64 LAMPIRAN 65 Lampiran A. Data Hasil Survei LHR Selama 3 Jam Puncak (Ki) (Ka) (Ki) (Ka) (Ki) (Ka) (Ki) (Ka) (Ki) (Ka) (Ki) (Ka) (Ki) (Ka) (Ki) (Ka) (Ki) (Ka) (Ki) (Ka) (Ki) (Ka) (Ki) (Ka) 10.00- 10.15 35 22 8 5 23 21 3 3 1 1 1 4 6 1 4 1 10.15 - 10.30 49 45 5 10 20 29 4 7 2 1 1 1 2 6 3 7 1 1 10.30 - 10.45 27 40 4 6 28 28 6 2 2 3 1 1 2 3 4 2 3 10.45 -11.00 44 38 5 12 18 37 2 4 1 2 1 1 3 4 2 2 7 11.00- 11.15 40 41 4 8 27 29 5 4 1 2 1 1 2 3 2 4 4 1 2 1 11.15 - 11.30 37 44 6 6 26 30 3 6 1 1 1 2 2 2 3 6 4 11.30 - 11.45 48 50 5 7 22 26 6 7 2 1 1 2 2 5 6 7 1 2 11.45 -12.00 50 47 8 9 28 22 3 4 1 2 1 1 2 1 4 4 5 8 1 1 12.00- 12.15 58 42 8 6 23 18 5 7 1 2 1 2 1 6 3 7 5 12.15 - 12.30 47 53 10 8 29 24 4 5 2 1 1 1 5 4 5 6 1 12.30 - 12.45 36 42 7 5 19 28 7 5 1 1 1 1 6 5 8 4 1 12.45 -13.00 44 40 6 4 20 17 6 4 1 2 4 5 5 6 515 504 76 86 283 309 54 58 16 19 6 8 17 12 51 41 61 53 0 0 2 2 8 3 11245 Total Kendaraan 24 jam 126 424 301 0 18 39 Total Truk Ringan 2 sumbu 4 roda Truk 2 Sumbu 6 roda Truk 3 Sumbu 8-10 roda Truk Gandeng Waktu Sepeda motor, sekuter, sepeda kumbang & roda 3 Sedan, Jeep dan Wagon Opelet, Pick up opelet, suburban, combi & minibus Pick up, micro truk dan Mobil hantaran Bus Kecil Bus Besar Jenis Survei: Traffic Counting 3 jam puncak FORMULIR PERHITUNGAN SURVEI PENCACAHAN LALU LINTAS Tanggal : 22 Desember 2022 Ruas : 048 _BY PASS PARIAMAN (KOTA PARIAMAN) 7aGol 1 2 3 4 5a 5b 6a 6b 7b 7c 8 4.34 4.61 2.64 0.00 4.50 3.56 Truk Semi trailer Kendaraan Tidak bermotor 1019 162 592 112 35 14 29 92 114 0 4 11Total 2 lajur Faktor Pengali per jenis Kendaraan Jumlah kendaraan dikali faktor pengali 5.39 5.38 5.29 5.16 6.09 3.33 5495 872 3133 577 213 47 66 Lanjutan Lampiran A 139 194 162 183 182 180 200 202 195 206 177 164 0 50 100 150 200 250 10.00-10.15 10.15-10.30 10.30-10.45 10.45-11.00 11.00-11.15 11.15-11.30 11.30-11.45 11.45-12.00 12.00-12.15 12.15-12.30 12.30-12.45 12.45-13.00 Jumlah Kendaraan Waktu DATA SURVEY LHR PRIMER SELAMA 3 JAM TAHUN 2022 67 Lampiran B. Nilai IRI Ruas Jalan Bypass Kota Pariaman L2 L1 R1 R2 L2 L1 R1 R2 L2 L1 R1 R2 L2 L1 R1 R2 L2 L1 R1 R2 0 - 100 - 3.43 4.45 - - 3.64 7.59 - - 6.29 8.33 - - 5.6 8.03 - - 7.59 8.12 - 100 -200 - 4.42 3.42 - - 4.2 3.96 - - 5.97 5.71 - - 8.96 8.48 - - 9.39 9.07 - 200 -300 - 3.35 4.39 - - 8.04 4.23 - - 5.73 8.7 - - 8.66 8.55 - - 9.14 9.01 - 300 -400 - 3.1 4.85 - - 8.33 5.75 - - 5.42 6.66 - - 8.61 9.52 - - 9.07 10.03 - 400 -500 - 3.19 5.53 - - 7.78 6.67 - - 5.12 6.32 - - 8.57 8.83 - - 9.16 9.32 - 500 -600 - 2.53 4.43 - - 7.28 4.7 - - 5.81 4.75 - - 6.36 8.49 - - 6.77 8.99 - 600 -700 - 2.86 4.87 - - 3.93 4.11 - - 5.33 4.41 - - 3.35 5.37 - - 4.52 7.01 - 700 -800 - 3.84 4.52 - - 4.59 3.68 - - 4.26 4.82 - - 3.53 4.96 - - 3.61 5.23 - 800 -900 - 5.74 4.21 - - 3.52 4.99 - - 5.83 5.5 - - 6.08 6.44 - - 6.61 6.81 - 900 -1000 - 3.06 3.78 - - 3.58 4.84 - - 4.25 6.71 - - 9.6 8.61 - - 8.32 9.04 - 1000-1100 - 5.17 4.93 - - 6.12 5.47 - - 5.51 6.53 - - 8.94 8.97 - - 9.41 9.5 - 1100-1200 - 4.87 5.14 - - 3.9 8.08 - - 8.02 8.55 - - 9.33 9.46 - - 10.19 10.14 - 1200-1300 - 3.61 3.53 - - 5.59 7.89 - - 5.18 8.39 - - 8.51 9.31 - - 8.83 8.28 - 1300-1400 - 3.82 5.17 - - 3.93 6.41 - - 6.91 7.19 - - 8.81 8.98 - - 9.24 8.74 - 1400-1500 4.37 6.02 7.81 4.92 3.97 3.09 5.14 6.1 5.62 2.51 11.22 6.64 7.76 7.7 11.39 9.01 5.17 7.82 11.59 9.5 1500-1600 4.88 4.15 4.37 6.01 4 3.84 7.35 6.45 4.11 4.72 7.31 5.83 4.32 4.93 7.21 5.08 3.87 3.63 7.35 3.04 1600-1700 2.48 5.44 5.42 5.77 4.07 3.52 5.49 6.84 7.04 6.58 6.86 5.65 6.7 7.02 6.59 7.13 7.17 6.62 6.04 5.65 1700-1800 2.72 3.32 3.45 2.92 3.31 3.31 5.88 4.15 3.49 3.73 5.36 5.05 3.33 3.49 5.86 5.52 3.34 3.34 7.12 3.93 1800-1900 5.43 2.9 3.44 3.31 3.78 3.67 5.48 4.79 3.97 4.1 6.53 5.08 4.16 4.69 7.73 4.3 3.8 3.75 7.03 4.92 1900-2000 3.35 3.32 3.88 4.75 3.7 3.7 5.11 4.61 4.07 4.1 6.24 6.15 4.66 4.66 6.32 5.66 4.5 4.04 7.47 5.87 2000-2100 4.12 3.62 4.47 4.18 3.46 4.26 6.39 5.86 3.63 4.59 7.09 5.94 3.52 4.88 7.42 7.67 3.61 3.91 7.52 7.22 2100-2200 2.03 7.28 4.72 5.22 6.23 6.56 4.42 5.4 5.78 6.79 8.06 9.22 4.89 6.53 8.28 7.26 4.58 6.19 8.84 7.41 2200-2300 4.78 4.17 7.73 5.81 4.87 5.35 5.57 5.47 6.48 7.6 7.89 6.3 6.17 6.08 8.42 5.61 6.31 6.39 8.23 7.16 2300-2400 4.98 6.03 7.96 7.7 4.64 6.25 7.17 5.93 7.02 7.39 8.18 9.64 6.46 7.11 9.34 11.37 7.71 7.28 10.07 11.11 2400-2500 3.61 5.56 6.49 6.18 7.4 5.49 7.25 7.14 7.97 7.28 8.44 7.55 7.33 6.91 9.09 7.39 6.53 7.31 9.54 7.36 2500-2600 5.52 4.63 4.78 4.46 5.06 5.67 5.57 4.32 6.54 9.68 5.2 5.19 6.39 9 6.28 5.86 6.35 9.48 5.21 5.96 REKAPITULASI NILAI IRI RUAS JALAN BYPASS KOTA PARIAMAN TAHUN 2018-2022 2022 NORMAL OPPOSITE 2020 NORMAL OPPOSITE 2021 NORMAL OPPOSITESTATOSTA 2018 2019 NORMAL OPPOSITEOPPOSITENORMAL 68 Lanjutan Lampiran B. L2 L1 R1 R2 L2 L1 R1 R2 L2 L1 R1 R2 L2 L1 R1 R2 L2 L1 R1 R2 2600-2700 6.48 5.85 4.78 3.39 5.63 6.44 4.49 3.51 8.02 8.05 6.59 5.8 7.42 10.17 7.18 5.12 7.22 10.2 6.67 4.43 2700-2800 5.44 5.17 7.47 6.47 5.81 6.12 7.79 7.53 5.99 6.49 10.72 8.53 6.95 7 8.54 11.15 7.38 7.49 8.84 8.86 2800-2900 4.6 5.04 5.51 5.75 5.49 5.51 4.51 7.94 7.32 7.81 6.72 6.64 6.57 6.87 8.69 11.4 7.95 7.39 9.01 8.79 2900-3000 2.73 4.93 5.07 3.65 6.65 6.84 6.65 7.06 7.01 10.56 8.31 6.99 5.65 7.06 10.6 8.12 5.86 6.8 11.47 8.6 3000-3100 3 5.96 4.1 5.91 4.05 6.73 8.94 7.91 6.88 8.16 9.45 7.5 5.97 7.78 11.59 7.94 5.69 7.33 11.18 6.55 3100-3200 4.6 4.32 4.96 3.82 6.65 7.19 8.15 6.11 5.34 9.3 8.65 5.66 5.13 8.28 12.75 4.64 5.34 8.75 13.72 6.13 3200-3300 4.54 5.55 5.59 4.13 4.83 5.5 5.28 4.46 5.15 6.86 7.6 7.44 6.44 7.41 8.29 6.06 7.3 6.58 8.74 7.18 3300-3400 4.18 6.41 4.66 4.3 4.32 5.13 8.38 6.76 7.03 7.86 6.87 5.63 7.05 7.72 11.07 7.17 6.23 7.87 11.24 5.35 3400-3500 5.9 2.58 2.69 6.01 3.93 3.97 7.78 5.36 4.43 4.16 7.25 7.83 4.31 3.75 8.66 8.33 3.08 3.84 9.1 8.8 3500-3600 4.44 3.83 3.02 4.51 3.88 3.98 7.8 7.96 5.72 6.72 7.45 6.15 5.81 7.2 8.65 7.57 6.77 5.85 9.02 6.59 3600-3700 3.03 3.41 3.78 3.37 7.39 4.16 5.43 5.01 7.03 6.88 6.16 4.25 5.3 4.22 4.49 4.83 3.32 3.67 4.86 3.83 3700-3800 4.08 5.43 5.77 4.98 7.41 7.17 5.48 3.43 10.05 9.4 8.13 6.18 2.99 3.37 4.34 4.15 3.54 3.54 4.36 3.85 3800-3900 3.37 4.82 6.62 6.94 6.09 7.17 4.41 4.13 8.81 8.41 7.43 7.95 3.73 3.69 3.99 4.45 3.66 4.15 4.48 4.46 3900-4000 4.27 3.14 3.38 2.85 4.34 4.71 4.42 3.71 8.84 7.23 5.62 3.95 4.5 5.35 2.58 4 3.79 3.17 3.31 4.22 4000-4100 3.32 5.61 6.1 6.78 4.05 6.86 7.24 7.04 7.02 6.57 8.24 9.21 6.91 6.75 4.43 3.95 3.66 3.73 4.31 4.8 4100-4200 4.1 5.2 5.56 4.85 5.87 4.49 7.11 6.09 7.55 6.73 8.44 6.53 7.18 6.89 7.89 6.83 3.91 4.42 3.87 3.46 4200-4300 3.67 3.37 4.5 4.08 7.39 7.97 7.22 5.12 5.91 6.39 6.01 4.86 6.24 5.74 6.08 5.32 3.03 3.36 3.09 3.96 4300-4400 3.31 4.25 3.5 4.04 4.89 7.75 4.37 4.17 5.03 8.44 4.17 5.03 4.65 8.94 8.29 7.36 3.83 3.28 3.6 3.73 4400-4500 3.54 3.92 4.63 5.54 5.01 5.31 4.88 4.25 4.51 8.41 5.7 6.15 4.33 8.71 5.37 6.08 3.59 3.24 4.11 3.5 4500-4600 3.86 5.5 5.51 2.76 5.52 6.83 6.21 7.16 5.21 7.57 10.28 4.53 6.09 6.26 9.84 4.86 3.4 3.59 3.48 3.76 4600-4700 4.15 5.66 4.74 4.54 6.71 4.05 5.44 6 7.34 7.09 10.73 6.26 7.8 6.52 8.55 6.87 3.31 3.2 3.67 3.22 4700-4800 4.28 3.94 3.02 4.64 4.85 6.58 7.26 5.2 4.66 4.73 6.93 5.55 4.38 4.21 7.04 7.45 3.51 3.79 3.1 3.93 4800-4900 3.75 5.93 5.17 6.34 4.23 6.7 6.04 7.22 7.22 7.87 8.01 7.28 5.96 7.82 8.79 6.31 6.4 7.18 3.31 3.65 4900-5000 3.64 3.51 3.84 3.9 4 3.91 8.62 6.06 4.9 4.55 8.84 5.24 4.55 4.16 9.75 5.68 4.52 4.43 3.25 3.28 5000-5100 4.09 3.03 6.46 6.16 3.75 3.69 7.24 4.27 5.28 4.45 7.89 7.61 6.73 4.79 10.04 8.49 4.61 3.34 6.79 6.61 REKAPITULASI NILAI IRI RUAS JALAN BYPASS KOTA PARIAMAN TAHUN 2018-2022 2022 NORMAL OPPOSITE 2020 NORMAL OPPOSITE 2021 NORMAL OPPOSITESTATOSTA 2018 2019 NORMAL OPPOSITEOPPOSITENORMAL 6.14RATA-RATA 4.58 5.58 6.63 6.81 69 Lampiran C. Nilai Lendutan Wakil Stasiun D1 D2 D3 D4 D5 D6 D7 D8 D9 STA (Kpa)(Psi)(x 0.001 mm)(x 0.001 mm)(x 0.001 mm)(x 0.001 mm)(x 0.001 mm)(x 0.001 mm)(x 0.001 mm)(x 0.001 mm)(x 0.001 mm)( o C) ( o F) 1 0+000 590 86 892.2 679.6 556.2 391.9 290 180 136.9 110.5 58.4 33.2 91.76 2 0+500 574 83 1377.2 992.1 812.5 602.6 460 294.8 207 153.3 85.1 33.2 91.76 3 1+000 585 85 1130.3 842.2 682.1 478.8 343.4 209.1 162.7 118.3 89.3 35.1 95.18 4 1+500 588 85 895.6 626.4 469.3 293.2 193.8 114.4 99.6 87.7 66.5 33.2 91.76 5 2+000 602 87 692.9 524.8 427.5 303 217.5 132 104.9 78.1 49.6 33.2 91.76 6 2+500 590 86 1096.9 704 491.2 295.6 206.8 162 144.3 127 96.1 35.1 95.18 7 3+000 594 86 1089.2 855.9 703.2 504.6 374.7 230.6 155.1 117.7 79.4 33.2 91.76 8 3+500 585 85 1165.6 901.3 734.4 498.6 346.3 180.5 116.5 83.9 66.8 35.1 95.18 9 4+000 600 87 849.4 603.3 454.8 284.5 184.8 109.7 87.5 83.8 67.3 33.2 91.76 10 4+500 583 85 1389.3 927.7 668.9 404.6 267 140.9 85.9 64.4 65.7 35.1 95.18 11 5+000 600 87 581.7 442.8 354 234.8 154.9 81.2 48.7 33.6 34.2 35.1 95.18 Nilai Lendutan Ruas Jalan Bypass Kota Pariaman Tahun 2020 No TP Segmen JarakPrata-ratasd PPwakilD1rata2Sd D1D1 wakilD2rata2Sd D2D2 wakilD3rata2Sd D3D3 wakil STA - STA m Kpa Kpa Kpa(x0,001mm)(x0,001mm)(x0,001mm)(x0,001mm)(x0,001mm)(x0,001mm)(x0,001mm)(x0,001mm)(x0,001mm) 178.8051093.98577.645149.015875.675 Segmentasi Segmen 1 0+000 - 5+0005000592.66676.61438605.895932.644204.7571342.16736.373 70 Lanjutan Lampiran C. D4rata2Sd D4D4 wakilD5rata2Sd D5D5 wakilD6rata2Sd D6D6 wakilD7rata2Sd D7D7 wakilD8rata2Sd D8D8 wakil (x0,001mm)(x0,001mm)(x0,001mm)(x0,001mm)(x0,001mm)(x0,001mm)(x0,001mm)(x0,001mm)(x0,001mm)(x0,001mm)(x0,001mm)(x0,001mm)(x0,001mm)(x0,001mm)(x0,001mm) 29.1267179.74296.822221.8416140.505388.55145.53340.8032227.14121.489368.9699.8167568.593244.94471.8028 D9rata2sd D9D9wakil FKp FKD1 FKD2 FKD3 FKD4 FKD5 FKD6 FKD7 FKD8 FKD9 (x0,001mm)(x0,001mm)(x0,001mm)( o C) ( o F) % % % % % % % % % % Twakil 68.945517.9957 26.1104.93734.063693.31451.1 22.0 24.3 25.8 27.1 29.3 28.0 24.0 22.6 71 Lampiran D. Analisis Umur Sisa Metode AASHTO Zr = -1.645 So = 0.45 Po = 4.2 Pt = 2.5 Jarak STAs.d.STA (km)(Lbs)(KPa)(Psi) (mm)(inch)(x 0.001 mm)(inch) 0+000-5+000 5 9635 606 88 d6 914.436.00 227 0.00894 d6Segmen P Jarak r6 M R = (0.24*P/d.r)a T T d1 d1d x TAF Ep (psi) (inch)(cm) (inch) ( o C) ( o F) (x 0.001 mm)(inch)(inch)(psi) 7183 5.91 78 30.7 34 93.31 0.40 1342 0.0528 0.0211429894 D TAF Jaraka D Mr Ep r Ae Sneff STAs.dSTA(km)(inch)(inch)(psi)(psi)(inch)(inch) 0,0045*D* 3 √Ep 0+000 - 5+000 5 5.91 30.71 7,183 2989436.00 49.7 34.82 Oke 4.29 Segmen 0.7Aer > 0.7Ae Δ PSI MR SN Log W18 Zr * So 9,36 LOG (SN+1) -0.2 LOG(Δ PSI/(4,2- 1,5)) 0,4+(1094 /(SN+1)^ 5,19) 2,32LOG Mr -8.07 CESAL 0+000 - 5+000 1.7 7183 4.290 6.37 -0.74 6.772 -0.200 -0.201 0.592 8.947 -8.070 2,337,881 Segmen 72 Lampiran E. Analisis Umur Sisa Metode Paterson Skenario 1: Berdasarkan Nilai CESAL Menggunakan Data LHR tahun 2022 Segmen 1 IRI 0 (2022) CBR SNSg ai Hi (mm) ai*hi Ʃ ai*hi SNC 0.45 100 45 0.32 80 25.6 0.06 600 36 4.7128.81 4.6 0.51158785 106.6 Tahun (t) IRI (t) 1.04 e^mt 263(1+SNC)^-5 NEt (Juta Esal) 2022 8.81 - - - 2023 9.40 1.0641972 0.043266945 0.625285 2024 10.05 1.0641972 0.043266945 0.960757 2025 10.76 1.0641972 0.043266945 1.312432 2026 11.53 1.0641972 0.043266945 1.681093 2027 12.36 1.0641972 0.043266945 2.067560 2028 13.27 1.0641972 0.043266945 2.472694 2029 14.25 1.0641972 0.043266945 2.897395 2030 15.32 1.0641972 0.043266945 3.342610 2031 16.48 1.0641972 0.043266945 3.809328 2032 17.74 1.0641972 0.043266945 4.298589 PREDIKSI NILAI IRI SEGMEN 1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20222023202420252026202720282029203020312032 Prediksi Nilai IRI Segmen 1 73 Lanjutan Lampiran E Segmen 2 IRI 0 (2022) CBR SNSg ai Hi (mm) ai*hi Ʃ ai*hi SNC 0.45 100 45 0.32 80 25.6 0.06 600 36 7.98 4.6 0.51158785 106.6 4.712 Tahun (t) IRI (t) 1.04 e^mt 263(1+SNC)^-5 NEt (Juta Esal) 2022 7.98 - - - 2023 8.52 1.0641972 0.043266945 0.625285 2024 9.11 1.0641972 0.043266945 0.960757 2025 9.76 1.0641972 0.043266945 1.312432 2026 10.46 1.0641972 0.043266945 1.681093 2027 11.23 1.0641972 0.043266945 2.067560 2028 12.06 1.0641972 0.043266945 2.472694 2029 12.97 1.0641972 0.043266945 2.897395 2030 13.96 1.0641972 0.043266945 3.342610 2031 15.03 1.0641972 0.043266945 3.809328 2032 16.19 1.0641972 0.043266945 4.298589 PREDIKSI NILAI IRI SEGMEN 2 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 20222023202420252026202720282029203020312032 Prediksi Nilai Segmen 2 74 Lanjutan Lampiran E Segmen 3 IRI 0 (2022) CBR SNSg ai Hi (mm) ai*hi Ʃ ai*hi SNC 0.45 100 45 0.32 80 25.6 0.06 600 36 3.73 4.6 0.51158785 106.6 4.712 Tahun (t) IRI (t) 1.04 e^mt 263(1+SNC)^-5 NEt (Juta Esal) 2022 3.73 - - - 2023 4.00 1.0641972 0.043266945 0.625285 2024 4.30 1.0641972 0.043266945 0.960757 2025 4.64 1.0641972 0.043266945 1.312432 2026 5.01 1.0641972 0.043266945 1.681093 2027 5.43 1.0641972 0.043266945 2.067560 2028 5.89 1.0641972 0.043266945 2.472694 2029 6.40 1.0641972 0.043266945 2.897395 2030 6.97 1.0641972 0.043266945 3.342610 2031 7.59 1.0641972 0.043266945 3.809328 2032 8.27 1.0641972 0.043266945 4.298589 PREDIKSI NILAI IRI SEGMEN 3 0 1 2 3 4 5 6 7 8 9 20222023202420252026202720282029203020312032 Nilai IRI (m/km) Tahun 75 Lanjutan Lampiran E Skenario 2: Berdasarkan Nilai CESAL Menggunakan Data LHR tahun 2020 Segmen 1 IRI 0 (2022) CBR SNSg ai Hi (mm) ai*hi Ʃ ai*hi SNC 0.45 100 45 0.32 80 25.6 0.06 600 36 4.7128.81 4.60.51158785 106.6 Tahun (t) IRI (t) 1.04 e^mt 263(1+SNC)^-5 NEt (Juta Esal) 2022 8.81 2023 9.48 1.0641972 0.043266945 2.165529 2024 10.21 1.0641972 0.043266945 2.773824 2025 11.02 1.0641972 0.043266945 3.411500 2026 11.92 1.0641972 0.043266945 4.079976 2027 12.90 1.0641972 0.043266945 4.780738 2028 13.99 