PA0101-LR020912ALPHA TESTING, INC.
2209 Wisconsin St., ~ulte 100
Do#as, Tex(3s 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR
JMC CONSTRUCTION
McKINNEY, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/12102
PROJECT
COPPELL TRAIL SECTIONS
COPPELL, TEXAS
OUR REPORT NO.: 02660-3
TEST DATA:
09/12/02
09112/02
09/12~02
09/12/02
09/12/02
09/12/02
TEST LOCATION:
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
ORY DENSITY
PCF
PERCENT
COMPACTION
COMMENT
1 17.0 108 17.8 105 98 1 -C
FG 1 17.0 108 18.7 104 96 1-C
FG 1 17.0 108 17.2 104 96 1-C
FG 1 17.0 108 18.8 105 97 1-C
FG 1 17.0 108 17.9 106 98 1-C
FG 1 17.0 108 16.6 106 98 1-C
FG
I 1
1 ISIDEWALK SECTION 3 AT STATION 13+00
I 2 ISIDEWALKSECTION3ATSTATION16+O0
I 3 ISIDEWALKSECTION3ATSTATION19+00
I 4 ISIDEWALKSECTION3ATSTATION22+00
I 5 ISIDEWALKSECTION3ATSTATION25+00
/ 6 /SIDEWALKSECTION3ATSTATION28+00
/ 7 /SIDEWALK SECTION 3 AT STATION 30+00
17.0
cc: SCHRICKEL, ROLLINS AND ASSOCIATES, INC,; T
· A IN PLACE PERCENT MOISTURE AND PERCEI
El PERCENT COMPACTION DOES NOT COMPL~
C PERCENT IN PLACE MOISTURE DOES NOT C
[3 RETEST
19.3
1 FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENTTREATED
108
104
96
1-A
Geotechn/cal Engineenng · Construction Matenals Testin
~E CITY OF COPPELL
IT COMPACTION COMPLY WITH SPECIFICATIONS . ~'~
WITH SPECIFICATIONS Re~'C~fully Sub~jJJ~
! in our office) and shall not be reproduced and/or d~tributed~pt wrth express approval of ALPHA. The use
samples tested and/or observed, and are not ind~:ative of the qualrlies of apparently i~ent~cal or similar specimens
· Enw'ronmental Engineering · Consulting