DAFTAR PUSTAKA

1. AASHTO.1986. Guide for Design of Pavement Structure, Washington D.C. 2. Departemen Pekerjaan Umum Direktorat Jenderal Bina Marga.1983.Manual

Pemeriksaan Jalan dengan Alat Benkelman Beam.Jakarta 3. Firdaus, Ramadhan.2006.Perbandingan Evaluasi Kinerja Struktural

PErkerasan Lentur menggunakan metode AASHTO 1993 dengan Program ELMOD (Studi Kasus:Jalan Tol Jakarta-Cikampek). Tesis Program Transportasi Teknik Sipil ITB, Bandung.

4. Huang, Y. H.2004.Pavement Analysis and Design, Prentice-Hall Inc.USA 5. Humantoro, Haryadi, dan Mafianto, Denny.1994.Analisis Kinerja Struktur

Perkerasan Lentur Menggunakan Metode BISAR. Tugas Akhir KK Trasnportasi Teknik Sipil ITB, Bandung

6. Washington State Department of Transportation.2005.EVERSERIES User’s Guide Pavement Analysis Computer Software and Case Studies. USA

7. Widodo, Risdianto dan Adji, M.1994.Studi Perbandingan Cekung Lendutan Menggunakan Alat Faling Weight Deflektometer dan Alat Benkelman Beam.Tugas Akhir KK Transportasi Teknik Sipil ITB, Bandung

8. Yoder, E.J., and Witczak, M.W.,1975. Principal of Pavement Design, Second Edition. John Wiley and Sons, Inc

Anindita Prasasya 15003024 Tofan Ferdian 15003109

xii

    LAMPIRAN A

Hasil Perubahan Nilai Modulus

  

 Lendutan arah Cikampek (d1 berubah)

Lendutan langsung (0.001 mm) pada masing - masing jarak terhadap pusat beban (mm)

0 200 300 450 600 900 1500

Temp. udara & Perkerasan

(oC) Sta Beban (kN)

Teg (kPa)

d1 d2 d3 d4 d5 d6 d7 Tu Tp 16.200 39.49 559 700 527 482 325 245 183 87 29 33 16.250 39.99 566 212 203 176 154 126 82 55 29 33 16.300 40.27 570 160 153 139 122 106 79 57 29 33 16.350 39.99 566 200 198 175 157 133 117 62 29 33 16.400 40.06 567 210 208 164 157 127 69 42 29 33 16.450 39.92 565 261 246 196 131 98 58 45 29 33 16.500 39.78 563 222 200 184 150 122 87 50 29 33 16.550 39.99 566 150 144 128 117 103 92 49 29 33 16.600 40.20 569 277 232 200 157 119 86 43 29 33 16.650 39.99 566 294 257 199 175 134 91 49 29 33 16.700 40.27 570 176 164 150 125 102 86 38 29 33 16.750 40.27 570 242 209 190 151 117 84 38 29 33 16.800 39.99 566 260 240 219 180 146 108 57 29 33 16.850 39.99 566 233 210 196 150 118 62 47 29 33 16.900 40.20 569 245 218 194 139 101 85 30 29 33 16.950 39.92 565 362 276 253 183 142 82 59 29 33

Modulus Hasil Analisis ( perubahan nilai E1)

Sta Beban (kN)

Eadj (Mpa) E(1)(Mpa) E(2)(Mpa) E(3)(Mpa) RMS

Error

16.200 39.49 3054.3 1341.4 85.1 78.9 0.84 16.250 39.99 29670.5 8000 295.8 130.8 4.25 16.300 40.27 45807.4 8000 760.1 125.3 4.63 16.350 39.99 44999.6 8000 401.9 113.9 5.84 16.400 40.06 37654.9 8000 188.3 161.5 7.44 16.450 39.92 7077.3 3108.3 253.7 170.9 7.36 16.500 39.78 25495.4 8000 254 141.6 2.55 16.550 39.99 68307.5 8000 726.9 138.3 7.04 16.600 40.20 11820.1 5191.3 174.4 166.6 1.71 16.650 39.99 11992.8 5267.1 154.1 147.2 2.57 16.700 40.27 39074.7 8000 321.1 181.9 6.26 16.750 40.27 20821.7 8000 147.8 184.3 1.57 16.800 39.99 22614 8000 173.4 126.8 2.58 16.850 39.99 18687.8 8000 203.8 155.1 2.11 16.900 40.20 12846 5640.5 145.9 232.5 4.22 16.950 39.92 5675 2492.4 215.1 121.2 1.69

Lendutan Arah Cikampek ( nilai d3 turun ) Lendutan langsung (0.001 mm)

pada masing – masing jarak terhadap pusat beban (mm)

0 200 300 450 600 900 1500

Temp. udara & Perkerasan

(oC) Sta Beban (kN)

Teg (kPa)

d1 d2 D3 d4 d5 d6 d7 Tu Tp 16.200 39.49 559 747 527 388 325 245 183 87 29 33 16.250 39.99 566 239 203 165 154 126 82 55 29 33 16.300 40.27 570 186 153 138 122 106 79 57 29 33 16.350 39.99 566 232 198 166 157 133 117 62 29 33 16.400 40.06 567 254 208 172 157 127 69 42 29 33 16.450 39.92 565 346 246 153 131 98 58 45 29 33 16.500 39.78 563 254 200 162 150 122 87 50 29 33 16.550 39.99 566 178 144 129 117 103 92 49 29 33 16.600 40.20 569 316 232 183 157 119 86 43 29 33 16.650 39.99 566 333 257 195 175 134 91 49 29 33 16.700 40.27 570 198 164 139 125 102 86 38 29 33 16.750 40.27 570 265 209 162 151 117 84 38 29 33 16.800 39.99 566 280 240 198 180 146 108 57 29 33 16.850 39.99 566 264 210 167 150 118 62 47 29 33 16.900 40.20 569 280 218 154 139 101 85 30 29 33 16.950 39.92 565 372 276 195 183 142 82 59 29 33

Modulus Hasil Analisis ( perubahan nilai d3 turun)

Sta Beban (kN)

Eadj (Mpa) E(1)(Mpa) E(2)(Mpa) E(3)(Mpa) RMS

Error

16.200 39.49 2218.6 974.4 97.7 77.9 4.5 16.250 39.99 17765 1802 287.4 132 3.46 16.300 40.27 17756.8 7798.6 648.3 128.9 1.29 16.350 39.99 18215.3 8000 362.6 116 3.41 16.400 40.06 18215.3 8000 166.5 164.2 4.55 16.450 39.92 2179.7 957.3 327.6 168.4 6.4 16.500 39.78 14111.5 6197.6 279.9 140.7 4.52 16.550 39.99 18215.3 8000 606.5 142.3 4.08 16.600 40.20 7653.1 3361.2 206.3 163.1 3.97 16.650 39.99 7849.9 3447.6 191.1 143.7 4.77 16.700 40.27 18215.3 8000 298.2 183.9 4.1 16.750 40.27 16997.6 7465.2 162.5 183 5.55 16.800 39.99 17802.7 7818.8 174.9 127 2.92 16.850 39.99 11575.3 5083.8 255 151.5 3.66 16.900 40.20 9703.8 4261.8 172.9 227.5 6.43 16.950 39.92 3659.7 1607.3 271.5 119.4 5.93

Lendutan arah Cikampek (nilai d3 naik)

Lendutan langsung (0.001 mm) pada masing - masing jarak terhadap pusat beban

(mm) 0 200 300 450 600 900 1500

Temp. udara & Perkerasan

(oC) Sta Beban (kN)

Teg (kPa)

d1 d2 d3 d4 d5 d6 d7 Tu Tp 16.200 39.49 559 747 527 450 325 245 183 87 29 33 16.250 39.99 566 239 203 198 154 126 82 55 29 33 16.300 40.27 570 186 153 149 122 106 79 57 29 33 16.350 39.99 566 232 198 195 157 133 117 62 29 33 16.400 40.06 567 254 208 200 157 127 69 42 29 33 16.450 39.92 565 346 246 225 131 98 58 45 29 33 16.500 39.78 563 254 200 189 150 122 87 50 29 33 16.550 39.99 566 178 144 139 117 103 92 49 29 33 16.600 40.20 569 316 232 211 157 119 86 43 29 33 16.650 39.99 566 333 257 225 175 134 91 49 29 33 16.700 40.27 570 198 164 150 125 102 86 38 29 33 16.750 40.27 570 265 209 193 151 117 84 38 29 33 16.800 39.99 566 280 240 233 180 146 108 57 29 33 16.850 39.99 566 264 210 195 150 118 62 47 29 33 16.900 40.20 569 280 218 197 139 101 85 30 29 33 16.950 39.92 565 372 276 252 183 142 82 59 29 33

Modulus Hasil Analisis ( perubahan nilai d3 naik)

Sta Beban (kN)

Eadj (Mpa) E(1)(Mpa) E(2)(Mpa) E(3)(Mpa) RMS

Error

16.200 39.49 2598.6 1141.3 83.8 78.7 1.86 16.250 39.99 18215.3 8000 243.2 133.5 2.89 16.300 40.27 18215.3 8000 605.3 129.6 2.3 16.350 39.99 18215.3 8000 316.6 117.1 2.91 16.400 40.06 18215.3 8000 147.5 165.4 3.06 16.450 39.92 3496.1 1535.5 229.4 171.3 7.41 16.500 39.78 15976.7 7016.8 229.9 142.8 2.36 16.550 39.99 18215.3 8000 572.5 142.8 3.94 16.600 40.20 8385.2 3682.7 180.1 164.6 2.64 16.650 39.99 8563.3 3760.9 164.9 145.2 1.82 16.700 40.27 18215.3 8000 280.7 184.4 3.36 16.750 40.27 16605.1 7292.8 143.5 184.2 2.04 16.800 39.99 17906.4 7864.3 152.1 128.3 2.83 16.850 39.99 12778.8 5612.3 215.7 153.3 2.12 16.900 40.20 9780.8 4295.6 147 229.2 3.38 16.950 39.92 5815 2553.9 193.3 122 2.61

Lendutan Arah Cikampek ( nilai d4 turun )

Lendutan langsung (0.001 mm) pada masing - masing jarak terhadap pusat beban

(mm) 0 200 300 450 600 900 1500

Temp. udara & Perkerasan

(oC) Sta Beban (kN)

