Freeport NIP(1)-LR 850211SOIL AND FOUNDATION ENGINE, ERING / CONSTRUCTION MATERIALS TESTING
' '""" ' '---- Houston: 2055 91ber Rd., Suite 1008 J77055J Phone: 713-956-2130
--/- Dallas: 11127 Shady Trail, Suite 106 {75229J Phone: 214-484-4731
FIELD SOIL MOISTURE - DENSITY TEST REPORT
TO S~ure Resources, Inc. DATE 2/11/85
P,O. Box 45309 cc: Ginn, Inc. - Mr. Paul Lusk (2)
Dalla., Texas 75235
p~Oj~entiont Mr. Ed Alexander REPORT NO. 84-631C- 19
Freeport North Industrial Site FmELD?IST DATA
[] 8UBQRADE M~
TE~T DRY DENSrrY MOISTURE
'NO. i~FTFiLL LOCATION LBS./CU. FT. %
1 Northpoint Drive, Station 16+00 89.3 · 31.6 94
(Storm Sewer Trench Backfill)
2 Northpoint Drive, Station 12+50 33.9 34.1 88'
3 Northpoint Drive, Station 10+00 81.9 37.6 86*
4 Royal Lane, Station 55+00 90.8 29.6 96
5 Royal Lane, Station 56+50 85.9 31.8 90
6 Sand Bedding, Royal Lane Station 58+00 107.6 8.2 I00+
7 Sand Bedding, Royal Lane Station 39+00 115.6 10,8 100+
$ Retest ~2 NOr'thpoint Drive, Station 12+70 86.1 32.4 91
9 Retest ~3 Northpoint Drive, Station 9+90 87.3 34.7 92
FLUID ~METHOD: [] VOLUMETRIC ASTM D-2107.77 [~ NUCLEAP,~I*M, D-~2.,~1 [] 8AND CONEA61'M, D,tEE&74
TYPE OF MATERtAL Gray & Tsn Sandy Clay
MAXIMUM DRY DENSITY 95 t 0 PCF OPTCMU M MOISTURE 2 4.5 PERCENT
MEl14~DOF TROT: ~) STANDARD ASTM, ~ [] MODIFIED ASTM, D-lSb'7
PERCENT COMPACTION REQUIRED ~. 0 PERCENT
NOTE: TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS EXCEPT THOSE MARKED*