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Glen at Hiland meadows ILU soil compaction test report 12
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:12 : 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 ELLSWORTH: STRUCTURAL FILL % SAND, fine/medium; trace Silt/Clay 98.6 PERCENT COMPACT LOT WEST ENTRANCE: 40'S x 40'W %2.8 MOISTURE CONTENT % BEARING LOCATION OF TEST % LOT WEST ENTRANCE: 10'S x 10'W 21445 FINISH GRADE LOT WEST ENTRANCE: 90'S %21445 FINISH GRADE 97.5 % 138.1 21445 FINISH GRADE INPLACE DRY DENSITY (PCF) 2.9 2.5 138.63.2 142.1 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 LOT WEST ENTRANCE: 80'S x 50'W SOIL 2 3 1 4 5 21445 FINISH GRADE 21445 FINISH GRADE 2.5LOT WEST ENTRANCE: 30'N x 25'E ( ROADWAY ) 3.1LOT WEST ENTRANCE: 75'S x 100'W 21445 FINISH GRADE 7 21445 FINISH GRADE % 3.4LOT WEST ENTRANCE: 35'N x 75'E ( ROADWAY )% 137.4 96.7 3.1LOT WEST ENTRANCE: 125'N ( ROADWAY )8 21445 FINISH GRADE %3.3ASSEMBLY AREA, 5'S x 5'W9 0 FINISH GRADE % 140.3 #DIV/0! %10 0 FINISH GRADE 3.5ASSEMBLY AREA, 8'S x 10'W % 138.4 #DIV/0! SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MOISTURE MAX DENSITY PCF MATERIALS LABORATORY DATA F.G. = FINISH GRADE = TOP OF PAVEMENT SUBGRADE PER LOCATION GALUSHA: STRUCTURAL FILL PARKING LOT PAVEMENT SUBGRADE MATERIAL DESCRIPTION MATERIAL SOURCE BORROW: CRUSHER RUN 0.0 12.1 6.6 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 10/12/22INSPECTION DATE: 1075.026 1: FILE 2: 3: 4: 6: % % % 141.3 99.4 % 97.2 96.3% 97.2 % % 138.1 Robert BehanRobert BehanRobert BehanRobert Behan THE GLEN AT HILAND MEADOWS ILU/WELLNESS EXPANSION: QUEENSBURY, NEW YORK FIELD INSPECTOR: 5: 136.9 100.0142.3 % 140.1 FIELD COMPACTION TEST RESULTS