Teg (kPa)

d1 d2 d3 d4 d5 d6 D7 Tu Tp 16.200 39.49 559 747 527 426 300 245 183 87 29 33 16.250 39.99 566 239 203 181 137 126 82 55 29 33 16.300 40.27 570 186 153 140 110 106 79 57 29 33 16.350 39.99 566 232 198 180 139 133 117 62 29 33 16.400 40.06 567 254 208 185 139 127 69 42 29 33 16.450 39.92 565 346 246 186 110 98 58 45 29 33 16.500 39.78 563 254 200 175 129 122 87 50 29 33 16.550 39.99 566 178 144 132 109 103 92 49 29 33 16.600 40.20 569 316 232 196 137 119 86 43 29 33 16.650 39.99 566 333 257 219 155 134 91 49 29 33 16.700 40.27 570 198 164 147 112 102 86 38 29 33 16.750 40.27 570 265 209 184 146 117 84 38 29 33 16.800 39.99 566 280 240 212 165 146 108 57 29 33 16.850 39.99 566 264 210 182 121 118 62 47 29 33 16.900 40.20 569 280 218 181 119 101 85 30 29 33 16.950 39.92 565 372 276 223 162 142 82 59 29 33

Modulus Hasil Analisis ( perubahan nilai d4turun )

Sta Beban (kN)

Eadj (Mpa) E(1)(Mpa) E(2)(Mpa) E(3)(Mpa) RMS

Error

16.200 39.49 2127.4 934.3 95.8 78.4 2.34 16.250 39.99 14302.9 6281.7 317.3 131.7 2.94 16.300 40.27 12424.1 5456.5 761.3 128.8 2.82 16.350 39.99 16179.3 7105.8 383 116.6 3.38 16.400 40.06 18215.3 8000 169.3 165.1 4.25 16.450 39.92 2322.3 1019.9 299 172.9 7.4 16.500 39.78 9663.2 4244 335.1 139.9 4.41 16.550 39.99 18215.3 8000 614.8 143.1 3.95 16.600 40.20 6134.1 2694 227.2 163 3.32 16.650 39.99 6822.4 2996.3 196.6 144.1 2.92 16.700 40.27 18215.3 8000 302.6 185.2 3.59 16.750 40.27 16115 7077.6 154.2 183.3 1.91 16.800 39.99 15499.7 6807.3 191.4 126.3 2.1 16.850 39.99 7292.3 3202.7 320.9 151.1 5.77 16.900 40.20 8268.5 3631.4 178.5 227.3 4.06 16.950 39.92 3836.8 1685.1 251.8 121.1 2.52

Lendutan Arah Cikampek ( nilai d4 naik)

Lendutan langsung (0.001 mm) pada masing - masing jarak terhadap pusat beban (mm)

0 200 300 450 600 900 1500

Temp. udara & Perkerasan

(oC) Sta Beban (kN)

Teg (kPa)

d1 d2 d3 d4 d5 d6 d7 Tu Tp 16.200 39.49 559 747 527 426 417 245 183 87 29 33 16.250 39.99 566 239 203 181 172 126 82 55 29 33 16.300 40.27 570 186 153 140 135 106 79 57 29 33 16.350 39.99 566 232 198 180 163 133 117 62 29 33 16.400 40.06 567 254 208 185 168 127 69 42 29 33 16.450 39.92 565 346 246 186 157 98 58 45 29 33 16.500 39.78 563 254 200 175 166 122 87 50 29 33 16.550 39.99 566 178 144 132 128 103 92 49 29 33 16.600 40.20 569 316 232 196 181 119 86 43 29 33 16.650 39.99 566 333 257 219 195 134 91 49 29 33 16.700 40.27 570 198 164 147 135 102 86 38 29 33 16.750 40.27 570 265 209 184 177 117 84 38 29 33 16.800 39.99 566 280 240 212 195 146 108 57 29 33 16.850 39.99 566 264 210 182 167 118 62 47 29 33 16.900 40.20 569 280 218 181 165 101 85 30 29 33 16.950 39.92 565 372 276 223 210 142 82 59 29 33

Modulus Hasil Analisis ( perubahan nilai d4naik )

Sta Beban (kN)

Eadj (Mpa) E(1)(Mpa) E(2)(Mpa) E(3)(Mpa) RMS

Error

16.200 39.49 3380.2 1141.3 72.2 79.1 8.21 16.250 39.99 18215.3 8000 246.6 132.5 4.42 16.300 40.27 18215.3 8000 609.7 128.5 4.03 16.350 39.99 18215.3 8000 330.5 116.5 2.64 16.400 40.06 18215.3 8000 150.7 164.77 4.19 16.450 39.92 3748 1646.1 233.9 168.9 6.41 16.500 39.78 18215.3 8000 214.1 143.3 4.53 16.550 39.99 18215.3 8000 575.5 141.8 5.48 16.600 40.20 9658.8 4242 167.4 165 5.95 16.650 39.99 9612.1 4221.5 151.5 145.7 4.67 16.700 40.27 18215.3 8000 275.6 183.8 5.08 16.750 40.27 18215.3 8000 128.7 185.6 5.91 16.800 39.99 18215.3 8000 154.2 127.8 3.42 16.850 39.99 14435.6 6340 201.6 153.7 4.36 16.900 40.20 10795.1 4741.1 138 229.9 6.85 16.950 39.92 6508.6 2858.5 191.1 121.4 5.63

Lendutan Arah Cikampek (d6 turun)

Lendutan langsung (0.001 mm) pada masing - masing jarak terhadap pusat beban (mm)

