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First United-LR 990203 GEOTECHNICAL ENGINEERING . GEE Consultants, Inc. CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive ° Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972 REPORT OF CONCRETE MIX INSPECTION Report Date: Februax3-' 3, I999 Date Concrete Placed: January 26, 1999 Standard 6'x12" Client: First United Methodist Church of Coppell Area 28.2? Square Inches Project: First United Methodist Church-Sanctua~ Concrete Report No. 9 Coppell, Texas Contractor: Strand Tech, Inc. Proje:'t No.: 298-0394 Concrete Supplier and Plant: Mid-Cities Locatton of Placement: Slab MATERIALS s ..... - 5;SD B .... Wts. INSPECTION DATA Descr:p~lon , [.b$:CJYd: MIX Number: 68 Time Sample Batched: i 1:36 am Cement: Time Sampled: 12:00 pm Fiy Ash: Sample Location: 40' N. & 20' E t)f SW comer TmckiTicket No: 44Ai5 !.239 Coarse Aggregate: Temperature: Intem~ed]ate Aggregate: Ambient Range: ?0°F Fine Aggregate: Concrete Range: 72"F Admtxmres: Slump Range i inches ~: 6" Weather Conditions: Clear I Time Started: [0:15 am 2 Time Completed: 05:45 pm Added Water: 0 Gallons Sample Air Content ~'% ,: 2 % Total Cubic Yards Placed: 10ti Required Strength i Lbs.: sq. in. ~: 3.000 \am~e.' Sim~o .-;' ~Da~,st Teste¢ iLbs., :Lbs Sq.i,l.~ FUMC 41 7 02/02/99 62,520 2,210 FUMC 42 28 02/23i99 6" FUMC 43 28 02/23i99 FUMC 44 H HOLD :'es~ Me:m~s Um,,;z~ FracLure Regular C~-Iinders Made By: SS ~STM C-) ~ .C-39.C- .43 : Unless N~c Otherwtse, · Remarks and:or Distribution: cc: Ms. Lynn Johnson - First United Methodist Church Mr. Charles Harper - Harper Perkins Architects Mr. Larw Davis - City of Coppell . Inc. Mr. Bill Anderson - Dowdev. Anderson & Associates. &ii le:ters a~g:l reports are for ihe :x:tUSl',e dsc of r~e cliem 1o whom :.hey are addressed and snail i~ot be reproduce~e~ithout :he full approval of GEE Consultants. Inc. The use o( our -~ame must receive our pr:or '~,r~ttec appr~al. Our !e,'ters and reports apply only to the sample :ested and/or respected and are ,net necessarily ~nd~cauve of :he quanuties of apparently idenncal or similar products. G ° GEOTECHNICAL ENGINEERING E GEE Consultants, inc. E ° CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972 REPORT OF CONCRETE MIX INSPECTION Report Date: Februa~' 3, 1999 Date Concrete Placed: Janua~, 26, 1999 Stanaard 6%12' Client: First United Methodist Church of Coppell Area 28.27 Square Inches ProJect- First United Methodist Church-Sanctuary Concrete Report No. 8 Coppell. Texas Contractor: Strand Tech. Inc. Project No.: 298-0394 Concrete Supplier and Plant: Mid-Cities Location of Placement: Slab MATERIALS ~ ...... - 5SD B .... '"rt. INSPECTION DATA Mix Number: 68 Time Sample Batched: 10:47 am Cement: Time Sampled: 11:40 am F!5- Ash: Sample Location: 55' N. & t0' E of SW comer TmcktTicket No: 391;47319 Coarse .Aggregate: Temperature: Intermediate Aggregate: Ambient Range: '70°F Frae Aggregate: Concrete Range: '71 ~F Admixtures: Slump Range ~inches~: 6" Weather Conditions: Clear : Time Started: 10:15 am ' Time Completed: 05:45 pm Added Water: 0 Gallons Sample Air Content ~ % ~: 2~ Total Cubic Yards Placed: 30 Required Strength ~Lbs..'sq.in.:: ?:.000 FUMC 37 7 02/02/99 78.840 2.790 FUMC 38 28 02/23/99 6" FUMC 39 28 02/23/99 FUMC 40 H HOLD T-est Meu~o~s U:,l-zed !:rac~ure Regu.ar Cvlinders Made By: SS ASTM C-3:.C-39.C-ia.3 Ll!