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Gross Electric Queensbury soil compaction test report 1
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:1 : PAGE #:1 ATT'N: PROJECT: CODE 21635 0 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 Robert BehanRobert BehanRobert BehanRobert Behan GROSS ELECTRIC: BIG BAY ROAD, QUEENSBURY, NEW YORK FIELD INSPECTOR: 5: 106.7 96.9108.1 % 107.7 FIELD COMPACTION TEST RESULTS 97.4 % 97.6 95.6% 95.1 % 1: FILE 2: 3: 4: 6: REPORT NUMBER: MR. TIMOTHY BARBER JAG INDUSTRIES, INC. 175 BROAD STREET, SUITE 320 GLENS FALLS, NEW YORK 12801 OUR FILE NUMBER: MIKE MARQUETTE 01/24/22INSPECTION DATE: 813.038 11.9 111.6 % % % 108.7 SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MOISTURE MAX DENSITY PCF MATERIALS LABORATORY DATA F.G. = FINISH GRADE = TOP OF FOUNDATION WALL PER LOCATION FOUNDATION SYSTEM BACKFILL MATERIAL DESCRIPTION MATERIAL SOURCE %10 21635 F.G. - 1.00'6.9INTERIOR BACKFILL: E/9 % 109.8 98.4 %5.7INTERIOR BACKFILL: B/99 21635 F.G. - 2.00'% 107.7 96.5 7 21635 F.G. - 2.00' 5.6INTERIOR BACKFILL: A/98 21635 F.G. - 2.00' 6 % 106.1 % 5.3INTERIOR BACKFILL: A/7 % 109.2 97.8 5 21635 F.G. - 3.00' 4.8INTERIOR BACKFILL: A/5 4.4INTERIOR BACKFILL: A/9 21635 F.G. - 3.00' SOIL BEARING 3 4 1 21635 F.G. - 3.00' 2 SAND, medium/fine; trace Silt/Clay; trace fine Gravel 0.0 21635 F.G. - 3.00' INTERIOR BACKFILL: C/9 21635 F.G. - 2.00' LOCATION OF TEST 4.9 5.1 INTERIOR BACKFILL: E/5 % % 108.95.6 INTERIOR BACKFILL: E/9 % 96.5 5.5 % ONSITE MATERIAL PERCENT COMPACT 97.0 INPLACE DRYMOISTURE 21635 F.G. - 2.00' INTERIOR BACKFILL: E/7 DENSITY (PCF) % 0.0 CONTENT % 108.2