0 200 300 450 600 900 1500 Sta Beban

(kN) Teg

(kPa) d1 d2 d3 d4 d5 d6 d7

16.200 39.49 559 747 527 426 325 245 138 87 16.250 39.99 566 239 203 181 154 126 75 55 16.300 40.27 570 186 153 140 122 106 68 57 16.350 39.99 566 232 198 180 157 133 84 62 16.400 40.06 567 254 208 185 157 127 69 42 16.450 39.92 565 346 246 186 131 98 52 45 16.500 39.78 563 254 200 175 150 122 72 50 16.550 39.99 566 178 144 132 117 103 66 49 16.600 40.20 569 316 232 196 157 119 60 43 16.650 39.99 566 333 257 219 175 134 69 49 16.700 40.27 570 198 164 147 125 102 54 38 16.750 40.27 570 265 209 184 151 117 60 38 16.800 39.99 566 280 240 212 180 146 84 57 16.850 39.99 566 264 210 182 150 118 65 47 16.900 40.20 569 280 218 181 139 101 51 30 16.950 39.92 565 372 276 223 183 142 83 59

Modulus Hasil Analisis (perubahan nilai d6 turun)

Sta Beban (kN)

Eadj (Mpa) E(1)(Mpa) E(2)(Mpa) E(3)(Mpa) RMS

Error

16.200 39.49 2581.9 1133.9 91.8 81.7 5.68 16.250 39.99 16614.8 7297.1 261.3 142.6 3.5 16.300 40.27 18041.9 7923.8 617.3 142.8 2.18 16.350 39.99 18215.3 8000 360.3 125.5 5 16.400 40.06 16294 7156.2 160.3 174.9 5.53 16.450 39.92 3243.1 1424.3 236.9 195 7.31 16.500 39.78 13117.5 5761.1 291.5 146.6 2.03 16.550 39.99 18215.3 8000 623.8 155.2 6.3 16.600 40.20 8964.3 3937 191.6 180.3 4.34 16.650 39.99 9118.5 4004.7 167.6 157.5 1.94 16.700 40.27 18215.3 8000 302.5 204.9 6.56 16.750 40.27 18215.3 8000 141.2 194.8 4.15 16.800 39.99 18215.3 8000 166.1 133.9 2.02 16.850 39.99 10048.5 4413.2 220.9 166 8.65 16.900 40.20 16187.3 7109.3 123.2 234.6 9.9 16.950 39.92 5116.9 2247.3 199.3 130.1 6.07

Lendutan arah Cikampek (perubahan nilai d6 naik)

Lendutan langsung (0.001 mm) pada masing - masing jarak terhadap pusat beban (mm)

0 200 300 450 600 900 1500 Sta Beban

(kN) Teg

(kPa) d1 d2 d3 d4 d5 d6 d7

16.200 39.49 559 747 527 426 325 245 168 87 16.250 39.99 566 239 203 181 154 126 105 55 16.300 40.27 570 186 153 140 122 106 98 57 16.350 39.99 566 232 198 180 157 133 114 62 16.400 40.06 567 254 208 185 157 127 99 42 16.450 39.92 565 346 246 186 131 98 82 45 16.500 39.78 563 254 200 175 150 122 102 50 16.550 39.99 566 178 144 132 117 103 96 49 16.600 40.20 569 316 232 196 157 119 90 43 16.650 39.99 566 333 257 219 175 134 99 49 16.700 40.27 570 198 164 147 125 102 84 38 16.750 40.27 570 265 209 184 151 117 90 38 16.800 39.99 566 280 240 212 180 146 114 57 16.850 39.99 566 264 210 182 150 118 95 47 16.900 40.20 569 280 218 181 139 101 81 30 16.950 39.92 565 372 276 223 183 142 113 59

Modulus Hasil Analisis (perubahan nilai d6 naik)

Sta Beban (kN)

Eadj (Mpa) E(1)(Mpa) E(2)(Mpa) E(3)(Mpa) RMS

Error

16.200 39.49 2581.9 1133.9 91.8 76.2 5.68 16.250 39.99 16614.8 7297.1 261.3 126.6 3.5 16.300 40.27 18041.9 7923.8 617.3 122 2.18 16.350 39.99 18215.3 8000 360.3 111.6 5 16.400 40.06 16294 7156.2 160.3 158.6 5.53 16.450 39.92 3243.1 1424.3 236.9 158.3 7.31 16.500 39.78 13117.5 5761.1 291.5 130.4 2.03 16.550 39.99 18215.3 8000 623.8 136.2 6.3 16.600 40.20 8964.3 3937 191.6 156.4 4.34 16.650 39.99 9118.5 4004.7 167.6 138.9 1.94 16.700 40.27 18215.3 8000 302.5 175.3 6.56 16.750 40.27 18215.3 8000 141.2 177.4 4.15 16.800 39.99 18215.3 8000 166.1 122.5 2.02 16.850 39.99 10048.5 4413.2 220.9 146.7 8.65 16.900 40.20 16187.3 7109.3 123.2 215.5 9.9 16.950 39.92 5116.9 2247.3 199.3 115.6 6.07

Lendutan Arah Cikampek (d7 turun)

Lendutan langsung (0.001 mm) pada masing - masing jarak terhadap pusat beban (mm)

