Chaucer-LR 920716ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
Client: Siepiela Int. Inc., Cj0 USA Assoc., Dallas
:"haucer Puce, Coppe Texas
Project Name:
Our Report No.: 92097-3 Oate: 07/16/92
LIGHT ]3ROl~TN SAND (SP) WITH TRACE
Soil Classification:
OF CLAY
Soil I.D. Number: Test Method:
Maximum Dry Unit Weight: 116.8 pcf
11.0
Optimum Moisture Content: %
Liquid Limit 1 b-R % Plasticity Index ~-~
SAMPLE LOCATION: Natural material @ Int. of Parkway
& Tennyson F (2` below nat. grad
REPORT OF MOISTURE DENSITY
RELATIONSHIP OF SOIL
iio
U
y
~ 105
W
3
z
~ 100
0
ZERO AIR VOIDS CURVES
FOR
SPECIFIC GRAVITIES OF
751
0
MOISTURE CONTENT -
J
5 10 15 20 25 30 35 40 45
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
Client: S~ e~~ eia Int. Inc. , C,~O USA Assoc. , Dallas
~naucet F1ace, ~~oppe Texas
Project Name:
Our Report No.: 92097-4 Date: 07/16/92
LARK BRGWN SANDY CLAY JCL)
Soil Classification:
3 ASTM D-698
Soil I.D. Number: Test Method:
Maximum Dry Unit Weight: 109.5 pcf
13.7
Optimum Moisture Content: "/o
Liquid Limit 32.0 % Plasticity Index 1
SAt~'LE LOCATION: Natural material @ Int. of Parkway
& Tennyson }?l. (4' below nat. grad
REPORT OF MOISTURE DENSITY
RELATIONSHIP OF SOIL
110
U
U7
~ 105
w
3
z
~ too
}
0
ZERO AIR VOIDS CURVES
FOR
SPECIFIC GRAVITIES OF
75I
0
MOISTURE CONTENT -
5 10 15 20 25 30 35 40 45
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
//i,
(214) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR: jIEPIELA INTEREST , 1NC DATE: 07/16/92
.'O USA ASSUCIAT~.:~, iN~~ .
DALLAS, TEXAS
PROJECT
TEST DATA:
CHAUCER PLACE
COPPELL, TEXAS
OUR REPORT NO. 9209 7 --5
TEST
NO. DATE «sv•
U{rTM {o~~ ~o
Nuresp o-T~wuw
wo~{TUws wwaiwuw ~w
ewr oeN{~Tr
-Cr ~N r~wes
w01{TYe^
• ~N r~wes
pAT OtN{iTY
rt1 rsw esNT
GOMrA CTION
COMMtNT•
1 C?/16 NC; 1 "? _ 10'x _.~, 18.9 lOr~ 6 1-A
O i ib Lr-T-1 3 1 _~ _: 109 .5 19.5 105 6 1-A
3 07/lE~ Nu .. 1'_7 10`x..5 ~~2.U 104 5 1-A
4 Oi/16 L~ i~-1 ~{ 1_..~.i 109.5 1~~.8 106 7 1-A
S 07/lf~ LFT-1 3 13.7 109.5 18.9 10~ 9 1-A
6 Oiil~ N6 3 13 _/ 10`3.5 20.% 106 7 1-A
TEST LOCATION:
i 15' S_ & 15' E. OF CURB @ N.W. CORNER PARt~ DRIVE
,'_ 1 ~~' S _ & 12' E _ OF CURB @ N .W _ CORNER PARi~ DRIVE
`? LUT 22 CENTER OF LU
4 ~J i '? ~0 ' E . OF CENTER t~~F i_ ':'3T
Lr ~ Z4 10' ~~~ _ Ur CLNTE.F: nF- ~. UT
1. FILL A. TEST RESULTS COMPLY WITH SPECIFICATIONS R cMully S
2. NATURAL SUBGRADE B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ,A~~ S~
4• D. RETEST G