1.0641972 0.043266945 5.515348 2029 15.17 1.0641972 0.043266945 6.285439 2030 16.48 1.0641972 0.043266945 7.092726 2031 17.90 1.0641972 0.043266945 7.939005 2032 19.45 1.0641972 0.043266945 8.826159 PREDIKSI NILAI IRI SEGMEN 1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 20222023202420252026202720282029203020312032 Prediksi Nilai IRI Segmen 1 76 Lanjutan Lampiran E Segmen 2 IRI 0 (2022) CBR SNSg ai Hi (mm) ai*hi Ʃ ai*hi SNC 0.45 100 45 0.32 80 25.6 0.06 600 36 106.64.7127.98 4.60.51158785 Tahun (t) IRI (t) 1.04 e^mt 263(1+SNC)^-5 NEt (Juta Esal) 2022 7.98 2023 8.59 1.0641972 0.043266945 2.165529 2024 9.27 1.0641972 0.043266945 2.773824 2025 10.02 1.0641972 0.043266945 3.411500 2026 10.85 1.0641972 0.043266945 4.079976 2027 11.77 1.0641972 0.043266945 4.780738 2028 12.78 1.0641972 0.043266945 5.515348 2029 13.89 1.0641972 0.043266945 6.285439 2030 15.11 1.0641972 0.043266945 7.092726 2031 16.45 1.0641972 0.043266945 7.939005 2032 17.91 1.0641972 0.043266945 8.826159 PREDIKSI NILAI IRI SEGMEN 2 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20222023202420252026202720282029203020312032 Prediksi Nilai IRI Segmen 2 77 Lanjutan Lampiran E Segmen 3 IRI 0 (2022) CBR SNSg ai Hi (mm) ai*hi Ʃ ai*hi SNC 0.45 100 45 0.32 80 25.6 0.06 600 36 106.64.7123.73 4.60.51158785 Tahun (t) IRI (t) 1.04 e^mt 263(1+SNC)^-5 NEt (Juta Esal) 2022 3.73 2023 4.07 1.0641972 0.043266945 2.165529 2024 4.46 1.0641972 0.043266945 2.773824 2025 4.90 1.0641972 0.043266945 3.411500 2026 5.40 1.0641972 0.043266945 4.079976 2027 5.97 1.0641972 0.043266945 4.780738 2028 6.61 1.0641972 0.043266945 5.515348 2029 7.32 1.0641972 0.043266945 6.285439 2030 8.12 1.0641972 0.043266945 7.092726 2031 9.01 1.0641972 0.043266945 7.939005 2032 9.99 1.0641972 0.043266945 8.826159 PREDIKSI NILAI IRI SEGMEN 3 0 1 2 3 4 5 6 7 8 9 10 11 20222023202420252026202720282029203020312032 Nilai IRI (m/km ) Tahun 78 Lampiran F. Analisis Perhitungan Overlay Metode AASHTO Δ PSIMR SNf Log W18 Zr * So 9,36 LOG (SNf+1) -0.20 LOG(Δ PSI/(4,2- 1,5)) 0,4+(1094/ (SN+1)^5, 19) 2,32LO GMr -8.07ESAL 5 TH 0+000-5+0001.7 2,370 6.89 6.742 -0.740 8.396 -0.20 -0.201 0.424 7.830 -8.07 5,515,348 Segmen (Inch) (Cm) 0+000 - 5+000 6.89 4.29 12.99 33.00 Tebal Overlay Segmen SNf SNeff.