Shadowridge P1-3-LR 841023Maxim Engineers Inc.
Geotechnical
Materials Testing
Consultants
2342 Fabens
P.O. Box 59902
Dallas, Texas 75229
(214) 247-7575
m
m
Concrete Cylinder Test Report
..~.. Rte 10/23/84 sa,r~, o,~ 09/25/84
Area 2827 Square inches
TO L.H. Lacy Company
~om~ Shadow Ridge, #46104 -Coppell, Texas
Co~ac~ L.H. Lacy Company
co~re,e s~o~r a,~ e~nt L.H. Lacy Company, On Si te P1 ant
u~mt~,ot e~c~,~m Whi sperlng Road, STA 17+00
w.t,.,co~,~,s Partly sunny wi th 5 mph wind
Materials
Description
Time Sampled Ticket Number
7:45 a.m.
Time Batched Temperalure
Ambient ~0 o Concrete 80 o
Batch Woight (lbs./Gu. Yd.)
~m~nt
Coarse Aggregate
Inlermediale Aggregate
Fine Aggregate
Admixture
Added Water
Entrained Air Content 4.0
Specimen Age Date Tested Slump Total Load Compressive Strength Strength Required
Number (Days) in. Lbs. P,S.I. PSI./days
SRL-52
53
54
Curing ASTM C-31
Remarks and/or Distribulion
7
28
28
10/02/84
10123/84
10/23/84
ITesl Method
ASTM C-39
1 1/2
JCylinders Made by
J
L. H. Lacy Company - Margo Aranda
City of Coppell ~--
Ginn, Inc. - Wayne Ginn, P.E.
L. H. Lacy Company - Bubba Keathly
Unit Weight - 140.4 lbs./cu, ft.
Maxim Engineem, Inc.
83000
115400
113300
2936
4082
4008
12000-40811g
Reviewed b~/~
3000/28