First United-LR 990823 G [ ® GEOTECHNICAL ENGINEERING
E GEE Consultants, Inc.
E ° CONSTRUCTION MATERI-AL5 TESTING
10046 Monroe Drive · Dallas, Texas 75229 ° (214) 352-5433 ° Fax (214) 352-6972
REPORT OF MORTAR MIX OBSERVATION
Report Date: AUgUSt 23. 1999 Date Morter Placed: August 18. 1999
Client: First United Methodist Church of Coppell Standard 2"x2"
Pr~ect: First United Methodist Church -Sanctuary. Area 4.{)0 Square Inches
Contractor: Offutt Construction Report No.: 1
Supplier dud Plant: Mixed On Site Project No.: 298-0394
Locanon ot Placement: Archway
OBSERVATION DATA
Time Sample Batched: 10:30 am
Time Sampled: 10:4-0 am
Sample Locatmn: SW Archway
Temperature:
Ambient Range: 94°F
Mortar Range: 88° F
Weather Conditions: Clear
Time Started: 09:30 am
Time Completed: 12:00 pm
-l'etai Cuh:c Yards Phtced: I'2 yard
Requu'ed Strength ,'Lbs.. sq.m ~: 1.800
FUMC ! ': 08/25/99 6.020 1.500
FUMC 2 7 08/25/99 5.940 1,480
FUMC 3 7 08/25/99 7.060 1,760
FUMC 4. 28 09/15/99
FUMC 5 28 09/15/99
FUMC 6 28 09/15/99
-\STM C-495 Unless 5io!e~.~ O:herwise~ Cubes Made By: DF
Remarks and:or D~stribution:
.:c: Ms Lsnn Jonnson - First Untted Methodist Churc.q
Mr. Charles Harder - Harper Perkins Architects
Mr Larry Davis - Csty of Cnppefl
',Ir 3~1: Al:,,lersun - Dov, de?. Anderson & As~,oc:ates. Inc.
3.Ir. Met Fend - Oft'mt Censtruc.'.:on ~
GEE Consultants, Inc. a ..... 'ed by: W/6h ~ . -
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G · GEOTECHNIC~L ENGINEERING
E [° ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
0046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: August 23. 1999 Date Concrete Placed: June 28, !999 Standard 6"x12"
Client: First United Methodist Church of Coppell Area 28.27 Square Inches
Project: First United Methodist Church-Sanctuary Concrete Re~)rt No. 27
Coppell. Texas
Contractor: Strand Tech, Inc. Project No.: 298-039a
Concrete Supplier and Plant: Mid-Cities Ready Mix
Locauon of Placement: Slab
MATERIALS s ........ sD ..,ch w,.. OBSERVATION DATA
:)esc."~!~non Lbs,CuYd)
M~x Number: N-A Time Sample Batched: 11:54. am
Cement: Time Sampled: 12:45 pm
Fix, Ash: Sample Locanon: 4' N. &. 4' W. of SE corner
· Truck~Ticket No: 404158806
Coarse Aggregate: Temperature:
!ntermedmte Aggregate: Ambtent Range: 89°F
Fine Aggregate: Concrete Range: 95"F
Admixtures: Slump Range ~inches~: 6"
Weather Condinoqs: Partly Cloudy
! Time Started: : 1 :tX) am
· Time Completed: Ol :.30 pm
~.dueg Water: ;) G,dlons Sample Air Ct:ntent ~ '.-% ): N/A
Total Cubtc Yards Placed: 10
Reqmred Strength ~ Lbs.. sq.m. ~: 3.000
FUMC 113 8 07.'06/99 54,420 1,930
FUMC 114 28 07/26/99 76,280 _. , 00
6"
FUMC 115 28 07,:26/99 71,140 2.520
FUMC 116 56 08/23/99 85,180 3.010
ASTM C-31.C-39.C-;J. 3 !l'niess No!ed O~l~erw,se, Cylinders Made By: DF
Remarks and/or Dtstribuuon:
-cc: Ms. kytm Joilnson - First Umted Methodist Church
Mr. Charles Harper - Harper Perkins Architects
Mr. Larry Davis - City of Coppell
Mr. Bill Anderson - Dowdey. Anderson & Associates, Inc.
Mt'. Mci Fencl - Offutt Construction
GEE Consultants Inc. aev eweu by=
GEOTECHNICAL ENGINEERING
o ENVIRONMENTALCONSULTING GEE Consultants, Inc.
CONSTRUCTION MATERIAL3 TESTING
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 ° Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: August 23. 1999 Date Concrete Placed: August 16, t999 Standard 6%12"
Client: First United Methodist Church of Coppell Area 28.27 Square Inches
Project: First United Methodist Church-Sancmaxy Concrete Report No. 28
Coppell, Texas
Contractor: Strand Tech, Inc. project No.: 298-0394
Concrete Supplier and Plant: Mid-Cities Ready Mix
Locauon of Placement: Grade Beam
MATERIALS ' ...... '-~a '*~'~'; '¥:'- OBSERVATION DATA
!')eS.C: n:~o ~ I.bs. CaYd,
M~x Number: '.}3.'3.-i Time Sample Batched: 09:14 am
Cement: Time Sampled: 10:15 pm
Fly Ash: Sample Locanon: SE coruer of braiding
' Truck/Ticket No: 478t294.96
Coarse Aggregate: Temperature:
httermediate Aggregate: Ambient Range: gg°F
Fine Aggregate: Concrete Range: 94=F
Adm,xmres: Slump Range ~nches}: 7t..%''
Weather Conditions: Clear
! Time Started: 08:00 am
2 Time Completed: I 1:30 am
Added Water: 0 Gaikms Sample Att Content ~'%~: 5.ok
Total Cubic Yards Placed: 10
Required Strength fLbs.:'sq.in./c 3.000
FUMC 117 7 08/23/99 57,640 2,040
FUMC 118 28 09/13/99
.'7' 12~"
FUMC 119 28 09/13/99
FUMC !20 H HOLD
Test Metho¢2s L't:iizea Fracture .Regular
ASTM C-31.C-39.C-143 :LlnlcSS No~ O~nerw~set Cylinders Made By: VW
Remarks at,~'or Dismbution:
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.
Mr. Mci Fencl - Offutt Construction
GEE Consul~s, Inc. ~xe~ ~:
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