Eckerd's-LR 990210 G ° GEOTECHNICAL ENGINEER. lNG
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: February, 10, 1999 Dam Concrete Placed: Jarluary 12, 1999 Standard 6"x12"
Client: North American Properties-SW Area 28.27 Square Inches
Project: Eckerds - Coppell Concrete Report No.: 8
Contractor: c,a. Walker Project No.: 298-0412
Concrete Supplier and Plant: TXI Plant/#41
Locatton of Placement: Slab
MATERIALS .~o~ree.. sso ~,c,, wts. INSPECTION DATA
Descnpuon iLba/CuYd)
Mix Number: 47 Time Sample Batched: 01:20 pm
Cement: 5.5 Sacks Time Sampled: 01:42 pm
Sample Locauon: 25' S. & 25' E. Of NW comer of building
Fly Ash: Truck/Ticket No: 836/1212986
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 71 °F
Fine Aggregate: Concrete Range: '7l °F
Slump Range {inches): 5"
Admixtures: Weather Condinons: Clear
1 Time Started: 09:30 am
2 Time Completed: 02:45 pm
Added Water: 10 Gallons Sample Air Content I%'): 3 %
Total Cubic Yards Placed: 180
Reqmred Strength (Lbs.:sq.m.l: 3.(}00
ECK 29 7 01 / 19/99 134,800 4,770
ECK 30 28 02/09/99 183,040 6,470
ECK 31 5" 28 02/09/99 171,060 6,050
ECK 32 H HOLD
Tes~ Methods U~ilizeo Fracture Reguiar Cylinders Made By: VW
· \STM C-3i.CO9 ('-Ia3 'Unless Nmed Otherwtsel
Remarks and/or Distrtbution:
cc: Mr. John Maggiore - North American Properties -SW
Mr. Lance Lilly - Richmond Group Architecture & Planning
Mr. GaD' Stokes - C.A. Walker Construction
Mr. Lee Stone - City of Coppell
Mr. LarD' Davis - City of Coppell
~l~ Con~ttant$, 'rna. ~-~,~
citers and repo~s are for the exclnswe t~e of dte client to whom they are addres~nd and shall not be reproduced w~mt the full approval ot GEE Consultants. Inc. ~be use o! our lame m~$t .'~e]ve
our prior written approval. Our letter~ and reports apply only to the salllOle tested and/oc ~nspe~ted aod are no~ ille~sarlly illdlCatlVe ol' the ~uarlutle~ of al~arelltly idenllcal o¢ slmi ar pro(It$Cts.