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2ADK Storage Solutions Queensbury NY concrete core sample 24594 compression test2
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: 1 2 3 CONCRETE PLACEMENT DATE: 06/11/24 5/14/2023 CORE EXTRACTION DATE: 07/15/24 LABORATORY SPECIMEN I.D. #: 1 2 3 COMPRESSION TEST DATE:07/17/24 07/17/24 07/17/24 CONCRETE AGE @ TEST DATE: ( DAYS )36 +36 +36 + ORIGINAL CORE HEIGHT: ( INCHES ) 5.50 5.50 5.50 TRIMMED CORE HEIGHT: ( INCHES ) 5.00 5.00 4.75 CAPPED CORE HEIGHT: ( INCHES ) 5.13 5.13 4.88 CORE DIAMETER: ( INCHES ) 3.75 3.75 3.75 HEIGHT / DIAMETER RATIO: ( H/D ) 1.37 1.37 1.30 CROSS SECTIONAL AREA: ( SQ. IN. ) 11.04 11.04 11.04 SPECIMEN WEIGHT: ( POUNDS ) 4.29 4.40 4.16 CONCRETE UNIT WEIGHT: ( P.C.F. ) 134.27 137.67 136.99 MOISTURE CONDITION: ( DRY / SSD ) DRY DRY DRY MAXIMUM APPLIED LOAD: ( POUNDS ) 40,300 40,450 42,200 UNCORRECTED UNIT STRENGTH: ( P.S.I. ) 3,651 3,664 3,823 H/D CORRECTION FACTOR: ( ASTM C42 ) 0.947 0.947 0.939 CORRECTED UNIT STRENGTH: ( P.S.I. )3 3,458 1 3,471 1 3,591 ( ASTM C39 ) TYPE 3 TYPE 5 TYPE 5 ORIGINAL DESIGN STRENGTH:3,000 AVERAGE STRENGTH OF CORES: ( P.S.I. )3,507 ACCEPTABLE AVERAGE STRENGTH: ACI 318: PARAGRAPH 26.12.4.1d 2,550 MINIMUM CORE STRENGTH: ( P.S.I. )3,458 ACCEPTABLE MINIMUM STRENGTH: ACI 318: PARAGRAPH 26.12.4.1d 2,250 TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 CONE CONE & CONE & SHEAR COLUMNAR SPLIT SHEAR REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY ROBERT BEHAN (NICET) MANAGER TECHNICAL SERVICES 07/17/24 100.410 24594 AREA REPRESENTED BY CORE NUMBER: LAB SAMPLE : QUEENSBURY, NEW YORK 12804 SLAB ON GRADE: BUILDING B MR. NICOLAS CARLINO ADK STORAGE SOLUTIONS: 170 LUZERNE ROAD, QUEENSBURY, NEW YORK AREA REPRESENTED BY CORE NUMBER: Robert BehanRobert BehanRobert BehanRobert Behan SLAB ON GRADE: BUILDING B MINIMUM STRENGTH REQUIRED: PER ACI 318: PARAGRAPH 5.6.5.4: AVERAGE STRENGTH REQUIRED: PER ACI 318: PARAGRAPH 5.6.5.4: PARALLEL ( F'c @ 28 DAYS ) DEPICTION OF BREAK: LOAD/MEMBER ORIENTATION: 4: 1: 2: 3: 4: 2: 3: 1: FILE REPORT DATE: AREA REPRESENTED BY CORE NUMBER: SLAB ON GRADE: BUILDING B ADK STORAGE SOLUTIONS, LLC. 170 LUZERNE ROAD A.S.T.M. C-42: OBTAINING AND TESTING DRILLED CORES OF CONCRETE REPORT NUMBER: OUR FILE NUMBER: