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Glen at Hiland meadows ILU soil compaction test report 11
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:11 : PAGE #:1 ATT'N: PROJECT: CODE 21306 21296 21445 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 THE GLEN AT HILAND MEADOWS ILU/WELLNESS EXPANSION: QUEENSBURY, NEW YORK FIELD INSPECTOR: 5: 138.2 97.7138.8 % 137.9 FIELD COMPACTION TEST RESULTS 139.6 98.2 % 99.5 97.3% 98.2 % % 139.5 1075.026 1: FILE 2: 3: 4: 6: % % % REPORT NUMBER: MR. DAVID WENDTH ST. PETER'S HEALTH PARTNERS 2212 BURDETT AVENUE, 2nd FLOOR TROY, NEW YORK 12180 OUR FILE NUMBER: SCOTT ROBBINS 09/09/22INSPECTION DATE: 13.2 107.8 BORROW: CRUSHER RUN 0.0 12.1 6.6 SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MOISTURE MAX DENSITY PCF MATERIALS LABORATORY DATA F.G. = FINISH GRADE = TOP OF SIDEWALK SUBGRADE PER LOCATION GALUSHA: STRUCTURAL FILL SIDEWALK SUBGRADE MATERIAL DESCRIPTION MATERIAL SOURCE %10 21445 FINISH GRADE 3.5ASSEMBLY AREA, 8'S x 10'W % 138.4 97.4 %3.3ASSEMBLY AREA, 5'S x 5'W9 21445 FINISH GRADE % 140.3 98.7 3.6TERRACE NORTH ENTRANCE, 375'N8 21445 FINISH GRADE 7 21445 FINISH GRADE % 3.4TERRACE NORTH ENTRANCE, 325'N % 140.2 98.7 2.7TERRACE NORTH ENTRANCE, 275'N 2.5TERRACE NORTH ENTRANCE, 225'N 21445 FINISH GRADE 5 21445 FINISH GRADE 21445 FINISH GRADE 3 1 4 142.1 CR STONE SIZED AS: GRAVEL, fine; and c/m Sand; tr Silt/Clay 115.6 SAND, medium/fine; trace Silt/Clay; trace fine Gravel 6 TERRACE NORTH ENTRANCE, 175'N SOIL 2 % 141.4 21445 FINISH GRADE INPLACE DRY DENSITY (PCF) 3.1 3.6 140.23.1 % TERRACE NORTH ENTRANCE, 25'N 21445 FINISH GRADE TERRACE NORTH ENTRANCE, 125'N %21445 FINISH GRADE 98.7 MOISTURE CONTENT % BEARING LOCATION OF TEST ELLSWORTH: STRUCTURAL FILL % SAND, fine/medium; trace Silt/Clay 97.0 PERCENT COMPACT TERRACE NORTH ENTRANCE, 75'N %2.8