The URL can be used to link to this page

First United-LR 981203 G · GEOTECHNICAL ENGINE~rdNG 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: December 3, 1998 Date Concrete Placed: November 5, 1998 Standard 6"x12" Cliem: First United Methodist Church of Coppell Area 28.27 Square Inches Project: First United Methodist Church-Sanctuary Concrete Report No.: 1 Coppell, Texas Contractor: Strand Tech, Inc. Project No.: 298-0394 Concrete Supplier and Plant: Mid-Cities Location of Placement: Paving MATERIALS s .... ~sD.~. wts. INSPECTION DATA Dcscrmtion ~ Lbs,'CdYd) Mix Number: 9331 Time Sample Batched: 08:26 am Cemem: Time Sampled: 09:45 am Fly Ash: Sample Location: Statton 0-40: 8' N.of curb TmcldTicket No: 478/48414 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 42°F Fine Aggregate: Concrete Range: 66°F Admixtures: Slump Range ('inches}: 8" 1 Weather Conditions: Cloudy Time Started: 08:00 am 2 Time Completed: 03:00 pm Added Water: 0 Gallons Sample Air Content i%): 3 % Total Cubic Yards Placed: 40 Required Strength ILbs.;sqan.): 3.000 Specimen Measurecl Age Date Tolal L.oa~ Compressive 5~.reng,.h Remarks Numoer Slump lin. ) , Daysl 'Tested . Lbs. ) : Lbs. Sq.ln., FUMC 1 7 11/12/98 78,800 2,790 FUMC 2 8" 28 12/03/98 90,040 3,190 FUMC 3 28 12/03/98 97,840 3,460 FUMC 4 H HOLD Test Methods Uulized Frae:ute Regmar ASTM C-31.C-39.C-143 .Unless Nou~ Omcr~,se) Cylinders Made By: DF Remarks and;or Dismbution: 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. ~.ogts,~.l. lr.a.~la~a, zxls:l, iten, t.e~md, by, '~jt~ ~ / ~l ~q.- n,~ /i · ~ - All letters and repons are tbr de exclusive use of the cliem to whom :hey are addressed and shall not he m-produced ~ti~,out the thll approval of GEE Consultants, Inc. The use of our ,name .must receive our pnor wnuen approval. Our letmrs and repons apply only to the sample :cstcd and/or mspocred and are not MeesSanly mdica.uve o1 tho quantities of apparently idenucal or s~rmlar produc~s. GEOTECHNICAL ENGINE~_,,ING E [ 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: December 3, 1998 Date Concrete Placed: November 5, 1998 Standard 6"x!2" Client: First United Methodist Church of Coppell Area 28.27 Square Inches Project: First United Methodist Church-Sanctuary Concrete Report No.: 4- Coppell, Texas Contractor: Strand Tech, Inc. Project No.: 298-0394 Concrete Supplier and Plato: Mid-Cities Location of Placement: Paving MATERIALS ~ ...... SSD ~t~,,,',s. INSPECTION DATA Descripuon . Lbs~CuYal Mix Number: 9331 Time Sample Batched: 01:16 pm Cement: Time Sampled: 01:50 pm Fly Ash: Sample Location: Station 0+74: 9' S.of north curb Tmclo'Ticket No: 759/48442 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 55=F Fine Aggregate: Concrete Range: 69°F Admixtures: Slump Range (inches): 8" Weather Conditions: Partly Cloudy I Time Started: 08:00 am 2 Time Completed: 03:00 pm Added Water: 8 Gallons Sample Air Content t%~: 3% Total Cubic Yards Placed: [60 Required Strength (Lbs.;sq. ind: 3,000 Specu'aen Meaau.~d Age Dale Total Load Cow. oress~ve Streng~~. Number 5,lump ,!n ~ : Da)s) 7estea :Lbs. I ~Lbs.:Sq.ln. i FUMC 13 7 11.,"12/98 79,560 2,810 FUMC 14 28 12/03.'98 94,120 3.330 8" FUMC 15 28 12/03/98 92,920 3,290 FUMC 16 H HOLD Test Metheds U,'ilizca !'raczure Regu,a~ Cylinders Made By: DF ASTM C-31.C-39.C-;43 ,L nless Note~i Othe:'v,:se) Remarks and/or Distribution: cc: Ms. Lynn Johnson - First United Methodist Church Mr. Charles Harper - Harper Perkins Architects Mr. Larry. Davis - Ci~ of Coppell Mr. Bill Anderson - Dowdey. Anderson & Associates, Inc. All letters and iv~pons a~ for die ex, lustre use ot tbe client to whom the2,- are ~dresscd and shall .not be rcproducc~itheut