Meadows Addn 1-LR 820528TO:
TRINITY ENGINEERING TESTING C
p/~LT~,S : TF..)
DATE: 5-28-I
Southwestern Contracting
305 Stemmons Tower South
Dallas, Texas 75207
REPORT NO.:
................... JOB NO. 81
PROJECTs/The Meadows, Coppell
~/ Meadow Run, Station #10+50
~'\_
REPORT OF: ~'e-i-~ii~on of Relat±onsh±p Between Moista:
an~ Density
TEST METHOD:
ASTM D-698
Reddish Brown Sandy
Maximum Unit Dry Weight
Optimum Moisture
:ORPORATION
:AS
Content
Clay with Lime
105.4 Lbs./C
19.2 Percen
TRINITY ENGINEERIN(
James H. Thompsoz
RESULTS:
~2
6824O
-40
3 Above /'
1 City of Coppell
COPIES TO:
l'l~e /es¥1ti Iho~lt on this report ere Jot the e~cJu,;ve use of the client fo, ~,~om they *ere obt**ned end dppIy of
,. Ft.
t
TESTING CORPORATION
to the samples tested end/re' if~-
TO'-
TRINITY
Southwestern Contracting
350 Stemmons Tower South
Dallas, Texas 75207
PROJECT: The Meadows, Coppell
Landowne Circle, Station #3+50
REPORT OF:
TEST METHOD:
SAMPLE:
RESULTS:
ENGINEERING TESTING C
DALLAS : TF~
DATE: 5-28'
REPORT NO.:
JOB NO. 81-1
Determination of Relationship Between Moisture
and Density of Soils.
ASTM D-698
Brown and Gray Sandy Clay with Lime
Maximum Unit Dry Weight
Optimum Moisture
COPIES TO: 3 Above
1 City of Coppell ~'
99.8 Lbs ./o
21 · 6 Percen~
ORPORATION
82
68241
t0
Content
. Ft.
TRINITY ;I
CORPORATION
The .suits sho.~ on this report are Jar the ezclusive use o! the clien ti,ay were obtained and apply to the samples tested