~ies~ Noted O:her'*,se~ - ' Remarks and/or Dismbution: cc: Ms. Lynn Johnson - First United Methodist Church Mr. Charles Harper - Harper Perkins Architects Mr. LarD' Davis - City of Coppell Mr. Bill Anderson - Dowdev. Anderson & Associates. Inc. ~ C0~n~i3.'1~11.~.~4, TI3.C. Revie,~ed by= - 'n, a.~l e:ie."s and reports are :hr dte ex:lustre use of the client 1o u.-nom they are addressed and shall not be reproducecLwlrhOut the ::all approval or'GEE Cor~ul,.ants. Inc. Tile d~e of our -;amc must r~e,ve lglr _nrlor written app.-oval Our !etters and renorls apply omy to the Sah'lple tested a~,'or h!.~p~cied a.qcl are nor ,'necessar;ly ilKIlcatix-e of Ibe q~aal!.rltl¢s o! .l~r~ll.t;y idcn!ical or s:mllar proOL, c[$. GEOTECHNICAL ENGINEk.uNG . GEE Consultants, Inc. CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive · Dallas, Texas 75229 ° (214) 352-5433 · Fax (214) 352-6972 REPORT OF CONCRETE MIX INSPECTION Report Date: February 3, 1999 Date Concrete Placed: Janua~, 26. 1,999 Standard 6"x12" Chent: First United Methodist Church of Coppell Area 28.2'3 Square Inches ProJect: First United Methodist Church-Sanctuary Concrete Report No. 15 Coppell. Texas Contractor: Strand Tech. Inc. ProJect .No.: 298-0394 Concrete Supplier and Plant: Mid-Cities Locat,on nf Placement: Slab MATERIALS ~ ...... ssD,atc~ w,,.INSPECTION DATA Mix Number: 68 Time Sample Batched: 04:03 pm Cement: Time Sampled: 04:55 pm F:y Ash: Sample Locauon: 10' S. & 20' W of NE comer T~ck/Ticket No: 390~47354 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambmnt Range: 69~F Frae Aggregate: Concrete ~nge: 77F Admixtures: Slump Range ~inches~: 5 [4" ; Weather Conditions: Clear Time Started: 10:15 am 2 Time Completed: )5-45 pm Added Water: 0 Gallons Sample A~r Content ~ ~ ): 2 % ~ Total Cubic Yards Placed: 4~) Required Streng~ (Lbs.. sq. m. ~: 3.000 FUMC 65 7 02/02:'99 92,300 3.260 FUMC 66 28 02/23/99 5~-~'' FUMC 67 28 0~,~a/99 , FUMC 68 H HOLD [ Test Me[htms L:liized I-rac:ure Regs.;ar Cylinders Made ce By: Remarks ~md.-or Distribution: cc: Ms. Lynn Johnson - First United Methodist Church Mr. Charles Harper - Harper Perkins Architects Mr. LarD' Davis - City of Coppell Mr. Bill Anderson - Dowdev. Anderson & Associates. Inc. A;I .e:mrs a~ re.ts are 'or me :xs;uswe me of :lc client :o whom the~ are add~ss~ a~ shah mt ~ repr~e~i~[ t~ tbll a~'al of GEE Co~u:tams. I~. The use of our ;~ 'nus[ re~m~e GEOTECHNICAL ENGINEERING . GEE Consultants, Inc. CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive ° Dallas, Texas 75229 ° (214) 352-5433 · Fax (214) 352-6972 REPORT OF CONCRETE MIX INSPECTION Report Date: Februaisj 3, 1999 Date Concrete Placed: January 26, 1999 Standard 6"x12" Chent: First United Methodist Church of Coppell Area 28.27 Square Inci~es Project: First United Methodist Church-SanctuatT Concrete Report No. 14 Copp¢ll. Texas Contractor: Strand Tech. Inc. Project No.: 298-0394 Concrete Supplier and Plant: Mid-Cities Location of Placement: Slab MATERIALS ~ ..... .