Wynnpage-CS 911231P. O1
DECEMBER 31,1991
MR. LARRY DAVIS
CITY OF COFPELL
PO.BOX 478
COPPELL, TEXAS 75019
RE; WYNNPAGE ESTATES
LHL # 435
DEAR; LARRY
ENCLOSED HEREWIDTH IS A LIME/CEMENT SERIES FROM
MAXIM LAB. FOR THE ABOVE REFRENCED PROJECT IN THE CITY OF
COPPELL, WITH THEIR RECOMENDATION,
IF YOU HAVE ANY COMENTS OR QUESTION$ CALL ME, THANK YOU IN
ADVANCE FOR YOUR IMMEDIATE ATTENTION IN THIS REGARD.
RESPECTFULLY,
L, H, LACY CO,
PROJECT MANAGER
L. H. Lacy Company
General Contractors
214/357-0146
10888 Shady Trail
P.O. Box 541297
Dallas, Texas 75354-1297
Mr. Bill Jones
L. H. Lacy Company
December 30, 1991
Revised December 3X, XgOX
Page 3
Re= Lime/Cement Stabili=ation Test Results
Wynn Page Berates
It is our understandingtha~ cement stabilization will be utilized
at this site within the upper six (6) inches of pavement subgrade.
Therefore, it is rooomm~..ended that three (3) percent cement
(approximate%y.15 pounds per square yard) be used ~o e~abilize the
subgrade soils
We trust the information submitted herein is sufficiently detailed
for your use. Please contao~ us if we may be of further
Sincerely,
MAXIM ENGINEERS, INC.
Robert E. Dose; P.E.
Manager
Geotechnioal
% ,,$.q.
Engineering Division
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