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First United-LR 990125G GEOTECHNICAL ENGINEERING E GEE Consultants, Inc. EI · CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972 REPORT OF CONCRETE MIX INSPECTION Report Date: Jailual~,' 25, 1999 Date Concrete Placed: Jallual'y 15, 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. 6 Coppell, Texas Con~xactor: Stra~,d Tech, Inc. Project No.: 298-0394 Concrete Supplier and Plant: Mid-Cities Location of Placement: Slab - South end MATERIALS s ...... sso ~a~.~ wt,. INSPECTION DATA Description Lbs:CuYdl Mix Number: 9331 Time Sample Batched: 10:27 am Cement: Time Sampled: l 1:20 am Fly Ash: Sample Location: SE comer of building(Sample in grade beam- ' Grid 13. D.6 to E.1 & E.I-12 to t3'~ Coarse Aggregate: Track/Ticket No: 548/46935 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 57°F Admixtures: Concrete Range: 56:F Slump Range (inchesj: 73~" I Weather Conditions: Clear 2 Time Started: 09:00 am Added Water: I0 Gallons Time Completed: 03:45 pm Sample Air Content ~ .-%): 4.5% Total Cubic Yards Placed: 30 Required Strength ILbs.;sq, in.): 3.000 Soec~men Measured Age Date Total Load Compressive Strength Remarks Number Slump I in. ) . Da~s} Tested ! Lbs. ) , Lbs.:Sq.ln. } FUMC 29 7 01/22/99 49,100 1,740 FUMC 30 28 02/12/99 7aA "* FUMC 31 28 02/12/99 FUMC 32 H HOLD Test .¥1ethoa~ Utilized Fracture Regular Cylinders Made By: JS ASTM C-3|.C-39.C-143 :Unless Not,t10t.her~,~se~ ° ' Remarks and'or Distribution: * - Slump reported to Superintendent cc: Ms. Lynn Johnson - First Umted Methodist Church Mr. Charles Harper - Harper Perkins Architects Mr. Larry Davis - City. of Coppell Mr. Bill Anderson - Dowdey, Anderson & Associates, Inc. All Im and ~on.~ are for tl~ exclusive g.se of the client m whom ~1~' are addressed ~md $1mll not t~ r~,rodue~ without fl~ full al~m','~l of OE£ Consultants. Inc. The use of our name must receive our ~Or '~.fitt~n al~rov-I. Our I~t~rs and .,~orts a~ly only :o the sample tested ~nd/or in~l~gt~d ~d ~'~ nnt n~"ssanly indict, ire of tl~ quantities of al~u'~'~ly idemie.~l or $irml~ produc'~. G · GEOTECHNICAL ENGINE[-KING E · ENVIRONMENTAL CONSU LTING 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: Janua~' 25, 1999 Date Concrete Placed: Janua_ry 15, 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. 7 Coppell, Texas Contractor: Strand Tech, Inc. Project No.: 298-0394 Concrete Supplier and Plant: Mid-Cities Location of Placemem: Slab - South ~nd MATERIALS s, ...... .,.'so ~a~ wts. INSPECTION DATA Descr:puon Lbs. CuYd) Mix Number: 9331 Time Sample Batched: 12:41 pm Cement: Time Sampled: 01:40 pm Fly Ash: Sample Location: 25' N. & 35' E of SW comer Truck/Ticket No: 557/46949 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 66°F Fine Aggregate: Concrete Range: 60°F Admixtures: Slump Range (inchesn 4 '.si" Weather Conditions: Clear I Time Started: 09:00 am 2 Time Completed: 03:45 pm Added Water: 25 Gallons Sample Air Content (~'~: 5 ~..a % Total Cubic Yards Placed: 130 Required Strength tLbs.;sq.in.): 3,000 Specimen Measured -\ge Date Total Load Compressive Sirengtll RemarKs Numoer .C, lumo nn.~ , Da','s Texlea ;Lbs ~ (Lbs.~Sq.ln.~ FUMC 33 7 01/22/99 82,240 2,910 FUMC 34 28 02/l 2./99 4 ~A" FUMC 35 28 02/1.2/99 FUMC 36 H HOLD Test Methoos Utiiized Fracture Regular Cylinders Made By: JS ASTM C-31.C-39.C-[43 , [.Imess Noted Otherwisel - - Remarks amb'or Distribution: MCR Truck 548 arrived at 1:00 p.m. Slump measured to be 8 1/2", truck was sent back to dry out. cc: Ms. Lynn Johnson - First Umted Methodist Church Mr. Charles Harper - Harper Perkins Architects Mr. Larry Davis - Ci~' of Coppell Mr. Bill Anderson - Dowdey, Anderson & Associates, Inc. ~ COl~%l.~ta~ts, ~. Rev£md by, ~~ All letters and r~p~rcs ar~ tbr ire exclusive use or' the client :o whom they are addressed and shall ~ he reproduced w~thout t:'-e ~]l appn0vai of GEE Consultants. ]nc:. T.he use of our name must receive our prior written approval. Our letters and repons apply oni.~ :o :he sample test~ and/or insoected and are out necessarily indicalive of the quanUties of apparently idenucal or smular products.