~o ,~t~,.. ~.,,. INSPECTION DATA Mix Number: (>8 Time Sample Batched: 02:36 pm C'~ment: Time Sampled: 03:25 pm Fl.,, Ash: Sample Locanon: 10' W. & 40' Not SE comer Track!Ticket No: 556/47344 Coarse Aggregate: Temperature: !ntem~edtate Aggregate: Ambient Range: '7.2GF Fine Aggregate: Concrete Range: '72GF Admixtures: Slump Range ~inches}: 6,4" I Weather Conditions: Clear Time Started: i0:15 am - Time Completed: 05:45 pm Added Water: 0 Gallons Sample Air Content ~ ~ ~: 2 % Total Cubic Yards Placed: 350 Reqmred Strength ~ Lbs. 'sq.ln. ,: 3 FUMC 61 7 02/02.-'99 74.440 2.630 FUMC 62 28 02/23/99 6 ~-~" FUMC 63 28 02,'"23/99 FUMC 64 H HOLD ~S2-.M C-31.C-39.C-1-t3 :Unless Noted ():herw~se, Cylinders Made By: RB Remarks aod:or Distribution: cc: Ms. Lynn Johnson - First United Methodist Church Mr. Charles Harper - Harper Perkins Architects IVlr. LarD, Davis - City of Coppell Mr. Bill Anderson - Dowdev. Anderson & Associates. Inc. Ali let:ers and repor:$ are ~br :i;e extrusive use of t.'m ,:;lent :o -eom !hey are aadressed and shall not be r,produc t the full appro,,al of GEE Consu,tan~. Inc. The use of our name :nust receive oar pr:or '*r::ten aoprova:. Our 'euers and re:~orts apply only to the sampte :ested and/or respected and are .not necessariiy uldicatlve of the quannties o:'apparen: y Men ca or sim:lar proauet~. G · GEOTECHNICAL ENGINEERING E GEE Consultants, Inc. E - CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972 REPORTOF CONCRETE MIX INSPECTION Report Date: Februa_D.' 3, 1999 Date Concrete Placed: January 26, 1999 Standard 6"x12" Client: First United Methodist Church of Coppell Area 28.27 Square Inches Project: First United Methodist Church-Sanctuary Concrete Report No. 13 Coppell, Texas Contractor: Strand Tech, Inc. Project No.: 2984394 Concrete Supplier and Plant: Mid-Cities Locanon of Placement: Slab MATERIALS Source.' SSD Ba:c~ wt~. INSPECTION DATA Descrl:)t!on : Lbt ('u"t'd~ .X, tix Number: 68 Time Sample Batched: 01:48 pm Cement: Time Sampled: 02:30 pm Fly Asia: Sample Locanon: 30' W. & 55' N of SE ;:omer Coarse Aggregate: Truck/Ticket No: 557.-'51257 Temperature: Intermediate Aggregate: Ambient Range: '7.'1 ~'F F~ne .-Xggregate: Concrete Range: 72:F Admixtures: Slump Range ~ nc ~es~ 5" Weather Condlnons: Clear I Time Started: 10:15 am Time Completed: 05:45 pm Added Water: 0 Gallons Sample Air Content 15~ ~: 2~ Total Cubic Yards Placed: 300 Required Strength (Lbs..'sq.in.i: 3.000 '¥~-.'11!e:1 Meast. rec Age Date To:al I_,aa Compressive SZellg:~ Remarks FUMC 57 7 02/02i99 74,300 2,630 FUMC 58 28 02/23i99 5" FUMC 59 28 02.-'23/99 FUMC 60 H HOLD ~,JT~I ('-3i.C-_"9.C-:43 I.',~iess Noted Other~.,~ie, Cylinders Made By: RB Remarks and;or Distribution: cc: Ms. Lynn Johnson - First United Methodist Church Mr. Charles Harper - Harper Perkins Architects Mr. Larry. Davis - City of Coppell Mr. Bill Anderson - Dowdey. Anderson & Associates. Inc. ~ Co~ta~ta, /nc. ~evie.e~ by: ~' ~ ~ - [ our ptl~ written a~ro~-al. Our letters a~ ream apply omy lo Ihe sample test~ a~i~ i~cted a~ are ~ ~ssarily .~lca[~ of:~ ~nuti~ of apparently ~nticai ~ s]m,iar pr~. G ° GEOTECHNICAL ENGINEERING E GEE Consultants, Inc. E ° CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive ° Dallas, Texas 75229 ° (214) 352-5433 ° Fax (214) 352-6972 REPORT OF CONCRETE MIX INSPECTION Report Date: Febmao.., 3, 1999 Date Concrete Placed: January 26, 1999 Standard 6'x12" Client: First United Methodist Church of Coppell Area 28.2'7 Square Inches ProJect: First United Methodist Church-Sanctuary Concrete Report No. 12 Copp¢ll, Texas Contractor: Strand Tech, Inc. Prnject No.: 298-0394 Concrete Supplier and Plant: Mid-Cities Locat:on of Placement: Slab MATERIALS s ....... - ~S~,~acc.~ ~',~. hNSPECTION DATA ~s::r:puoc , Lbs:Curd1 Mix Number: 08 Time Sample Batched: 01:!9 pm C:ment: Time Sampled: 02:05 pm Fly Ash: Sample Locatmn: 125' N. & 60' E t,f SW corner TmcklTicket No: '~60:47334 Coarse Aggregate: Temperature: Intermedmte Aggregate: Ambient Range: 69:F Frae Aggregate: Concrete Range: 72°F Admixtures: Slump Range onchesJ: 6" Weather Conditions: Clear I Time Started: 10:15 am Time Completed: 05:45 pm Added Water: :0 Gallons Sample Air Content %}: 2% Total Cubic Yards Placed: 26{) Required Strength iLbs.-'sq.in.~: 3.000 Nmn:>cr S.u::'~, ::t. . Dass, 'res:ed ~Lbs., :Lbs. Sc In., FUMC 53 7 02/02/99 84,000 2.970 FUMC 54 28 02/23/99 6" FUMC 55 28 02/23/99 FUMC 56 H HOLD Tes: Me~hods L'L..zee Fracture Regmar Cvlinders Made Bv: aB -xs'rM t'-3:.C-Dq.r."-,d.3 Unless No:ed Ot/:.erv,~se~ - - Remarks and:or Disrnbuuon: cc: Ms. Lynn Johnson - First United Methodist Church Mr. Charles Harper - Harper Perkins Architects Mr. LarD' Davis - City of Coppetl Mr. Bill Anderson - Dowdev, Anderson & Associates, ~ Coms~ltaots, T--C. Eev~e~e4 by: our prior written appro~aa. Our letters a~ rearm apply o11l~ [o t~ sample :~ted a~/or i~ted a~ are ~ ~easaniy ~kan~ of me q~nmies of apparently ;dentical ~ stm~l~ pr~uc~. GEOTECHNICAL ENGINEERING · ENVIRONMENTAL CONSULTING GEE Comulta ts, Inc. CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive · Dallas, Texas 75229 ° (214) 352-5433 o Fax (214) 352-6972 REPORT OF CONCRETE MIX INSPECTION Report Date: February 3, 1999 Date Concrete Placed: Jallnary 26. 