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Pine View Cemetery soil compaction test report 2CONSTRUCTION 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 21219 0 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 21219 F.G. - 1.50' EXTERIOR BACKFILL: EAST WALL, CENTER 21219 F.G. - 1.50' 3.2INTERIOR BACKFILL: SW BUILDING CORNER 1.8INTERIOR BACKFILL: SE BUILDING CORNER MOISTURE CONTENT % 138.92.8 PERCENT COMPACT % INTERIOR BACKFILL: NW BUILDING CORNER % 95.1 95.3137.2 96.5 3.9 3.1 PECKHAM HUDSON FALLS 21219 F.G. - 1.50' INTERIOR BACKFILL: WEST WALL, CENTER 21219 F.G. - 1.50'% INTERIOR BACKFILL: NE BUILDING CORNER 143.9 CR STONE: sized as: SAND, c/m; and fine Gravel; trace Silt/Clay % 141.9 INPLACE DRY 136.8 5.3 FIELD COMPACTION TEST RESULTS F.G. = FINISH GRADE = TOP OF FOUNDATION WALL LOCATION OF TEST 2 SOIL BEARING 3 21219 F.G. - 1.50' PER LOCATION 1 4 21219 F.G. - 0.75' 5 21219 F.G. - 1.50'6 % 137.0 % 139.2 96.7 % 95.2 % 3.6INTERIOR BACKFILL: NW BUILDING CORNER 2.9INTERIOR BACKFILL: NE BUILDING CORNER 8 21219 F.G. - 0.75' 7 %4.1INTERIOR BACKFILL: WEST WALL, CENTER9 21219 F.G. - 0.75'% 138.5 96.2 %10 21219 F.G. - 0.75'3.1INTERIOR BACKFILL: SW BUILDING CORNER % 136.8 95.1 % FOUNDATION SYSTEM BACKFILL % SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MOISTURE MAX DENSITY PCF MATERIALS LABORATORY DATA MATERIAL DESCRIPTION MATERIAL SOURCE 0.0 0.0 6.3 98.6 95.1% 136.8 DENSITY (PCF) OUR FILE NUMBER: DAVE CASAW 06/15/21INSPECTION DATE: 100.224 1: FILE 2: 3: 4: REPORT NUMBER: MS. CONNIE GOEDERT TOWN OF QUEENSBURY 742 BAY ROAD QUEENSBURY, NEW YORK 12804 FIELD INSPECTOR: 5: 6: % % % 138.1 96.0 % PINE VIEW CEMETERY MAINTENANCE GARAGE: QUEENSBURY, NY 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 #:2 ATT'N: PROJECT: CODE 21219 0 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 2: 3:Robert BehanRobert BehanRobert BehanRobert Behan4: 5: 6: % 136.8 #DIV/0!% 1: FILE 20 0 F.G. - 0.75' INTERIOR BACKFILL: SW BUILDING CORNER 3.1 4.1 % 138.5 #DIV/0!% % 138.1 #DIV/0!% 19 0 F.G. - 0.75' INTERIOR BACKFILL: WEST WALL, CENTER 18 0 F.G. - 0.75' INTERIOR BACKFILL: NW BUILDING CORNER 3.6 2.9 % 137.0 #DIV/0!% % 139.2 #DIV/0!% 17 0 F.G. - 0.75' INTERIOR BACKFILL: NE BUILDING CORNER 16 0 F.G. - 1.50' INTERIOR BACKFILL: SW BUILDING CORNER 3.2 1.8 % 136.8 #DIV/0!% % 141.9 #DIV/0!% 15 0 F.G. - 1.50' INTERIOR BACKFILL: SE BUILDING CORNER 14 0 F.G. - 1.50' INTERIOR BACKFILL: WEST WALL, CENTER 5.3 3.9 % 137.2 #DIV/0!% % 136.9 95.1 % 13 0 F.G. - 1.50' INTERIOR BACKFILL: NW BUILDING CORNER 12 21219 F.G. - 0.75' EXTERIOR BACKFILL: EAST WALL, CENTER 3.0 3.4 % 137.1 95.3 % BEARING LOCATION OF TEST CONTENT DENSITY (PCF) COMPACT 11 21219 F.G. - 0.75' INTERIOR BACKFILL: SE BUILDING CORNER FIELD COMPACTION TEST RESULTS FOUNDATION SYSTEM BACKFILL F.G. = FINISH GRADE = TOP OF FOUNDATION WALL PER LOCATION SOIL MOISTURE INPLACE DRY PERCENT 0.0 0.0 MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 6.3 143.9 CR STONE: sized as: SAND, c/m; and fine Gravel; trace Silt/Clay PECKHAM HUDSON FALLS FIELD INSPECTOR: DAVE CASAW MS. CONNIE GOEDERT PINE VIEW CEMETERY MAINTENANCE GARAGE: QUEENSBURY, NY SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA TOWN OF QUEENSBURY REPORT NUMBER: 742 BAY ROAD INSPECTION DATE: 06/15/21 QUEENSBURY, NEW YORK 12804 OUR FILE NUMBER: 100.224