Town Center L1B3-LR 980720 lj,e'~. ~]I Information
'"~ ~.To Build On
REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL
TESTED FOR: MIK~ MORGAN PROJECT: COPPELL TOWN CENTER
LEE LEWIS CONSTRUCTION COPPEL, TX
16660 NORTH DALLAS PARKWAY
DALLu%S, TX 75248
DATE: July 20, 1998 OUR REPORT NO.: 341-80053-2
TEST DATA
I ':~:.'~ .... II I I Visual Classirmation S.a2a:)¥ BRONN (3~Y ~ TAN CLAY
I
Sample Source N&Tb'R~ GROtJ'ta:)
· .~:-~-/-:-. Method of Test ASTM D698
~1 I Test Results Rammer: Manual Method of Preparation: Dry
117 t I Maximum Dry Density 113.5 lbs/fi:
---.~-_-~-- Optimum Moisture Content 14. o %
U.
~ I Attsrberg Limits (ASTM 04318-93)
~ ,, I LL:--- PL:--- PI: Specific Gravity: 2.65 (estimate)
113 ---: .r' ~ : '
a.' ,~. g,-' .... ' I '"". I '" Grain Size Analysis
· - i (ASTM C136-93 AND/OR Cl17-90)
~, ____~_ SievePement
Size Passing
· o,.,=~ ~o, __..: -~- :- :-----r--I .~ _~ ,'",,,x,,.N ,I _
C) 105
· _
..... -4- ~-~t'--' - ~ .............. -=--~'---
'1
I
.I- I
10 12 14 16 18 20 22 24
MOISTURE CONTENT, PERCENT OF DRY WEIGHT.
REMARKS: Respectfully submitted,
Professional Service Industries, Inc.
~ M~Y NOT ~E R~I:~IXIP..ED, EXCEPT IN FULL, WITHOUT WRffTEN P~IlSla$10N BY PROFEa~IOI~I. ~ INDUSTRIES. INC.
Professional Service Industries, Inc. · 4087 Shilling Way · Dallas, TX 75237 · Phone 214/330-9211 · Fax 214/263-2612
Information
.To Build On
REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL
TESTED FOR: MIKE MORGAN PROJECT: COPPELL TOWN CENTER
LEE LEWIS CONSTRUCTION COPPEL, TX
16660 NORTH DALLAS PARKWAY
DALLAS, TX 75248
DATE: July 20, 1998 OUR REPORT NO.: 341-80053-3
............ TEST DATA
I il, Visual Classification BROWN SANDY CLAY
123 _ __ Sample Soume NATURAL GROUND
.___._.__4. -= Method of Test ASTM D698
Z Test Results Rammer: Manual Method of Preparation: Dry
~l 119 Maximum Dry Density 115.5 lbs/fi;
u.O : ':~----- ..... Optimum Moisture Content 13.5 % ..........
'~- ' i
Afferberg Limits (ASTM D4318-93)
~ ~ ---_.-~_~ ,-, r -- LL:.----PL:--- Pi: , ~-r .Spe~ificGravity: 2.65 (estimate)
~ 115 I :- ',,,, I I ' i I I Grain Size Analysis
- (ASTM C136-93 AND/OR C117-90)
I'
' l! i Sieve Percent
-- ;/ ~ Size Passing
'
n 107-
99 -- ,. - - '--'
9 11 13 15 17 19 21 23 .: .
'..: :- " MOISTURE CONTENT, PERCENT ,OF DRY WEIGHT
REMARKS: '- :i '~' ' .... : .... ' ..... ' .... ~' Respectfully submit-ed,
· .. .. ' : Professional Serwce Industries, Inc.
REPORTS MAY NOT BE REPROGUCED. EXCEPT IN FU~L. WITHOUT 1MMTTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC.
~-too-I mF Professional Service Industries, Inc. · 4087 Shilling Way · Dallas, TX 75237 · Phone 214/330-9211 · Fax 214/263-2612
Information
.To Build On
F-nL~.mm,'f,~ ·Cmm:- ~'.. · 1bering
REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL
TESTED FOR: MIKE MORGAN PROJECT: COPPELL TOWN CENTER
LEE LEWIS CONSTRUCTION COPPEL, TX
16660 NORTH DALLAS PARKWAY
DALLAS, TX 75248
DATE: July 20, 1998 OUR REPORT NO.: 341-80053-2
..... --' . ................................................ --- ..~ J -._ L_-- ._
TEST DATA
- I I lull? VisualClassification SANDY BROWN GRAY AND TAN CLAY
121 I1 Sample Soume NATURAL GROUND
_[!_____ Method of Test ASTM D698
Rammer: Manual Method of Preparation: Dry
. Test Results
~) 117 1 __ j Maximum Dry Density 113.5 lbs/fi;
O ~::' :-:--J_[: I -- Optimum Moisture Content 14. o %
I J T-, I Atterberg Limits (ASTM D4318-93)
- , I I ;'~-~--- ~ I ' LL: --- PL: --- PI: --- Specific Gravity: 2.65 (est±mate)
~ 113 | ~.;:::.;:..:.::;Jd;!;i~::::-*~..;_~ /
:-----q-'.::::::l'.lllllllllllllllllllllllllllllllllllllll:llllll:~.'. ~lll I ! i (ASTM C136-93 AND/OR Cl17-90)
. ....................... ;[:?: ................................... ~__ _ , __
/~H I I ~' i'-'[:---4'- I ~ ............... J{- -7 ~ Sieve Percent
- '__]_L I I--'-!i "f::--:- · ~--::---, - I ~ il_I__ Size Passing
lO9 ....
-- ' ':r--- 1. ' -.-~--- J--I-I-;
e) ' --H:-~- ---~-- - ' ·
= -=...: ,, i-Id,-.
- ' I I'. ' "._ii_I II ' I: /
"' -~- -
13 105
'
·
........ -~-:
---~. :
' ~ t' --'r- ....... , -'~ -~,--t-?-~ --'*~--f~-i-*---I-k~-'~' '
lol
10 12 14 16 18 20 22 24
MOISTURE CONTENT, PERCENT OF DRY WEIGHT
REMARKS: Respectfully submitted,
Professional Service Industries, Inc.
REPORT8 I~y NOT BE REPROOUCED, EXCEPT IN ~q&, ~MT~JT WRITTEN PERMISSION BY PflO4=ES$1ONAL SERVICE INDUSTRIES, INC.
A-~-~ (2)~ Professional Service Industries, Inc. · 4087 Shilling Way ° Dallas, TX 75237 ° Phone 214/330-9211 · Fax 214/263-2612