First United-LR 990129G o 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: Januat3~, 29, 1999 Date Concrete Placed: JallUal~.' 15, 1999 Standard 6"x12"
Client: First United Methodist Church of Coppell Area 28.27 Square Inches
Project: First United Methodist Church-Sanctum3..' Concrete Report No. 6
Coppell, Texas
Ct~ntra,'tor' Strand Tech. Inc. Project No.: 298-0394
Concrete Supplier and Plant: Mid-Cities
Locauon of Placement: Slab - South end
MATERIALS s ....... ~sD B~tc,, ,¥~. INSPECTION DATA
Descr:puon , Los;('uYd~
.'¥hx Number: 933t Time Sample Batched: 10:27 am
Cement: Time Samplea: ! 1:20 am
Fly A. sh: Sample Locauon: SEcornerofbu,lding~Sample mgrade beam-
' Grid 13. D.6 to E.; & E.~-I2 to 13~
Coarse Aggregate: Truck/Ticket No: 50,8/46935
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambmnt Range: 57°F
Admixtures: Concrete Range: 56'F
Slump Range ~ inches): ? :~.:,"
I Weather Conditions: Clear
2 Time Started: 09:00 am
Added Water: l0 Gallons Time Completed: 03:45 pm
Sample A,r Content t~ ~: 4.5%
Total Cub,c Yards Placed: 30
Requ,red Strength ~Lbs.isq.ln.~: 3.000
FUMC 29 7 01/22/99 49,100 1.740
FUMC 30 14 01,'29/99 63,920 2,260
7~.:i "*
FUMC 31 28 02,." 12~99
FUMC 32 H HOLD
Yes~ Me,.hods Utilized Frae:ute Regular Cvlinders Made By: JS
ASTM C-31.C-39.C-~43 .Ll~less Noted Otherv.-ise, - '
Remarks and.'or Dismbution:
* - Slump reported to Superintendent
cc: Ms. Lynn Johnson - First United Methodist Church
Mr. Charles Harper - Harper Perkins Architects
Mr. LarD' Davis - City of Coppell
Mr. Bill Anderson - Dowdey, Anderson & Associates. Inc.
?,1~ ;e',tcrs and reports arc tot' ;l'e c~,clus~ve usc of the client ~o whom t~y arc aadrcsscd and shall no~ be reproduce~, .~-ilhou£ ting t-ull approval of GEE Consultants. Inc. The use of our ~amc must :eccwe