Eckerd's-LR 990201 G * 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 GROUT MIX INSPECTION
Report Date: February 1, 1999 Date Concrete Placed: Jalluary 21, 1999 Standard 6"x12"
Client: North American Properties-SW Area 28.27 Square Inches
Project: Eckerds- Coppell Grout Report No. 1
Contractor: C.A.Walker Report No: 298-0412
Grout Supplier and Plant: On-Site
Location of Placement: Core fill
LNSPECTION DATA
Time Sample Batched: 10:30 am
Time Sampled: I0:40 am
Sample Location: Core Fill - SW comer of wall
Temperature:
Ambient Range: 70*F
Concrete Range: 730F
Weather Conditions:
Slump Range (inches~: NiA
Time Started: 09:30 am
Time Completed: 12:00 pm
Sample Air Content( %): NJA
Total Cubic Yards Placed: N/A
Required Strength (Lbs./sq.m.i:2.000
Specimen &ge Dale Total Load Compresswe StrengUI Remarks
Numar ~ Days ~ Tested i Lb~. } ! Lbs ./Sq. I n. )
ECK [ 7 01/28/99 127,300 4,500
ECK 2 28 02/18/99
ECK 3 28 02/18/99
ECK 4 H HOLD
Test Methods Uul;.zed Fracture Regular
ASTM C-31. C-39. C-143 (Unless No~ o~r,,,se~ Cylinders Made By: RB
Remarks and/or Distribution:
cc: Mr. John Maggiore - North American Properties-SW
Mr. Lance Lilly - Richmond Group Architecture & Planning
Mr. Gary Stokes - C.A. Walker Construction
Mr. Larry Davis - City of Coppell
Mr. Lee Stone - City of Coppell
All letters and reports are .'or :be exclusive use of the client to whom :hey are add~assed and shall ncc be reproduced without ;he ."all approval of
GEE Consultants. inc. The use o.~ our name must receive our prior written approval. ~)ur letters and reports apply only =o the sample tented and/or
inspected and are not necessarily indicative of the quannities of apparently identical or similar products.