0 200 300 450 600 900 1500 Sta Beban

(kN) Teg

(kPa) d1 d2 d3 d4 d5 d6 d7

16.200 39.49 559 747 527 426 325 245 153 72 16.250 39.99 566 239 203 181 154 126 90 40 16.300 40.27 570 186 153 140 122 106 83 42 16.350 39.99 566 232 198 180 157 133 99 47 16.400 40.06 567 254 208 185 157 127 84 27 16.450 39.92 565 346 246 186 131 98 67 30 16.500 39.78 563 254 200 175 150 122 87 35 16.550 39.99 566 178 144 132 117 103 81 34 16.600 40.20 569 316 232 196 157 119 75 28 16.650 39.99 566 333 257 219 175 134 84 34 16.700 40.27 570 198 164 147 125 102 69 23 16.750 40.27 570 265 209 184 151 117 75 23 16.800 39.99 566 280 240 212 180 146 99 42 16.850 39.99 566 264 210 182 150 118 80 32 16.900 40.20 569 280 218 181 139 101 66 15 16.950 39.92 565 372 276 223 183 142 98 44

Modulus Hasil Analisis (perubahan nilai d7 turun)

Sta Beban (kN)

Eadj (Mpa) E(1)(Mpa) E(2)(Mpa) E(3)(Mpa) RMS

Error

16.200 39.49 5112.4 2245.3 47 88.9 5.68 16.250 39.99 18215.3 8000 168.9 166.4 3.5 16.300 40.27 18215.3 8000 409.4 160.5 2.18 16.350 39.99 18215.3 8000 162.9 142.6 5 16.400 40.06 13375.3 5874.3 279.8 232.5 5.53 16.450 39.92 5979.1 2626 157.1 209.9 7.31 16.500 39.78 18215.3 8000 169.6 185.9 2.03 16.550 39.99 15876.7 6972.9 795.1 187.3 6.3 16.600 40.20 4987.4 2190.4 294.7 230.9 4.34 16.650 39.99 14772.9 6488.1 83.9 193.5 1.94 16.700 40.27 18215.3 8000 200.4 265.9 6.56 16.750 40.27 8797 3863.6 310.3 271 4.15 16.800 39.99 18215.3 8000 85.9 160.6 2.02 16.850 39.99 7215.9 3169.2 396.8 205.5 8.65 16.900 40.20 6379.1 2801.7 241.4 384 9.9 16.950 39.92 3812.4 1674.4 277.9 149.8 6.07

Lendutan arah Cikampek (perubahan nilai d7 naik)

Lendutan langsung (0.001 mm) pada masing - masing jarak terhadap pusat beban (mm)

0 200 300 450 600 900 1500 Sta Beban

(kN) Teg

(kPa) d1 d2 d3 d4 d5 d6 d7

16.200 39.49 559 747 527 426 325 245 153 102 16.250 39.99 566 239 203 181 154 126 90 70 16.300 40.27 570 186 153 140 122 106 83 72 16.350 39.99 566 232 198 180 157 133 99 77 16.400 40.06 567 254 208 185 157 127 84 57 16.450 39.92 565 346 246 186 131 98 67 60 16.500 39.78 563 254 200 175 150 122 87 65 16.550 39.99 566 178 144 132 117 103 81 64 16.600 40.20 569 316 232 196 157 119 75 58 16.650 39.99 566 333 257 219 175 134 84 64 16.700 40.27 570 198 164 147 125 102 69 53 16.750 40.27 570 265 209 184 151 117 75 53 16.800 39.99 566 280 240 212 180 146 99 72 16.850 39.99 566 264 210 182 150 118 80 62 16.900 40.20 569 280 218 181 139 101 66 45 16.950 39.92 565 372 276 223 183 142 98 74

Modulus Hasil Analisis (perubahan nilai d7 naik)

Sta Beban (kN)

Eadj (Mpa) E(1)(Mpa) E(2)(Mpa) E(3)(Mpa) RMS

Error

16.200 39.49 5112.4 2245.3 47 72.4 5.68 16.250 39.99 18215.3 8000 168.9 112.8 3.5 16.300 40.27 18215.3 8000 409.4 110.4 2.18 16.350 39.99 18215.3 8000 162.9 100 5 16.400 40.06 13375.3 5874.3 279.8 132.7 5.53 16.450 39.92 5979.1 2626 157.1 156.2 7.31 16.500 39.78 18215.3 8000 169.6 119 2.03 16.550 39.99 15876.7 6972.9 795.1 117.6 6.3 16.600 40.20 4987.4 2190.4 294.7 140.6 4.34 16.650 39.99 14772.9 6488.1 83.9 125.7 1.94 16.700 40.27 18215.3 8000 200.4 150.1 6.56 16.750 40.27 8797 3863.6 310.3 146.5 4.15 16.800 39.99 18215.3 8000 85.9 107.6 2.02 16.850 39.99 7215.9 3169.2 396.8 129.8 8.65 16.900 40.20 6379.1 2801.7 241.4 188.7 9.9 16.950 39.92 3812.4 1674.4 277.9 108.2 6.07

    LAMPIRAN B

Hasil Perhitungan Kumulatif ESAL

Kumulatif ESAL Rencana Jalur A

Tahun Gol LHR Rencana i

Koef Distribusi

Kend Berat

Faktor Truk

Rencana

ESAL per Hari

ESAL Satu Tahun

Kumulatif ESAL Rencana/Lajur

(1) (2) (3) (4) (5) (6) (7)=(3)*(5)*(6) (8)=(7)*365 (9)

1988 IIA 1020 7.50% 50.00% 0.9275 473 172646 IIB 375 7.50% 50.00% 2.518 472 172329 344975

1989 IIA 1097 7.50% 50.00% 0.9275 508 185594 IIB 403 7.50% 50.00% 2.518 508 185254 715822

1990 IIA 1179 7.50% 50.00% 0.9275 547 199514 IIB 433 7.50% 50.00% 2.518 546 199148 1114483

1991 IIA 1267 7.50% 50.00% 0.9275 588 214477 IIB 466 7.50% 50.00% 2.518 587 214084 1543044

1992 IIA 1362 7.50% 50.00% 0.9275 632 230563 IIB 501 7.50% 50.00% 2.518 631 230140 2003747

1993 IIA 1464 7.50% 50.00% 0.9275 679 247855 IIB 538 7.50% 50.00% 2.518 678 247400 2499003

1994 IIA 1574 7.50% 50.00% 0.9275 730 266444 IIB 579 7.50% 50.00% 2.518 729 265956 3031402

1995 IIA 1692 7.50% 50.00% 0.9275 785 286428 IIB 622 7.50% 50.00% 2.518 783 285902 3603732

1996 IIA 1819 7.50% 50.00% 0.9275 844 307910 IIB 669 7.50% 50.00% 2.518 842 307345 4218986

1997 IIA 1956 7.50% 50.00% 0.9275 907 331003 IIB 719 7.50% 50.00% 2.518 905 330396 4880385

1998 IIA 2102 7.50% 47.50% 0.9275 926 338037 IIB 773 7.50% 47.50% 2.518 924 337417 5555838

1999 IIA 2260 7.50% 47.50% 0.9275 996 363389 IIB 831 7.50% 47.50% 2.518 994 362723 6281950

2000 IIA 2429 7.50% 47.50% 0.9275 1070 390644 IIB 893 7.50% 47.50% 2.518 1068 389927 7062521

2001 IIA 2612 7.50% 47.50% 0.9275 1151 419942 IIB 960 7.50% 47.50% 2.518 1148 419172 7901634

2002 IIA 2807 7.50% 47.50% 0.9275 1237 451437 IIB 1032 7.50% 47.50% 2.518 1235 450609 8803681

2003 IIA 3018 7.50% 47.50% 0.9275 1330 485295 IIB 1110 7.50% 47.50% 2.518 1327 484405 9773382

2004 IIA 3244 7.50% 28.72% 0.9275 864 315432 IIB 1193 7.50% 28.72% 2.518 863 314853 10403667

2005 IIA 3487 7.50% 28.72% 0.9275 929 339063 IIB 1282 7.50% 28.72% 2.518 927 338518 11081248

2006 IIA 3749 7.50% 28.72% 0.9275 999 364493 IIB 1379 7.50% 28.72% 2.518 997 363907 11809648

2007 IIA 4030 7.50% 28.72% 0.9275 1074 391830 IIB 1482 7.50% 28.72% 2.518 1072 391200 12592678

2008 IIA 4332 7.50% 28.72% 0.9275 1154 421217 IIB 1593 7.50% 28.72% 2.518 1152 420540 13434435

(Lanjutan) Kumulatif ESAL Rencana Jalur A

Tahun Gol LHR

Rencana i

Koef Distribusi

Kend Berat

Faktor Truk

RencanaESAL

per Hari ESAL Satu

Tahun Kumulatif ESAL Rencana/Lajur

(1) (2) (3) (4) (5) (6) (7)=(3)*(5)*(6) (8)=(7)*365 (9)

