Stoneleigh P1-LR 980922PROJECT
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RRST WORTHING COMPANY
DALLAS, TEXAS
STONELEIGH AT RIVERCHASE
COPPELL, TEXAS
REPORT OF FIELD
6
COMPACTION TESTS
DATE
9/22/98
97060 -289
TEST DATA:
OUR REPORT NO.
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAMUM LAS
IO
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Ir! PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT*
350
9/22/98
FG
1
12.8
116.3
14.2
112
96
1 -A
1. FILL
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE
S. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFCATIONS
3. LIME STABILQED
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED
D. RETEST
I
II . m
r
G
A ESTI tC
GeotecN'* - Englneeft t Comkichon Mat i cis Testing ■ EnOonmentd Engbee ft a Conv frnng