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TESTING & INSPECTION (CONT.) <br /> etY <br /> s F <br /> ' Load testing shall be performed in accordance with ASTM METHOD D1143 (QUICK METHOD) on 20 percent of wAsitt n <br /> ofpiers and will be selected bythe Special Inspector. An alignment load (AL) shall be applied to the . ' . <br /> P P 9 PP A. c, <br /> pile prior to setting the deflection measuring equipment to zero or a reference position. The AL shall be .41:j '� a <br /> «� <br /> no more than 10% of the Design Load. Incremental loading shall be in accordance with the following ° 1 ��d ' �,, <br /> schedule: n1(n I <br /> �•• �nSx7F^IIA Design Group, uI^^cXX,,��II <br /> I, /` V V p 503;,Ti 11 L,LN.G:Nslatl4co.N <br /> TEST LOADING SCHEDULE HOLD TIME MAX DEFLECTION �'.�,Skr! vv ti � <br /> AL (.10 DL MAX) 0 Minutes s7ONAL ' � <br /> 0.25 DL Until Stable <br /> 0.50 DL Until Stable <br /> EXPIRES: 12/24/24 <br /> 0.75 DL Until Stable (.) <br /> 1.00 DL Until Stable z <br /> 1.25 DL Until Stable — 0 <br /> 1.50 DL Hold for Creep Test (see below) 0.04 inches - z <br /> 1.25 DL Until Stable Cr z <br /> 1.00 DL Until Stable Q z <br /> 0.75 DL Until Stable CL <br /> 0.50 DL Until Stable uJ II <br /> 0.25 DL Until Stable co <br /> U Wp Z O <br /> Z J CV <br /> Load testing creep acceptance criteria shall be no greater than 0.04 inches within a 10 minute period. z : W � <br /> If movement is observed greater than 0.04 inches within the 10 minute period the load test shall be 0 W 0 Q <br /> held for an additional 50 minutes, the pier is to be deepened and re-tested, or the pier is to be I- 0 J <br /> abandoned and replaced with a new pier. If the load test is to be held the pier movements shall be Q Z J <br /> measured at 15, 20, 30, 40, 50, and 60 minutes. The creep versus the logarithm of time shall be o p = w <br /> plotted. If the creep rate is less than 0.080 inches between 6 and 60 minutes, the load test shall be <br /> considered successful. j CC NLIJ <br /> Push Pier TEST PRESSURE (PSI): [Design Load] X 1.5 / [AREA OF HYDRAULIC RAM]. O Z w <br /> 0 <br /> LL H <br /> SAFEBASE STABILIZER SYSTEM INFO w z <br /> Q <br /> MIN YIELD MIN TENSILE I m <br /> PART DESCRIPTION COMMENTS STRESS, Fy STRESS, F„ Q <br /> TOP ItASTM A36 R1/2x6x0'-6" W/ (4) 3/g"0 HOLES W/ WELDED WOOD BEAM 36 KSI 58 KSI <br /> 11/4"0x11/2" IPS SCH 40 ASTM A53 PIPE CONDITION 30 KSI 48 KSI <br /> THREADED ROD 11/40"-7x12" ASTM A193 GRADE B7 THREADED ROD W/ 75 KSI 125 KSI <br /> 1 /40"-7 ASTM A194 GRADE 2H HEX NUT GENERAL NOTES <br /> HSS 4x4x3/16x0'-4" ASTM A500 GRADE B/C HD GALV PER ASTM 46 KSI 58 KSI <br /> THREADED CAP A123 W/ WELDED 10/4x4x0'-4" ASTM A36 & 11/4"0-7 ASTM 194 36 KSI 58 KSI <br /> GRADE 2H HEX NUT REVISIONS <br /> BASE R1/4x6x0'-6" ASTM A36 W/ (2) HOLES W/ WELDED HSS 36 KSI 58 KSI <br /> 4x4x /16x0 -2 ASTM 500 GRADE B/C HD GALV PER ASTM A123 46 KSI 58 KSI _ <br /> 3/16" HIGH DENSITY POLYETHYLENE SHELL (21"SQ BASE) <br /> LIGHTFOOT 15 PCF POLYURETHANE (F'c=470-510 PSI) <br /> BASE 10 PCF POLYURETHANE (F'c=285-310 PSI) 3.375 KIPS MAX PROJECT NO: <br /> 3.5 PCF POLYURETHANE (F'c=55-60 PSI) MFR23-336 <br /> DESIGNED BY: <br /> CAF <br /> 3/16" HIGH DENSITY POLYETHYLENE SHELL (27"SQ BASE) DRAWN BY: <br /> CAF <br /> LIGHTFOOT XL 15 PCF POLYURETHANE (F'c=470-510 PSI) 6 KIPS MAX CHECKED BY: <br /> BASE 10 PCF POLYURETHANE (F'c=285-310 PSI) CVR,JLD <br /> 3.5 PCF POLYURETHANE (F'c=55-60 PSI) DATE: <br /> 03.01.2024 <br /> ASTM A500, GRADE B/C HD GALV, PER ASTM A123 <br /> MAIN TUBE HSS 31/2x31/2x11GA 46 KSI 58 KSI SHEET NO: <br /> NOTE: S 1 .2 <br /> INSTALL PER MFR RECOMMENDATIONS <br />