Freeport NIP(1)-LR 841011 SOIL AND FOUNDATION ENGINEERING / CONSTRUCTION MA TERIALS TESTING
HOUSTON: 2055 Silber Rd., Su/te 1008 (77055) Phone: 713/956-2130
_~- DALLAS: 8585 N. Stemrnons Fwy. South Tower, Suite 770 (75247) Phone: 214/631-4990
FIELD SOIL MOISTURE - DENSITY TEST REPORT
TO Secure Resources, Inc. DATE 10-11-84
P.O. Box 45309
Dallas, Texas 75235 cc: Ginn Inc., - Paul Lusk
Attention: Mr. Ed Alexander
PROJECT Coppell REPORT NO. 84-631C-1
Freeport North Industrial Site FIELD TEST DATA
% OF
[] SUBGRADE DRY DENSITY MOISTURE MAXIMUM
TEST ~ FILL LOCATION LBS./CU. FT.
NO. LIFT NO. __ DENSITY
Red Sandy Clay Sta: 27 + 50
1 Lift 2 Backfill of 72" Storm Sewer 100.9 21.2 104.0
Red Sandy Clay Sta: 22 + 50
2 Lift 2 Backfill of 72" Storm Sewer 99 21.5 102.0
Sta.' 17 + 50
3 Lift 1 Sand Bed Backfill of 72" Storm Sewer 108.2 7.3 N/A
Sta. 12 + 50
4 Lift 1 Sand Bed Backfill of 72" Storm Sewer 103 5.6 N/A
FIELD TEST METHOD: [] VOLUMETRIC ASTM D-2167-77 ]~ NUCLEAR ASTM, D-2922-81 [] SAND CONE ASTM, D.155C~74
TYPE OFMATERIAL Red to tan sandy clay & sand
MAXIMUM DRY DENSITY 96.5 PCF OPTIMUM MOISTURE 24 PERCENT
METHOD OF TEST: [D~STANDARD ASTM, D-698 [] MODIFIED ASTM, D-1557
90% to 95%
PERCENT COMPACTION REQUIRED PERCENT
"NOTE: TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS EXCEPT THOSE MARKED*
INSPECTOR: Jim Vermillion TIME: 3 Hrs