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Glen at Hiland meadows ILU soil compaction test report 10CONSTRUCTION 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:10 : PAGE #:1 ATT'N: PROJECT: CODE 21306 21296 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 ELLSWORTH: STRUCTURAL FILL % SAND, fine/medium; trace Silt/Clay 97.3 PERCENT COMPACT INTERIOR BACKFILL: SW CORNER, 8'N x 10'E %5.8 MOISTURE CONTENT % BEARING LOCATION OF TEST % INTERIOR BACKFILL: EXERCISE ROOM, 10'E 21296 F.G. - 2.00' INTERIOR BACKFILL: W-118, WEST WALL %0 F.G. - 3.00' 95.4 % 110.9 21296 F.G. - 2.00' INPLACE DRY DENSITY (PCF) 5.3 4.6 110.36.5 115.6 SAND, medium/fine; trace Silt/Clay; trace fine Gravel 6 INTERIOR BACKFILL: W-118, EAST WALL SOIL 2 3 1 4 5 0 F.G. - 2.00' 0 F.G. - 0.50' 9.2SOUTHEAST BUILDING CORNER: 110'N x 2'W 6.7EXTERIOR BACKFILL: W-117, WEST WALL 0 F.G. - 0.50' 7 0 F.G. - 0.50' % 9.6SOUTHEAST BUILDING CORNER: 150'N x 30'W % 112.8 #DIV/0! 8.2SOUTHEAST BUILDING CORNER: 140'N 8 0 F.G. - 0.50' %8.0SOUTHEAST BUILDING CORNER: 170'N x 30'W9 0 F.G. - 0.50'% 114.6 #DIV/0! %10 0 F.G. - 0.50'7.7SOUTHEAST BUILDING CORNER: 180'N % 112.9 #DIV/0! SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MOISTURE MAX DENSITY PCF MATERIALS LABORATORY DATA F.G. = FINISH GRADE = TOP OF FOUNDATION WALL PER LOCATION GALUSHA: STRUCTURAL FILL FOUNDATION SYSTEM BACKFILL: WELLNESS BUILDING MATERIAL DESCRIPTION MATERIAL SOURCE 0.0 12.1 13.2 107.8 REPORT NUMBER: MR. DAVID WENDTH ST. PETER'S HEALTH PARTNERS 2212 BURDETT AVENUE, 2nd FLOOR TROY, NEW YORK 12180 OUR FILE NUMBER: SCOTT ROBBINS 07/08/22INSPECTION DATE: 1075.026 1: FILE 2: 3: 4: 6: % % % 114.8 #DIV/0!% #DIV/0! #DIV/0!% #DIV/0! % % 114.0 Robert BehanRobert BehanRobert BehanRobert Behan THE GLEN AT HILAND MEADOWS ILU/WELLNESS EXPANSION: QUEENSBURY, NEW YORK FIELD INSPECTOR: 5: 112.6 #DIV/0!114.2 % 112.5 FIELD COMPACTION TEST RESULTS