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Six Flags Bobcat Roller Coaster sample 24224 max density determinationCONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.& T.S., INC. 4 William Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Email: constructiontech@live.com CLIENT: ROZELL INDUSTRIES REPORT DATE: 12/06/23 129 PARK ROAD SAMPLE NUMBER: 24224 QUEENSBURY, NEW YORK 12804 OUR FILE NUMBER: 574.047 LAB TECHNICIAN: BOB BEHAN ATT'N: MR. MIKE WILLIGAN PROJECT: BOBCAT ROLLER COASTER: SIX FLAGS GREAT ADVENTURE: QUEENSBURY, NEW YORK REPORT OF MOISTURE / DENSITY RELATION OF SOILS ::: PROCTOR MATERIAL SOURCE: BORROW: PALLETTE: ITEM-4 MATERIAL DESCRIPTION: GRAVEL, fine; and coarse/medium Sand; trace Silt/Clay PROCTOR METHOD: ASTM D-1557: MODIFIED EFFORT GRADATION METHOD: ASTM D-1140 / D-422: WASHED +3/4" CORRECTION: 142.6 PCF MAXIMUM DENSITY 139.4 PCF OPTIMUM MOISTURE 6.2 % GRADATION SIEVE PERCENT SPECIFICATION SIZE PASSING ALLOWANCE 4" 3" 2 1/2" 2" 1 I/2" 100.0 1 " 97.3 3/4" 87A 1/2" 72.7 3/8" 65.3 1/4" 53.0 #4 47.1 1/8" #8 34.5 #10 #16 27.0 #20 #30 22.2 #40 20.4 #50 18.5 #60 16.6 #80 #100 12.7 #140 #200 9.7 144 143 142 to z W 0 W 141 0 140 a. 139 a 138 137 136 4 2 ZERO AIR VOIDS CURVE: 2.72 SPECIFIC GRAVITY 3 4 5 6 7 8 9 10 MOISTURE CONTENT::: PERCENT DRY WEIGHT REPORT DISTRIBUTION: GENERAL NOTES: Respectfully, 1: CONSTRUCTION TECHNOLOGY 2: 3: A..4tf 161W n 4: ROBERT BEHAN, (NICET) 5: MANAGER TECHNICAL SERVICES