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Six Flags Bobcat Roller Coaster soil compaction test report 3
CONSTRUCTION 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:3 : PAGE #:1 ATT'N: PROJECT: CODE 24224 0 LOCATION OF TESTING: ELEVATION REFERENCE:COMPACTION TEST METHOD ASTM D-6938 CO-ORDINATE REFERENCE:COMPACTION REQUIREMENTS:95.0 % TEST SOIL DEPTH OR NO. CODE ELEVATION REPORT DISTRIBUTION: GENERAL NOTES:RESPECTFULLY SUBMITTED, 1. D-1556 = SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2. D-6938 = NUCLEAR GAUGE METHOD OF TEST 3. FF = FINISH FLOOR 4. FG = FINISH GRADE 5.ROBERT BEHAN (NICET) 6.MANAGER TECHNICAL SERVICES % GRAVEL, fine; and coarse/medium Sand; trace Silt/Clay 98.9 PERCENT COMPACT FOOTING SUBGRADE: SECTION P-3 %5.8 MOISTURE CONTENTLOCATION OF TEST % FOOTING SUBGRADE: SECTION P-1 24224 FINISH GRADE FOOTING SUBGRADE: SECTION P-5 %24224 FINISH GRADE 99.8% % 139.6 24224 FINISH GRADE INPLACE DRY DENSITY (PCF) 7.2 5.4 142.36.3 3 1 4 FOOTING SUBGRADE: SECTION P-7 SOIL 2 BEARING 7.5FOOTING SUBGRADE: SECTION P-9 0 F.G. - 1.00' 5 24224 FINISH GRADE 24224 FINISH GRADE 6 7 0 F.G. - 2.50' % 4.1INTERIOR BACKFILL: B.5/1 % 110.1 #DIV/0! 5.8FOOTING SUBGRADE: SECTION P-9 FOOTING SUBGRADE %F.G. - 1.50'7.0INTERIOR BACKFILL: SE BLD CORNER, 15'S % 107.2 #DIV/0! %7.2INTERIOR BACKFILL: SW BLD CORNER, 25'NF.G. - 1.50'% 106.9 REPORT NUMBER: MR. MIKE WILLIGAN ROZELL INDUSTRIES 129 PARK ROAD QUEENSBURY, NEW YORK 12804 OUR FILE NUMBER: SCOTT ROBBINS 12/11/23INSPECTION DATE: 6.2 142.6 0.0 SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MOISTURE MAX DENSITY PCF MATERIALS LABORATORY DATA 574.047 1: FILE 2: 3: 4: 6: % % % F.G. = FINISH GRADE = TOP OF FOOTING SUBGRADE PER LOCATION BORROW: PALLETTE: ITEM-4 MATERIAL DESCRIPTION MATERIAL SOURCE 10 0 9 0 #DIV/0! 3.9INTERIOR BACKFILL: C.5/1 Robert BehanRobert BehanRobert BehanRobert Behan BOBCAT ROLLER COASTER: SIX FLAGS GREAT ADVENTURE: QUEENSBURY, NEW YORK FIELD INSPECTOR: 5: 140.2 99.4141.8 % 141.1 FIELD COMPACTION TEST RESULTS 110.6 #DIV/0!% 97.9 98.3% #DIV/0! % % 140.2 8 0 F.G. - 2.50'