the ~11 aOl~roval ot GEE Consultams. Inc. The use or'our .name must receive our pnor wriuen approval. Our !euers a,~ reports apply only to t:',.e sample :est~ni anal'or inspected and ate nol"~legessarily i.'xlicafive of the quanuties o:' apparently identical or strmlaz products. G · GEOTECHNICAL ENGINE .... NG E · ENVIRONMENTAL CONSULT!NG 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: December 3, 1998 Date Concrete Placed: November 5, 1998 Standard 6"x12" Client: First United Methodist Church of Coppell Area 28.27 Square Inches Project: First United Methodist Church-Sanctuary Concrete Report No.: 3 Coppell, Texas Contractor: Strmld Tech, Inc. Project No.: 298-0394 Concrete Supplier and Plant: Mid-Cities Location of Placement: Paving MATERIALS s ...... sst, ~. wry. INSPECTION DATA D~scripuon , L:~.CdYd) Mix Number: 9331 Time Sample Batched: 10:30 am Cement: Time Sampled: [ 1:30 am Fly Ash: Sample Location: Station 1 +74: 10' N.of south curb Truck,,'Ticket No: 549/48424 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 54°F Fine Aggregate: Concrete Range: 69°F Admixtures: Slump Range (inches~: 6" 1 Weather Conditions: Cloudy Time Started: 08:00 am 2 Time Completed: 03:00 pm Added Water: 10 Gallons Sample Air Content (%'~: 2~,5 % Total Cubic Yards Placed: 120 Required Strength [Lbs./sq.in.): 3,000 FUMC 9 7 11i 12/98 72,240 2,560 FUMC 10 6" 28 !2/03/98 113,780 4,020 FUMC 11 28 12/03/98 106,580 3,770 FUMC 12 H HOLD Test Me.ods Utilized Fracture Regular ASTM C-31.C-39.C-143 ,L'nlexs .~o~ed O'.het~-,se~ Cylinders Made By: DF 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. are cxclus~,,e use or the client m whom they an~ acid.'*cssca and shall mt be rc,producedl~hour r.hc .'~11 approval of GEE Consunants. Inc. T.h~ use o/our .'m.mc .must receive mir prior white11 approval.Our letters and repons apply only lo ~,he samp:¢ tested aa~or inspecre~ aaa are not .necessarily indicauve ot ~ quanuries oi ap. pal~'mrly identical or sirmlar products. I G · GEOTECHNICAL ENGINE,_..,NG 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: December 3, 1998 Date Concrete Placed: November 5, 1998 Standard 6"x12" Client: First United Methodist Church of Coppell Area 28.27 Square Inches project: First United Methodist Church-Sanctua-D' Concrete Report No.: 2 Coppell, Texas Conu~actor: Strand Tech, Inc. Project No.: 298-0394 Concrete Supplier and Plant: Mid-Cities Location of Placement: Paving MATERIALS s ........ ssD Ba~.~ w,s INSPECTION DATA Descripuon , Mix Number: 9331 Time Sample Batched: 08:45 am Cement: Time Sampled: 10:20 am Fly Ash: Sample Location: Station I +50; 4' N.of curb Truck/Ticket No: 391/44860 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 42°F Fine Aggregate: Concrete Range: 64°F Admixtures: Slump Range (.inches): 6" Weather Conditions: Cloudy 1 Time Started: Og:00 am 2 Time Completed: 03:00 pm Added Water: 30 Gallons Sample Air Content ~ %): 3% Total Cubic Yards Placed: 60 Required Strength (Lbs.:'sq.~n.~: 3.000 FUMC 5 7 ! 1/12i98 96,740 3,420 FUMC 6 28 ~2/03i98 !38,820 4.910 6" FUMC 7 28 [2/03/98 137,440 4,860 FUMC 8 H HOLD Test Me'.hads Utilized Fracture aeg~iar Cylinders Made By: DF ASTM C-31 .C-39.C- 143 ~ Uai,~ss Noted Other,aqse.~ - 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. .... fo rn must recei',e Ali letters and rt~orts ate for thc exclusive cst of the chent to whom :he}' are addressed and shall nOt be .'eproduced~lhom the lull approval ot GEE Consultant~, luc. The ,axe o u amg. ' our prior written aggmval. Our letters ant rcgons apgty only to me senile tested, etd/or inspaetal mci are nat ~e~:essariiy mflicative of ~e quanu~ies or' ~a,'~wJy iclenticnl or stinter products.