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Tidal Wave Auto Spa Queensbury soil compaction test report 5 11_01_2022CONSTRUCTION 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:5 : PAGE #:1 ATT'N: PROJECT: CODE 22138 22216 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 TIDAL WAVE AUTO SPA: 708 QUAKER ROAD, QUEENSBURY, NEW YORK FIELD INSPECTOR: 5: 137.7 4.8 PAVEMENT SUBGRADE FIELD COMPACTION TEST RESULTS F.G. = FINISH GRADE = TOP OF PAVEMENT SUBGRADE PER LOCATION SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MOISTURE MAX DENSITY PCF MATERIALS LABORATORY DATA MATERIAL DESCRIPTION MATERIAL SOURCE 8.8 1: FILE 2: 3: 4: 6: % % % 110.4 #DIV/0!% 97.3 96.1% 98.0 % Robert BehanRobert BehanRobert BehanRobert Behan % 114.2 #DIV/0! % 140.4 6 REPORT NUMBER: MR. DANIEL RODRIGUEZ FERRANDINO & SONS, INC. 71 CAROLYN BLVD. FARMINGDALE, NEW YORK 11735 OUR FILE NUMBER: MIKE MARQUETTE 10/31/22INSPECTION DATE: 100.293 5.7LOT SOUTHWEST CORNER9 0 F.G. - 1.00' 7 22138 FINISH GRADE 3.9NORTHWEST BUILDING CORNER, 10'S x 10'W 97.1 % 22138 6.4 %10 0 F.G. - 3.00'4.1EXTERIOR BACKFILL: NE BUILDING CORNER, 15'S % 104.4 #DIV/0! 5.5BUILDING PAD SOUTHWEST CORNER8 0 F.G. - 1.00' % 3 4 5 % 139.1 2 SOIL BEARING 22216 1 22216 NORTHWEST BUILDING CORNER, 5'S x 40'W FINISH GRADE 2.7SOUTHWEST BUILDING CORNER, 100'N x 8'W 3.0SOUTHWEST BUILDING CORNER, 50'N x 5'W 22138 FINISH GRADE F.G. - 0.50' F.G. - 0.50' 128.2 SAND, medium/fine; some fine Gravel; trace Silt/Clay % 124.7 143.3 CRUSHED STONE sized as: GRAVEL, fine; and m/c Sand; trace Silt/Clay 5.3 7.8 125.2 % % INPLACE DRY DENSITY (PCF) 22216 22216 F.G. - 0.50' F.G. - 0.50' LOCATION OF TEST % MOISTURE CONTENT % 122.95.9 BORROW: CRUSHER RUN PERCENT COMPACT 95.9 % SOUTHWEST BUILDING CORNER, 50'N x 80'W SOUTHWEST BUILDING CORNER, 70'N x 30'W NORTHWEST BUILDING CORNER, 20'S x 85'W 123.7 97.7 ONSITE MATERIAL 96.5 %