2009 IIA 4657 7.50% 28.72% 0.9275 1241 452808 IIB 1713 7.50% 28.72% 2.518 1239 452081 14339323

2010 IIA 5006 7.50% 28.72% 0.9275 1334 486769 IIB 1841 7.50% 28.72% 2.518 1331 485987 15312079

2011 IIA 5382 7.50% 28.72% 0.9275 1434 523277 IIB 1979 7.50% 28.72% 2.518 1431 522436 16357791

2012 IIA 5786 7.50% 28.72% 0.9275 1541 562522 IIB 2128 7.50% 28.72% 2.518 1539 561618 174819312

Kumulatif ESAL Rencana Jalur B

Tahun Gol LHR Rencana i

Koef Distribusi

Kend Berat

Faktor Truk

Rencana

ESAL per Hari

ESAL Satu Tahun

Kumulatif ESAL

Rencana/Lajur

(1) (2) (3) (4) (5) (6) (7)=(3)*(5)*(6) (8)=(7)*365 (9) 1988 IIA 1020 7.50% 50.00% 0.9275 473 172646

IIB 375 7.50% 50.00% 2.518 472 172329 3449751989 IIA 1097 7.50% 50.00% 0.9275 508 185594

IIB 403 7.50% 50.00% 2.518 508 185254 7158221990 IIA 1179 7.50% 50.00% 0.9275 547 199514

IIB 433 7.50% 50.00% 2.518 546 199148 11144831991 IIA 1267 7.50% 50.00% 0.9275 588 214477

IIB 466 7.50% 50.00% 2.518 587 214084 15430441992 IIA 1362 7.50% 50.00% 0.9275 632 230563

IIB 501 7.50% 50.00% 2.518 631 230140 20037471993 IIA 1464 7.50% 50.00% 0.9275 679 247855

IIB 538 7.50% 50.00% 2.518 678 247400 24990031994 IIA 1574 7.50% 50.00% 0.9275 730 266444

IIB 579 7.50% 50.00% 2.518 729 265956 30314021995 IIA 1692 7.50% 50.00% 0.9275 785 286428

IIB 622 7.50% 50.00% 2.518 783 285902 36037321996 IIA 1819 7.50% 50.00% 0.9275 844 307910

IIB 669 7.50% 50.00% 2.518 842 307345 42189861997 IIA 1956 7.50% 50.00% 0.9275 907 331003

IIB 719 7.50% 50.00% 2.518 905 330396 48803851998 IIA 2102 7.50% 47.50% 0.9275 926 338037

IIB 773 7.50% 47.50% 2.518 924 337417 55558381999 IIA 2260 7.50% 47.50% 0.9275 996 363389

IIB 831 7.50% 47.50% 2.518 994 362723 62819502000 IIA 2429 7.50% 47.50% 0.9275 1070 390644

IIB 893 7.50% 47.50% 2.518 1068 389927 70625212001 IIA 2612 7.50% 47.50% 0.9275 1151 419942

IIB 960 7.50% 47.50% 2.518 1148 419172 79016342002 IIA 2807 7.50% 47.50% 0.9275 1237 451437

IIB 1032 7.50% 47.50% 2.518 1235 450609 88036812003 IIA 3018 7.50% 47.50% 0.9275 1330 485295

IIB 1110 7.50% 47.50% 2.518 1327 484405 97733822004 IIA 3244 7.50% 29.35% 0.9275 883 322351

IIB 1193 7.50% 29.35% 2.518 882 321760 104174922005 IIA 4196 7.50% 29.35% 0.9275 1142 416929

IIB 1543 7.50% 29.35% 2.518 1140 416259 112506802006 IIA 4511 7.50% 29.35% 0.9275 1228 448199

IIB 1659 7.50% 29.35% 2.518 1226 447478 121463572007 IIA 4849 7.50% 29.35% 0.9275 1320 481814

IIB 1783 7.50% 29.35% 2.518 1318 481039 131092102008 IIA 5213 7.50% 29.35% 0.9275 1419 517950

IIB 1917 7.50% 29.35% 2.518 1417 517117 14144277

(Lanjutan) Kumulatif ESAL Rencana Jalur A

Tahun Gol LHR Rencana i

Koef Distribusi

Kend Berat

Faktor Truk

Rencana

ESAL per Hari

ESAL Satu Tahun

Kumulatif ESAL

Rencana/Lajur

(1) (2) (3) (4) (5) (6) (7)=(3)*(5)*(6) (8)=(7)*365 (9) 2009 IIA 5604 7.50% 29.35% 0.9275 1525 556796

IIB 2061 7.50% 29.35% 2.518 1523 555901 152569742010 IIA 6024 7.50% 29.35% 0.9275 1640 598556

IIB 2215 7.50% 29.35% 2.518 1637 597594 164531232011 IIA 6476 7.50% 29.35% 0.9275 1763 643447

IIB 2382 7.50% 29.35% 2.518 1760 642413 177389832012 IIA 6962 7.50% 29.35% 0.9275 1895 691706

IIB 2560 7.50% 29.35% 2.518 1892 690594 19121283

Kumulatif ESAL Aktual Jalur A

Tahun Gol LHR Aktual

Koef Distribusi

Kend Berat

Faktor Truk

Aktual

ESAL per Hari

ESAL Satu

Tahun

Kumulatif ESAL

Aktual/Lajur

1988 II 1394 50.00% 1.8083 1260 460041 50.00% 460041

1989 II 1958 50.00% 1.8083 1770 646169 50.00% 1106209

1990 II 4735 50.00% 1.8083 4281 1562620 50.00% 2668829

1991 IIA 3582 50.00% 2.0523 3676 1341601 IIB 823 50.00% 5.6497 2325 848576 4859006

1992 IIA 3399 50.00% 2.0523 3488 1273060 IIB 1077 50.00% 5.6497 3042 1110469 7242535

1993 IIA 4269 50.00% 0.4152 886 323504 IIB 1532 50.00% 1.4593 1118 408012 7974051

1994 IIA 5017 50.00% 0.4152 1042 380188 IIB 2057 50.00% 1.4593 1501 547833 8902071

1995 IIA 5526 50.00% 0.4152 1147 418760 IIB 2629 50.00% 1.4593 1918 700171 10021002

1996 IIA 5935 50.00% 0.4152 1232 449754 IIB 3161 50.00% 1.4593 2306 841857 11312613

