Chicken Express-LR080520
l."~;l Information
~~. .To Build On
Engineering · Consulting · 'ft!stIng
REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL
TESTED FOR: Randy Hynes
Randy Hynes Gen. Contractor
101 Trinity View Rd.
Weatherford, TX 76087
PROJECT:
Chicken Express Restaurant
136 E. Belt Line Rd.
Coppell, TX
DATE:
May 20, 2008
PSI REPORT NO.:
341-80040-2
MAX. DRY DENSITY (PCF)
OPT. WATER CONTENT (%)
SPECIFIC GRAVITY (EST.)
TEST DATA
Brown and Gray Clay
Existing on-site material
ASTM D-698, METHOD A (STANDARD PROCTOR)
RAMMER: AUTO
102.5 LIQUID LIMIT 50
21.0 PLASTIC LIMIT 17
2.65 PLASTIC INDEX 33
% PASSING -200 69.3
VISUAL CLASSIFICATION
SAMPLE SOURCE
TEST METHOD
105.0
104.0
I ----------:------...----- -~.'-_.-------.---.-- '~
_~___--1-__~~.__~___~__~~__._____1~\__----.---~-..-
, ,
I , ,
------~~-----"-_.~---_..._--_._.."..._--_.__._-_._.._-+-~-+-------+------------
\ i
~---------+--_...__._- -.------------ --.....-------+-.. .......__.._~-, -~---
1
--~----~~-~---
u:- 103.0
o
e:.
> 102.0
!::
tJ)
z
w 101.0
c
~
c 100.0
99.0
"
, 1
'I
~--+--
1
~-~+
98.0
18.0
19.0
20.0 21.0 22.0 23.0
MOISTURE CONTENT (%)
24.0
25.0
- - - . - . Zero Air Voids Curve
REMARKS:
LAB TECH:
CC:
RESPECTFULLY SUBMITTED,
PROFESSIONAL SERVICE INDUSTRIES, INC.
Reviewed by:
REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC
Professional Service Industries, Inc. . 4087 Shilling Way. Dallas, TX 75237 . Phone 214/330-9211 . Fax 214/467-0031