1999 Standard 6"x12" Client: First United Methodist Church of Coppell Area 28.27 Square Inches Pro)eot: First United Methodist Church-Sanctuar3' Concrete Repnrt No. 1 1 Coppell. Texas Contractor: Strand Tech, Inc. Project No.: 298-0394 Concrete Supplier and Plant: Mid-Cities Locanon of Placement: Slab MATERIALS ~ ...... . SSD B .... Wts. INSPECTION DATA D=sc:~pt~on I.bs.C~.Yd! Mix Number: 68 Time Sample Batched: 12:32 pm Cement: Time Sampled: 01:30 pm Fl.,.' Ash: Sample Locanon: 65' N. & 50' E of SW comer TmckiTicket No: 759/47329 Coarse A~,regate: Temperature: Intermediate Aggregate: Ambient Range: 72°F Fine Aggregate: Concrete Range: 72°F Admixtures: Slump Range ~inches): 6" Weather Conditions: Clear : Time Started: 10:15 am 2 Time Completed: 05:45 pm Added Water: ii Gallons Sample Air Content (%1: 2..~ Total Cubm Yards Placed: 200 Required Strength ~Lbs.:sq.inA: 3.000 FUMC 49 7 02/02/99 66,960 2.370 FUMC 50 28 02/23/99 6" FUMC 51 28 02,"23/99 FUMC 52 H HOLD Test Me:noes Ud;:zed Fracture Regular Cylinders Made By: SS &S'TM C-3 [ C-39.('- la3 L nless Notea O:her'~,~se~ - - Remarks and:or Distribution: cc: Ms. Lynn Johnson - First United Methodist Church Mr. Charles Harper - Harper Perkins Architects Mr. LarD' Davis - City of Coppell Mr. Bill Anderson - Dowdev. Anderson & Associates. Inc. G~ Conaultanb~, Xnc. a.~ia.ed GEOTECHNICAL ENGINEERING . GEE Consultants, Inc. CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 o Fax (214) 352-6972 REPORT OF CONCRETE MIX INSPECTION Report Date: Febmarv 3, 1999 Date Concrete Placed: January 26, 1999 Standard 6"xI2" Client: First United Methodist Church of Coppell Area 28.27 Square Inches Project: First United Methodist Church-Sanctuary Concrete Report No. l0 Coppell. Texas Contractor: Strand Tech. Inc. Project No.. 298-0394 Concrete Supplier and Plant: Mid-Cities Locauon of Placement: Slab MATERIALS s ..... · ~sD B~,c,, w,. INSPECTION DATA Des.zr:p:.m . [.b'i:('uYd) Mix Number: 68 Time Sample Batched: 12:18 pm Cement: Time Sampled: 12:30 pm Fl? Ash: Sample Location: 35' N. & 40' E or' SW corner Truck~Ticket No: 762/47327 Coarse Aggregate: Temperature: [ntermedtate Aggregate: Ambient Range: 70°F Frae Aggregate: Concrete Range: 72~F Admixtures: Slump Range tinches~: 6" Weather Conditions: Clear I Time Started: 10:15 am 2 Time Completed: 05:45 pm Added Water: -~0 Gallons Sample Air Content ~%): 2 % Total Cubic Yards Placed: 160 Reqmred Strength ~ Lbs.:sq.in. ~: 3.000 FUMC 45 7 02/02/99 77.400 2.740 FUMC 46 28 02/23/99 6" FUMC 47 28 02/23/99 FUMC 48 H HOLD Tes~ Me:~ocs L;t:l:zed Frae:ur° Regular Cylinders Made By: SS ASTM C-3LC-29.C-IJ.3 ',_'n!ess No~ea Otherv,:se~ - ' Remarks and:or Distribution: cc: Ms. Lynn Johnson - First United Methodist Church Mr. Charles Harper - Harper Perkins Architects Mr. Larry Davis - City of Coppell Mr. Bill Anderson - Dowdev. Anderson & Associates. Inc. ~ CO~I~u~alI~*~ TllC. ~evie,~e~ ~': Afl le:ters and reports are :bt !ne exc~us~'.'e Jsc u:' :I'm chenr :o v~nom :.'~ey are actdressed and snail no~ be reprod~ithou[ thc :~1| apprm,'al of GEE Consultanr. s. Inc. The usc of our ~ame must receive our pr:or wr:[re:: aoprova! Our :e:ters and .-e,,-,orm apply only :o !he sample rested am/or :mnocled and are not necessarily ~ndica[ive of ibe cuagBties of apparently idenncal or sir.!.llar :>r(xlucls.