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Checklist - 18314 Jurel Way Lakeville (8)
Installation Checklist Installation Date:09/10/2024 Project Description: 4 Piles------ install Tuesday 9/10/24 Last of day (SM13006) utilities 9/11 by 12:01 a.m. ticket# 242472338 Emma updated utilities to be ready by 9-6-24 site contact Bob 651.472.7429 install date: Tuesday 9/10 Customer:Carter Custom Construction Job Address:18314 Jurel Way, Lakeville, MN 55044, USA Installer's Name:Noah Kittelson, Tyler Draack Franchisee:GoliathTech MN Installation Equipment: Pile Number Required Compressi on Capacity Required Torque Pile Used Helix Used Total Pile Length (if not 7') Cut-off Elevation (if not 8" +/-2) Inclination of Pile (if not 90° +/- 2) Torque Achieved Achieved Compressi on Capacity Achieved Tension Capacity 1 6000 1200 2⅜"9"1855 9275 4638 2 7000 1400 2⅜"9"1428 7140 3570 3 2000 500 2⅜"9"1538 7690 3845 4 2000 500 2⅜"9"1389 6945 3473 Applied Torque Suggested Pile Based on Tube's Connection Failure Wall Thickness Tube Connection Failure Point GTBASE Safe Torque for turning (SF=2) KT Factor Pile Capacities in Soil (SF=2) SLS Pile Capacities in Soil (SF=2) ULS Compression Tension (<14' depth) Tension (>14' depth) Compression Tension (<14' depth) Tension (>14' depth) lbf-ft Nm lb kN lb kN lb kN lb kN lb kN lb kN 250 339 1⅞0.154 1338 956 10 1250 6 625 3 875 4 1750 8 875 4 1225 5 500 678 1⅞0.154 1338 956 10 2500 11 1250 6 1750 8 3500 16 1750 8 2450 11 750 1017 1⅞0.154 1338 956 10 3750 17 1875 8 2625 12 5250 23 2625 12 3675 16 1000 1356 1⅞0.154 1338 956 10 5000 22 2500 11 3500 16 7000 31 3500 16 4900 22 1250 1695 1⅞0.154 1338 956 10 6250 28 3125 14 4375 19 8750 39 4375 19 6125 27 1500 2034 2⅜0.154 2263 1617 10 7500 33 3750 17 5250 23 10500 47 5250 23 7350 33 1750 2373 2⅜0.154 2263 1617 10 8750 39 4375 19 6125 27 12250 54 6125 27 8575 38 2000 2712 2⅜0.154 2263 1617 10 10000 44 5000 22 7000 31 14000 62 7000 31 9800 44 2250 3051 2⅜0.154 2263 1617 10 11250 50 5625 25 7875 35 15750 70 7875 35 11025 49 2500 3390 2⅞0.250 5032 3594 9 11250 50 5625 25 7875 35 15750 70 7875 35 11025 49 2750 3729 2⅞0.250 5032 3594 9 12375 55 6188 28 8663 39 17325 77 8663 39 12128 54 3000 4068 2⅞0.250 5032 3594 9 13500 60 6750 30 9450 42 18900 84 9450 42 13230 59 3250 4407 2⅞0.250 5032 3594 9 14625 65 7313 33 10238 46 20475 91 10238 46 14333 64 3500 4746 2⅞0.250 5032 3594 9 15750 70 7875 35 11025 49 22050 98 11025 49 15435 69 3750 5085 2⅞0.250 5032 3594 9 16875 75 8438 38 11813 53 23625 105 11813 53 16538 74 4000 5424 2⅞0.250 5032 3594 9 18000 80 9000 40 12600 56 25200 112 12600 56 17640 78 4250 5763 2⅞0.250 5032 3594 9 19125 85 9563 43 13388 60 26775 119 13388 60 18743 83 4500 6102 2⅞0.250 5032 3594 9 20250 90 10125 45 14175 63 28350 126 14175 63 19845 88 4750 6441 2⅞0.250 5032 3594 9 21375 95 10688 48 14963 67 29925 133 14963 67 20948 93 5000 6780 2⅞0.250 5032 3594 9 22500 100 11250 50 15750 70 31500 140 15750 70 22050 98 5250 7118 3½0.250 7820 5586 7 18375 82 9188 41 12863 57 25725 114 12863 57 18008 80 5500 7457 3½0.250 7820 5586 7 19250 86 9625 43 13475 60 26950 120 13475 60 18865 84 5750 7796 3½0.250 7820 5586 7 20125 90 10063 45 14088 63 28175 125 14088 63 19723 88 6000 8135 3½0.250 7820 5586 7 21000 93 10500 47 14700 65 29400 131 14700 65 20580 92 6250 8474 3½0.250 7820 5586 7 21875 97 10938 49 15313 68 30625 136 15313 68 21438 95 6500 8813 3½0.250 7820 5586 7 22750 101 11375 51 15925 71 31850 142 15925 71 22295 99 6750 9152 3½0.250 7820 5586 7 23625 105 11813 53 16538 74 33075 147 16538 74 23153 103 7000 9491 3½0.250 7820 5586 7 24500 109 12250 54 17150 76 34300 153 17150 76 24010 107 7250 9830 3½0.250 7820 5586 7 25375 113 12688 56 17763 79 35525 158 17763 79 24868 111 7500 10169 3½0.250 7820 5586 7 26250 117 13125 58 18375 82 36750 163 18375 82 25725 114 7750 10508 3½0.250 7820 5586 7 27125 121 13563 60 18988 84 37975 169 18988 84 26583 118