 1/2" below grade. 24.0 23.5 92.3 96.0 96 4. N. ramp, W. end, 1/2" below grade. 24.5 23.5 92.1 96.0 96 Test results on this report meet project specifications as noted above. Technician: Paul D. Butler Started: ll:30AM C.E.T. Stopped:' 01:00PM Report Distribution: MAXIM TECH.eSOUTHWE~ERN LABS (1) Gutf Bearing, Inc. (1) Gromatzky, Oupree & Associates (1) Brockette, Davis, Drake (2) Rogers O'Brien m. King Cook p. (1) city of coppe[[ ' 1o~17)jsCity of coppett Our letters and reports are for the excl.us~lve u. se ofthe client.to whom they .are agctressed _an~d_ full without the approval of the testing ~oorazory.. ~n.e use oT pu~r. na?.e m_~us.i_re_c.e.[v~e~u_r _wr, ~_e_n..a~_p[.o¥~u~.+~u~,r L~)~.=~,~ ,~,;u~ apply only to the sample tested and/or tnspecte<~, and are not inglcatlve u/ u~= qutuluu==a u/ ~ldpt~/=~my ~U=HU~m ~, o,,,,,~, ~, . TECHNOLOGIES INC Maxim Tach. · Southwestern Labs 2575 Lone Star Dr. · P.O. Box 224227 Dallas. Texas 75222 Telephone: (214) 631-2700 FAX: (214) 920-15§1 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.: 33328A DATE OF SERVICE: 11/07/95 AUTHORIZATION: REPORT DATE: 11/16/95 SERVICES: Perform in-place density and moisture content tests to determine the degree of field compaction. CONTRACTOR: Rogers O'Brien TEST OF: Ramp backfill Perimeter building backfill METHOD OF TEST: DENSFFY: ASTM D2922 MOISTURE: ASTM D3017 PROJECT DATA MOISTURE/DENSITY RELATIONS OPTIMUM MAXIMUM MATERIALS MOISTURE % DENSITY pcf 23525 Dark brown clay 21.5 99.0 26121 Dark brown clay with tan 24.5 .93.0 sandy clay lime treated. SPECIFICATION DENSITY: 95% Dry Density MOISTURE: 0 to +5% opt, REPORT OF TESTS FIELD OFTIMUM FIELD MAXIMUM TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY NO LOCATION (%) (%) (p~ (P~ (% m~) 1. Ramp, 1~' E. of H line at 9.2 line, 8 below subgrade. 17.8 * 21.5 90.3 99.0 91 2. Sidewalk, 2.5f W. of A line at 2.6, final lift. 25.9 24.5 92.4 93.0 99 3. Sidewalk, 2.5' W. of A line at 4.5, final lift. 27.2 24.5 82.3 93.0 88 4. Sidewalk, 2.0' W. of A line at 6.0, final lift. 26.6 24.5 91.8 93.0 99 An asterisk (*) appears next to test results which do NOT meet the project specifications as noted above. Technician: Frank Tisdale, CRT Started: 09:30AM Stopped: ll:30AM Report Distribution: MAXIM TECH.eSOU~WE.~TEJ~N LABS (1) C,u[f Bearing, [nc. (1) Gro~atzky, Dupree & Associates (1) Brockette, Oavis, Drake ' (2) Rogers O'arien F. King Cook, P.E. (1) City of COl=Ceil Our etters and reporta ere for the exclusive use of the client .to w~orn ~hey ~re eddressed and $1~1~ not Pe reproducec~ except in full without the approval of the testing I~boratory.. The use o! ,o_uf,_r~_.m,..e- m_.us.[_re_c.e.t_ve_~o_u_r _wr~ ~_e~n~.a~o.~r.,o ~v~l..~O~.[ Io~tt~eirmsilaarnd~rroe§uOc~Ss apply only to the sample tested and/or inspectea, aha are no[ inciiCatlVi Ul [ll~ ql~.ltltl~ u/ aWWOl~[li,x li~llil~g, g ~ ' TECHNOLOGIES INC I~._xim 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 CUENT: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 PROJECT: Gulf Bearing Coppell, Texas CLIENT NO.: 3200037 REPORT NO.: 33339 DATE OF SERVICE: 11/07/95 AUTHORIZATION: ongoing REPORT DATE: 11/16/95 SERVICES: Perform in-place density and moisture content tests to determine the degree of field compaction. CONTRACTOR: Rogers O'Brien TEST OF: Ramp backfill PROJECT DATA MATERIALS 23525 Dark brown clay MOISTURE/DENSITY RELATIONS OPTIMUM MAXIMUM MOISTURE % DENSITY pcf 21.5 99.0 METHOD OF TEST: DENSITY: ASTM D2922 MOISTURE: ASTM D3017 SPECIFICATION DENSITY: 95% Dry Density MOISTURE: +5% opt. REPORT OF TESTS FIELD OPTIMUM FIELD MAXIMUM TEST MOISTURE MOISTURE DENSITY DENSITY NO LOCATION (%) (%) (PcO (Pcf) DENSITY (% max) 1. (RamP)8.10' E. of H line at 9.2 line, below grade. Retest 21.6 21.5 98.2 99.0 99 22.0 21.5 95.3 99.0 96 (Ramp) .25' E. of H line at 9.2 line, 8 below grade. Retest Test results on this report meet project specifications as noted above. Technician: Frank Tisdale, CET Started: 04:30PM Stopped: 06:30PM Report Distribution: MAXIM TECH.eSOU~WES~Ei:~I LABS (1) Gulf BeeFing, Inc. (1) Gromatzky, Dupree & Associates (1) Brockette, Davis, Drake . (2) Rogers O'Brien F. Kifig -Cook, P.E. (1) City of CoppeLL ity Our etters and reports are for the exclusive use of the client to whom they are addressed and shall not he reproduced except in ful without the approva of the testing laboratory; The use o~ pu~r, na.m,.e m.us.[?_c.e.i_v_e.~,o_u_r _v~r, ~_e_n..a_p~,r..ov~al~O~r Ioertt~eirmsil~rnd~rr~dPuOc~ apply only to the sample tested and/or lnspectea, ano are not inolcatlve or tnt q~ZlILILI~ [J, ~p~;(~/~,,,,x ,uc,,~,~Q, v ~ ~ .