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New Respite Care Facility soil compaction test report 3CONSTRUCTION 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:3 : PAGE #: 1 ATT'N: PROJECT: CODE 19335 19673 0 0 LOCATION OF TESTING: ELEVATION REFERENCE:COMPACTION TEST METHOD ASTM D-6938 CO-ORDINATE REFERENCE:COMPACTION REQUIREMENTS:95.0 %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 ALBANY, NEW YORK 12211 MOISTURE CONTENT 139.03.0 PECKHAM: CRUSHER RUN BEARING LOCATION OF TEST 97.3% SAND, medium; some fine Gravel, trace Silt/Clay 98.6 PERCENT COMPACT WEST LOT, SOUTHEAST CORNER %3.1 97.3DRIVEWAYTOWESTLOT, CENTER 19673 FINISH GRADE WEST LOT, NORTHWEST CORNER % 139.4 19673 FINISH GRADE INPLACE DRY DENSITY (PCF) 3.3 2.419673FINISHGRADE 142.9 CR STONE sized as: GRAVEL, fine; and m/c Sand; trace Silt/Clay 6 HORSESHOE DRIVEWAY, CENTER SOIL 2 3 1 4 5 19673 FINISH GRADE 19673 FINISH GRADE 3.6FOOTINGSUBGRADE: C/4.8 3.7HORSESHOEDRIVEWAY, NORTH END 0 FINISH GRADE 7 0 FINISH GRADE 3.9FOOTINGSUBGRADE: D/3.9 % 107.3 #DIV/0! 4.2FOOTINGSUBGRADE: D/2.580FINISHGRADE 4.5FOOTINGSUBGRADE: D/190FINISHGRADE % 109.2 #DIV/0! 10 0 F.G. -1.00'10.2SWBUILDINGCORNER, 60'E, INT.% 125.7 #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 ONSITE MATERIAL PAVEMENT SUBGRADE MATERIAL DESCRIPTION MATERIAL SOURCE 0.0 6.9 0.0 12.1 118.3 DIV/0! DIV/0! 98.6 97.8 97.6 98.0 DIV/0! DIV/0! DIV/0! REPORT NUMBER: MR. TIMOTHY BARTLETT UNITED CEREBRAL PALSY ASSOCIATION OF THE TRI-COUNTIES C/O CENTER FOR DISABILITY SERVICES, INC. 22 CORPORATE WOODS BOULEVARD, 5th FLOOR OUR FILE NUMBER: DAVE CASAW 11/12/20INSPECTIONDATE: 100.180 1: FILE 2: 3: 4: 6: 106.4 #DIV/0!% 97.6 98.0% DIV/0!108.0 RobertBehanRobertBehanRobertBehanRobertBehan NEW RESPITE CARE FACILITY, QUEENSBURY, NEW YORK FIELD INSPECTOR: 5: 140.1 97.8139.8 140.9 FIELD COMPACTION TEST RESULTS