Freeport NIP(1)-LR 841212 ~ SOIL AND FOUNDATION ENGINEERING / CONSTRUCTION MATERIALS TESTING
HOUSTON: 2055 Silber Rd.. Suite IOOB (77055) Phone: 7131956-2130
-? DALLAS: '85'a5-/~.-STez,,,iu,~'F~. $uu~h ~at~e-Tffft'7'5~'4'~-'ftra~..-2'/-~ 163
11127 Shady Trail, Suite 106 (75229) Phone: 214/48/4-/4731
FIELD SOIL MOISTURE - DENSITY TEST FIEPORT
TO Secure Resources, Tnc. DATE 12/12/8/4
P.O. Box /45309 cc: Ginn, Inc. - Mr. Paul Lusk (2)
Dallas, Texas 75235
Attention: Mr. Ed Alexander
PROJECT REPORT NO. 84-631C - 15
Freeport North FIELD TEST DATA
~ SUBGRADE % OF
TEST ~: FILL LOCATION DRY DENSITY MOISTURE MAXIMUM
NO. LIFT NO. LBSJCU. FT. % DENSITY
1 Sanitary Sewer, Lift 1, Station 1+90 89.0 24.6 91.7
2 Sanitary Sewer, 3' Down, Station 3+40 87.1 20.2 90.0
3 96" Storm Drain, Station 26+00 91.8 2/4.3 95.0
4 Off-site Storm Drain #1, Station 19+00 89.4 30.6 92.2
5 Off-site Storm Drain #1, Station 25+00 102.4 17.7 100+
FIELD TEST METHOD: [] VOLUMETRIC ASTM D-2167-77 ~ NUCLEAR ASTM, D-2922-81 [] SAND CONE ASTM, D.155~74
TYPE OF MATERIAL Tan Clay
MAXIMUM DRY DENSITY 97.0 PCF OPTIMUM MOISTURE 23.8 PERCENT
METHOD OF TEST: [] STANDARD ASTM, D-698 [] MODIFIED ASTM, D-1557
90.0
PERCENT COMPACTION REQUIRED PERCENT
NOTE: TEST RESUL TS COMPLY WITH PROJECT SPECIFICATIONS EXCEPT THOSE MARKED*
Tom Rickards 2 hours
INSPECTOR: TIME: