Eckerd's-LR 990209 (2)i G . GEOTECHNICAL ENGINEERING
E GEE Consultants, Inc.
E ,. CONSTRUCTION
MATERIALS
TESTING
10046 Monroe Drive o Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: Februa_D, 9, 1999 Date Concrete Placed: January 12, 1999 Standard 6"x12'
Client: North American Properties-SW Area 28.27 Square Inches
Project: Eckerds - Coppell Concrete Report No.: 7
Contractor: C.A. Walker Project No.: 298-0412
Concrete Supplier and Plant: TXI Plm~t/#41
Location of Placement: Slab
MATERIALS ,~o.~; .~t, Ba~, ~,~,. INSPECTION DATA
Descnpuon , Lbs~CuYd)
Mix Number: 4.7 Time Sample gatched: 12:09 pm
Cement: 5.5 Sacks Time Sampled: t2:45 pm
Fly Ash: Sample Location: 25' S. & 90' W. of NE comer of building
Truck/Ticket No: ~36/1212882
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 68°F
Fine Aggregate: Concrete Range: 71°F
Admixtures: Slump Range dnchesl: 5"
Weather Conditions: Clear
I Time Started: 09:30 am
2 Time Completed: 02:45 pm
Added Water: 10 Gallons Sample Air Content (%): 4%
Total Cubic Yards Placed: 140
Reqmred Strength (Lbs.isq.in.): 3.000
Spec:men Measureo Age Date Total Load Compressive Strength Remarks
%Ullqoer '~IuI"ID ~ 'n., , Da.','s ~ Tested ~Lbs. l / Lbs..'SQ.[ll. )
ECK 25 7 01 / 19/99 ! 12,120 3,970
ECK 26 28 02/09/99 157,200 5,560
5"
ECK 27 28 02/09/99 165,000 5,840
ECK 28 H HOLD
Te~,t Methods t.'tfl~zed Fracture Regular Cylinders Made By: VW
ASTM C-31.C-39.C-1-1.3 ,Ltnless Notea Other'nqse.~ -
Remarks and;or Distribution:
cc: Mr. John Maggiore - North American Properties -SW
Mr. Lance Lilly - Richmond Group Architecture & Planning
Mr. Gar)' Stokes - C.A. Walker Construction
Mr. Lee Stone - City of Coppell
Mr. LarD.' Davis - City of Coppell