Core - Gas Canopy PierProject: QCQA Proj. No.
Client: Test Method:
CORE IDENTIFICATION NO. DATE OF CONCRETE PLACEMENT
LOCATION
DATE CORE REMOVED
CORE LOCATION
DATE OF TESTING
AGE
MOISTURE CONDITION WHEN TESTING
ORIGINAL CORE LENGTH inches
TRIMMED CORE LENGTH inches
CAPPED CORE LENGTH inches
AVERAGE CORE DIAMETER inches
CROSS SECTIONAL AREA in2
MAXIMUM LOAD lbs
COMPRESSIVE STRENGTH psi
Length/Diameter: 1.93 psi
Apparent Maximum Aggregate Size
Direction of Test Load With Respect to
Horizontal Surface of Member as Cast Tested By
Perpendicular Calculated By
Submitted By
Stewarts West Glens Falls
Stewarts Shops
Gas Canopy Pier
ACI 318
REPORT OF COMPRESSIVE STRENGTH
OF CONCRETE CORES
ASTM C-42
NA
1/8/20
1/9/2020
NA Days
877 Route 4 S
Schuylerville, NY 12871
Phone: (518) 372-4067
Fax: (518) 507-6113
ASTM C42/ACI 318
Top of Pier
Additional Remarks: Correction Factor = 1.0
Fracture Sketch
48,520
1/2"
4,420
CORRECTED COMPRESSIVE STRENGTH 4,420
10.99
GCP - Core 1
19-045
Tod Kobik
Tod Kobik
Tod Kobik
8
6.96
7.20
3.74