Freeport NIP(1)-LR 841208 ~~ SOIL AND FOUNDATION ENGINEERING / CONSTRUCTION MA TERIALS TESTING
HOUSTON: 2055 Silber Rd., Suite IOOg (77055) Phone: 7131956-2130
-~- DALLAS: 8~&,C-N~. 'St'emm~ns-Fwy:.-Se~--Tc,;;'c;,-S-ui~-e-7-7.O-~-7-S-2-47t-)- Phc, nc: -2444634 ~. 99g--
11127 Shady Trail, Suite 106 (75229) Phone: 214/484-4731
FIELD SOIL MOISTURE - DENSITY TEST REPORT
TO Secure Resources, Tnc. DATE 12/8/84
P.O. Box 45309 Ginn, Inc. - Mr. Paul Lusk (2)
Dallas, Texas 75235
Attention: Mr. Ed Alexander
PROJECT REPORT NO. 84-631C - 14
Freeport North FIELD TEST DATA
ii SUBGRADE % OF
TEST X FILL LOCATION DRY DENSITY MOISTURE MAXIMUM
NO. LIFT NO. __ LBSJCU. FT. % DENSITY
1 2' Down, Station 10+60, Sanitary Sewer 92.8 29.4 95.7
2 Final, Station 14+00, Sanitary Sewer 102.8 21.1 100+
3 4' Down, Station 9+40, Sanitary Sewer 92.6 28.5 92.6
4 Storm Drain, Final Lift, Station 30+25 101.3 21.1 100+
5 Storm Drain, Final Lift, Station 28+00 94.6 22.4 97.5
6 Storm Drain, Sand Bedding, Station 27+00 105.6 6.9 98.9
FIELD TEST METI:IOD: [] 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
PERCENT COMPACTION REQUIRED 90.0 PERCENT
NOTE: TEST RESULTS COMPLY WITH PROJECT SPEC/FICA TIONS EXCEPT THOSE MARKED*
INSPECTOR: Tom Rickards TIME: