Sheet1TitikBeban UjiLendutan Balik / BB ( mm )Temperatur ( C )Koreksi Pada Temperatur Standart ( Ft)Koreksi Musim ( Ca )Koreksi Beban ( FKB-BB )Lendutan Terkoreksi ( mm ), db = 2 (d3-d1) x Ft x Ca x FKB-BB )dB2d1d2d3TuTpTtTbTL18.200.81.5253232.328.631.01.11.20.9903.91915.35728.20.51.42.1273535.13133.71.01.20.9903.87615.02438.21.21.92.4263333.429.632.01.11.20.9903.0509.30048.211.82.6233633.429.633.01.01.20.9903.97115.76958.21.32.12.8253232.328.631.01.11.20.9903.91915.35768.20.61.42.1283636.23234.71.01.20.9903.56312.69278.21.31.92.6243231.728.130.61.11.20.9903.39611.53588.20.71.82.8283736.732.535.41.01.20.9904.98824.87698.20.41.21.8243633.93033.31.01.20.9903.47512.073108.21.51.22.4273836.732.535.71.01.20.9902.0954.388118.21.91.23.2223029.526.228.61.21.20.9903.58212.827Jumlah39.831149.196Lendutan Rata - rata (dR)3.621Jumlah Titik (ns)11Deviasi Standart (s)0.705Jenis KendaraanmJumlah Hari Dalam 1 TahunECNCESAFK = (s/dr)x100%19.5Mobil Penumpang24553650.00040.42510.191552.2707225Lendutan Wakil = dr + 2s5.030mmBus3503650.30060.42510.19166307.9457375Lendutan Rencana = 22.208 x CESA-0.23070.508mmTruk6453650.21740.42510.19221653.82639625Ho39cmTruk4753655.02640.42510.193774041.182075Fo = 0.5032 x EXP(0.0194 x TPRT )0.931Truk3603652.74160.42510.191560136.40388Ht = Ho x Fo36cmTruk Gandeng2803654.92830.42510.192181278.639995FKTBL = 12.51 x MR-0.3331.00Trailer2483656.11790.42510.192398336.037871Ht = 36 x FKTBL36cmTrailer16436510.1830.42510.192639827.631185Jumlah12943133.9378622Tebal lapis Tambah yang diperlukan untuk ruas jalan Malang agar dapat melayani lalu lintas sebanyak 12943133 ESA selama umur rencana 8 Tahun adalah 36cm Laston dengan Modulus Resilien 2000 Mpa

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