2516 HILLSIDE LN 2025-10-24 - Laserfiche WebLink

5FA Design Group. LLC STRUCTURAL ( CIVIL I GEOTECNNICAL I LAND USE PLANNING 9020 SW Washington Square Drive, Suite 505, Portland, Oregon 97223 1813 Rutan Drive, Suite C, Livermore, California 94551 Sf a 1912 S 146th Street, Seattle, Washington 98168 707 County Line Road, Unit B, Palmer Lake, CO 80133 p:503-641-8311 www.sfadg.com LOAD TEST LOG Project Name: Contractor: Site Address: ,� Project Foreman: Test Date: Permit Number: _ Inspector Name:_ Jurisdiction: Pier Tested: - _ Test Pressure, psi: A_ . Working Load, Idps: Total Creep, in: Test Load, kips: 1 min: 5 min: 15 min: 40 min: 2 min: 6 min: 20 min: _ L7 50 min: v 3 min: 10 min: 30 min: 60 min: 4 min: Pier Tested: Test Pressure, psi: Woridng Load, kips: Total Creep, In: Test Load, kips: 1 min: 5 min: 15 min: 40 min: 2 min: 6 min: 20 min: 50 min: v 3 thin: 10 min: 30 min: 60 min: 4 min: Continuous special inspection is required during installation per 2015 IBC section 1810.4.12. Load testing shall be performed in accordance with ASTM Method D1143 (Quick Method). 20 percent of piers shall be tested to 150 percent of design load. Load testing creep acceptance criteria shall be no greater than 0.04 inches within a 10 minute period. If movement is observed greater than 0.04 inches within the 10 minute period the load test shall be held for an additional 50 minutes, the pier is to be deepened and re -tested, or the pier is to be abandoned and replaced with a new pier. If the load test is to be held the pier movements shall be measured at 15, 20, 30, 40, 50, and 60 minutes. The creep versus the logarithm of time shall be plotted. If the creep rate is less than 0.080 inches between 6 and 60 minutes, the load test shall be considered successful. Non -Compliance Items: Note: Load test performed utilizes a hydraulic load cylinder with an effective bore diameter of 3.5" which equates to an operating hydraulic area of 9.62 ins. Pier Test Pressure (psi)= [Design Load] X 1.5 I 9.62in? Inspector Signature: ' J