Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Tidal Wave Auto Spa Queensbury 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 22138 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 % PREP BAY ENTRANCE, 2'N x 5'W PREP BAY ENTRANCE, 8'N x 2'W EQUIPMENT ROOM, CENTER 137.1 95.3 95.7 % % MOISTURE CONTENT % 137.24.2 BORROW: CRUSHER RUN PERCENT COMPACT 95.7 % 125.4 143.3 CRUSHED STONE sized as: GRAVEL, fine; and medium/coarse Sand; trace Silt/Clay 8.1 3.7 136.6 % % INPLACE DRY DENSITY (PCF) 22138 0 FINISH GRADE FINISH GRADE LOCATION OF TEST % 111.9 2 SOIL BEARING 22138 1 22138 NORTHWEST BUILDING CORNER FINISH GRADE 5.2BUILDING PAD NORTHEAST CORNER 16.0SOUTHEAST BUILDING CORNER 0 F.G. - 1.00' FINISH GRADE FINISH GRADE 6.4 %10 0 F.G. - 3.00'4.1EXTERIOR BACKFILL: NE BUILDING CORNER, 15'S % 104.4 #DIV/0! 5.5BUILDING PAD SOUTHWEST CORNER8 0 F.G. - 1.00' % 3 4 5 5.7LOT SOUTHWEST CORNER9 0 F.G. - 1.00' 7 0 F.G. - 1.00'3.0BUILDING PAD SOUTHEAST CORNER #DIV/0!% 0 REPORT NUMBER: MR. DANIEL RODRIGUEZ FERRANDINO & SONS, INC. 71 CAROLYN BLVD. FARMINGDALE, NEW YORK 11735 OUR FILE NUMBER: SCOTT ROBBINS 09/28/22INSPECTION DATE: 100.293 1: FILE 2: 3: 4: 6: % % % 110.4 #DIV/0!% #DIV/0! #DIV/0!% #DIV/0!% Robert BehanRobert BehanRobert BehanRobert Behan % 114.2 #DIV/0! % 111.2 6 TIDAL WAVE AUTO SPA: 708 QUAKER ROAD, QUEENSBURY, NEW YORK FIELD INSPECTOR: 5: 111.7 3.8 SLAB ON GRADE SUBGRADE FIELD COMPACTION TEST RESULTS F.G. = FINISH GRADE = TOP OF SLAB SUBGRADE PER LOCATION SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MOISTURE MAX DENSITY PCF MATERIALS LABORATORY DATA MATERIAL DESCRIPTION MATERIAL SOURCE