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New Respite Care Facility soil compaction test report 2
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:2 : PAGE #: 1 ATT'N: PROJECT: CODE 19335 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 RobertBehanRobertBehanRobertBehanRobertBehan NEW RESPITE CARE FACILITY, QUEENSBURY, NEW YORK FIELD INSPECTOR: 5: 113.5 96.1113.7 113.5 FIELD COMPACTION TEST RESULTS 106.4 #DIV/0!% DIV/0! DIV/0!% DIV/0!108.0 100.180 1: FILE 2: 3: 4: 6: 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: TONY SHAHINIAN 06/29/20INSPECTIONDATE: 12.1 118.3 DIV/0! DIV/0! 95.9 96.1 DIV/0! DIV/0! DIV/0! DIV/0! 0.0 0.0 SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MOISTURE MAX DENSITY PCF MATERIALS LABORATORY DATA F.G. = FINISH GRADE = TOP OF FOOTING SUBGRADE PER LOCATION ONSITE MATERIAL FOOTING SUBGRADE MATERIAL DESCRIPTION MATERIAL SOURCE 10 0 F.G. -1.00'10.2SWBUILDINGCORNER, 60'E, INT.% 125.7 #DIV/0! 4.5FOOTINGSUBGRADE: D/190FINISHGRADE % 109.2 #DIV/0! 4.2FOOTINGSUBGRADE: D/2.580FINISHGRADE 7 0 FINISH GRADE 3.9FOOTINGSUBGRADE: D/3.9 % 107.3 #DIV/0! 3.6FOOTINGSUBGRADE: C/4.8 2.1SOUTHEASTBUILDINGCORNER 0 FINISH GRADE 5 0 FINISH GRADE 0 FINISH GRADE 3 1 4 6 NORTHEAST BUILDING CORNER SOIL 2 113.2 19335 FINISH GRADE INPLACE DRY DENSITY (PCF) 1.3 5.119335FINISHGRADE % NORTHWEST BUILDING CORNER, 10'E 19335 FINISH GRADE SOUTHEAST BUILDING CORNER, 10'W % 96.4% SAND, medium; some fine Gravel, trace Silt/Clay 95.9 PERCENT COMPACT NORTHEAST BUILDING CORNER, 15'S %4.5 96.4 ALBANY, NEW YORK 12211 MOISTURE CONTENT 114.14.7 BEARING LOCATION OF TEST