1997 IIA 6417 50.00% 0.4152 1332 486279 IIB 3834 50.00% 1.4593 2798 1021094 12819986

1998 IIA 5144 47.50% 0.4152 1015 370321 IIB 2830 47.50% 1.4593 1962 716018 13906325

1999 IIA 5618 47.50% 0.4152 1108 404445 IIB 3317 47.50% 1.4593 2299 839233 15150003

2000 IIA 6427 47.50% 0.4152 1268 462685 IIB 3955 47.50% 1.4593 2742 1000654 16613343

2001 IIA 6793 47.50% 0.5132 1656 604388 IIB 4402 47.50% 3.14 6566 2396435 19614166

2002 IIA 6978 47.50% 0.5132 1701 620848 IIB 4797 47.50% 3.14 7155 2611472 22846486

2003 IIA 7047 47.50% 0.5132 1718 626987 IIB 4806 47.50% 3.14 7168 2616371 26089845

2004 IIA 7811 28.72% 0.5132 1151 420196 IIB 5550 28.72% 3.14 5005 1826835 28336876

2005 IIA 10054 28.72% 0.5132 1235 450932 IIB 7144 28.72% 3.14 5609 2047154 30834983

2006 IIA 12942 28.72% 0.5132 1326 483895 IIB 9196 28.72% 3.14 6285 2294041 33612918

2007 IIA 16659 28.72% 0.5132 1423 519268 IIB 11837 28.72% 3.14 7043 2570702 36702888

2008 IIA 21443 28.72% 0.5132 1527 557226 IIB 15236 28.72% 3.14 7892 2880729 40140843

2009 IIA 27602 28.72% 0.5132 1638 597959

(Lanjutan) Kumulatif ESAL Aktual Jalur A

Tahun Gol LHR

Aktual

Koef Distribusi

Kend Berat

Faktor Truk

Aktual ESAL

per Hari

ESAL Satu

Tahun

Kumulatif ESAL

Aktual/Lajur IIB 19612 28.72% 3.14 8844 3228145 43966947

2010 IIA 35529 28.72% 0.5132 1758 641670 IIB 25245 28.72% 3.14 9911 3617459 48226076

2011 IIA 45733 28.72% 0.5132 1887 688576 IIB 32495 28.72% 3.14 11106 4053725 52968377

2012 IIA 58867 28.72% 0.5132 2024 738911 IIB 41827 28.72% 3.14 12445 4542604 58249892

Kumulatif ESAL Aktual Jalur B

Tahun Gol LHR Aktual

Koef Distribusi

Kend Berat

Faktor Truk

Aktual

ESAL per Hari

ESAL Satu

Tahun

Kumulatif ESAL

Aktual/Lajur

1988 II 2265 50.00% 4.008 4539 1656757 50.00% 1656757

1989 II 3089 50.00% 4.008 6190 2259480 50.00% 3916237

1990 II 5540 50.00% 4.008 11102 4052288 50.00% 7968525

1991 IIA 3773 50.00% 6.7521 12738 4649335 IIB 665 50.00% 7.6544 2545 928957 13546818

1992 IIA 3495 50.00% 6.7521 11799 4306765 IIB 912 50.00% 7.6544 3490 1273999 19127581

1993 IIA 4386 50.00% 0.4223 926 338027 IIB 1449 50.00% 1.4196 1029 375408 19841017

1994 IIA 5230 50.00% 0.4223 1104 403074 IIB 2023 50.00% 1.4196 1436 524120 20768211

1995 IIA 5694 50.00% 0.4223 1202 438834 IIB 2490 50.00% 1.4196 1767 645111 21852156

1996 IIA 6100 50.00% 0.4223 1288 470125 IIB 2989 50.00% 1.4196 2122 774392 23096672

1997 IIA 6713 50.00% 0.4223 1417 517368 IIB 3751 50.00% 1.4196 2662 971811 24585852

1998 IIA 5589 47.50% 0.4223 1121 409205 IIB 2888 47.50% 1.4196 1947 710813 25705871

1999 IIA 5809 47.50% 0.4223 1165 425313 IIB 3274 47.50% 1.4196 2208 805818 26937002

2000 IIA 6498 47.50% 0.4223 1303 475759 IIB 3925 47.50% 1.4196 2647 966047 28378807

2001 IIA 6672 47.50% 0.6157 1951 712252 IIB 4247 47.50% 3.8527 7772 2836825 31927884

2002 IIA 6820 47.50% 0.6157 1995 728051 IIB 4751 47.50% 3.8527 8694 3173477 35829412

2003 IIA 7006 47.50% 0.6157 2049 747907 IIB 4805 47.50% 3.8527 8793 3209547 39786866

2004 IIA 7652 28.72% 0.6157 1383 504739 IIB 5624 28.72% 3.8527 6359 2321187 42612793

2005 IIA 9850 28.72% 0.5132 1458 532170 IIB 7239 28.72% 3.14 7117 2597881 45742825

2006 IIA 12678 28.72% 0.5132 1537 561120 IIB 9318 28.72% 3.14 7966 2907548 49211493

2007 IIA 16320 28.72% 0.5132 1621 591645 IIB 11995 28.72% 3.14 8915 3254128 53057265

2008 IIA 21007 28.72% 0.5132 1709 623831 IIB 15439 28.72% 3.14 9978 3642020 57323116

2009 IIA 27040 28.72% 0.5132 1802 657767

(Lanjutan) Kumulatif ESAL Aktual Jalur B

Tahun Gol LHR

Aktual

Koef Distribusi

Kend Berat

Faktor Truk

Aktual ESAL

per Hari

ESAL Satu

Tahun

Kumulatif ESAL

Aktual/Lajur IIB 19874 28.72% 3.14 11168 4076148 62057031

2010 IIA 34806 28.72% 0.5132 1900 693550 IIB 25581 28.72% 3.14 12499 4562025 67312606

2011 IIA 44802 28.72% 0.5132 2004 731279 IIB 32928 28.72% 3.14 13989 5105819 73149703

2012 IIA 57669 28.72% 0.5132 2112 771060 IIB 42385 28.72% 3.14 15656 5714432 79635195

 

    LAMPIRAN C

Output Program EVERCALC