Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Mixed Use Building 70-80 Main Street Queensbury NY soil compaction test report 3
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:3 : PAGE #:1 ATT'N: PROJECT: CODE 23082 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-2922 = 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 23082 FINISH GRADE FOOTING SUBGRADE: B.5/4 0 FINISH GRADE 5.3FOOTING SUBGRADE: E/5 4.0FOOTING SUBGRADE: D/6 % 103.7 #DIV/0! 6.6EXTERIOR BACKFILL: A/1 % FOOTING SUBGRADE: B.5/5 % FOOTING SUBGRADE: A/5 % 98.3 #DIV/0! PERCENT COMPACT 105.8 3 1 23082 FINISH GRADE ONSITE MATERIAL 0 FINISH GRADE FOOTING SUBGRADE: B/6 0 FINISH GRADE % 104.0 SOIL BEARING LOCATION OF TEST 105.6 MOISTURE CONTENT % %0 FINISH GRADE6 4 5 8 0 F.G. -2.50' #DIV/0!%7 0 FINISH GRADE 4.8FOOTING SUBGRADE: E/3 % 103.4 %4.8INTERIOR BACKFILL: B/WEST WALL9 0 F.G. -2.00'% 100.6 #DIV/0! %10 0 F.G. -2.00'5.1EXTERIOR BACKFILL: D.5/WEST WALL % 101.1 #DIV/0! 0.0 MAX DENSITY PCF MATERIALS LABORATORY DATA F.G. = FINISH GRADE = TOP OF FOOTING SUBGRADE PER LOCATION 3.5 97.6 2 107.6 SAND, fine/medium; trace Silt/Clay 105.06.6 1: FILE 2: 3: 4: REPORT NUMBER: MR. JOE LEUCI FOOTHILLS BUILDERS 9 MOUNTAINSIDE DRIVE QUEENSBURY, NEW YORK 12804 OUR FILE NUMBER: DAVE CASAW 04/25/23INSPECTION DATE: 100.319 #DIV/0!4.5 4.3 SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MOISTURE #DIV/0!% 103.8 FIELD COMPACTION TEST RESULTS MIXED USE BUILDING: 70-80 MAIN STREET, QUEENSBURY, NEW YORK FIELD INSPECTOR: 5: 6: % % % 101.0 #DIV/0!% MATERIAL DESCRIPTION MATERIAL SOURCE 0.0 14.2 INPLACE DRY DENSITY (PCF) % FOOTING SUBGRADE %