dayanu perencanaan perkerasan (perbaikan) 2 ike

Jenis Kend. Berat Tot. distribusi Beban beban sumbudepan belakang depan belakangMP 1.6 50% 50% 0.8000 0.8000Bus Kecil 5.03 34% 66% 1.7102 3.3198Bus 8.03 34% 66% 2.7302 5.2998Truk Ringan 7.03 34% 66% 2.3902 4.6398Truk 2 As 16.03 34% 66% 5.4502 10.5798Truk 3 As 20.03 25% 75% 5.0075 15.0225Trailer 25.03 18% 41%=41% 4.5054 10.2623

10.2623

Jenis Kend. Ekivalensi volume LHRDi bukaMP 1.848E-04 5306 5697.1076Bus Kecil 2.933E-02 3306 3549.6867Bus 1.905E-01 1306 1402.2658Truk Ringan 1.119E-01 806 865.4106Truk 2 As 3.025E+00 660 708.6489Truk 3 As 1.130E+00 406 435.9264Trailer 2.810E+00 260 279.1647

n1 4n2 6n3 6n4 4i1 3.00%i2 4.30%k3 4.10%i4 0.03%

2007 2011 2011 2017LHR LHR

MP 6412.1448 5697.1076 MP 8254.8497LHR LHR

Bus Kecil 3995.2037 3549.6867 Bus Kecil 5143.3346LHR LHR

Bus 1578.2626 1402.2658 Bus 2031.8194LHR LHR

Truk Ringan 974.0273 865.4106 Truk Ringan 1253.9406LHR LHR

Truk 2 As 797.5906 708.6489 Truk 2 As 1026.8000LHR LHR

Truk 3 As 490.6390 435.9264 Truk 3 As 631.6376LHR LHR

Trailer 314.2023 279.1647 Trailer 404.4970

kg kg800 8001710.2 3319.82730.2 5299.82390.2 4639.8 0.0073616698 0.1045289065 0.11189057635450.2 10579.8 0.1990165176 2.8258505947 3.02486711225007.5 15022.5 0.1418153355 11.487042178 11.6288575144505.4 10262.3 0.0929336049 0.2151377595 0.3080713645

10262.3

LHRo LHR di Buka

5306 5697.10763306 3549.68671306 1402.2658806 865.4106660 708.6489406 435.9264260 279.1647

2017 2023 2023 2027LHR LHR

MP 10505.4231 MP 10518.0353LHR LHR

Bus Kecil 6545.5953 Bus Kecil 6553.4536LHR LHR

Bus 2585.7675 Bus 2588.8719LHR LHR

Truk Ringan 1595.8106 Truk Ringan 1597.7264LHR LHR

Truk 2 As 1306.7432 Truk 2 As 1308.3120LHR LHR

Truk 3 As 803.8450 Truk 3 As 804.8101LHR LHR

Trailer 514.7776 Trailer 515.3956

LHR Tambahan2007 - 2011 2011 - 2017 2017 - 2023 2023 - 2027 20056412.1448 8254.8497 10505.4231 10518.0353 MP 53063995.2037 5143.3346 6545.5953 6553.4536 Bus Kecil 33061578.2626 2031.8194 2585.7675 2588.8719 Bus 1306974.0273 1253.9406 1595.8106 1597.7264 Truk Ringan 806797.5906 1026.8000 1306.7432 1308.3120 Truk 2 As 660490.6390 631.6376 803.8450 804.8101 Truk 3 As 406314.2023 404.4970 514.7776 515.3956 Trailer 260

202710518.03536553.45362588.87191597.72641308.3120804.8101515.3956

2007 2007 - 2011 2011 - 2017 2017 - 2023 2023 - 20275697.1076 6412.1448 8254.8497 10505.4231 10518.03533549.6867 3995.2037 5143.3346 6545.5953 6553.45361402.2658 1578.2626 2031.8194 2585.7675 2588.8719865.4106 974.0273 1253.9406 1595.8106 1597.7264708.6489 797.5906 1026.8000 1306.7432 1308.3120435.9264 490.6390 631.6376 803.8450 804.8101279.1647 314.2023 404.4970 514.7776 515.3956

2013 2017 2022 2027 2033

2007 2012 2017 2022 20271

1001

2001

3001

4001

5001

6001

7001

GRAFIK LALU LINTAS HARIAN RATA- RATA

MPBus KecilBusTruk RinganTruk 2 AsTruk 3 AsTrailer

Tahun

Lalu Lintas Harian Rata-Rata

2039

2007 2012 2017 2022 20271

1001

2001

3001

4001

5001

6001

7001

GRAFIK LALU LINTAS HARIAN RATA- RATA

MPBus KecilBusTruk RinganTruk 2 AsTruk 3 AsTrailer

Tahun

Lalu Lintas Harian Rata-Rata

a. Mencari Nilai CBR Dengan Cara Grafis

Nilai CBR % Jmlh Dta yg Trtera2.6 18 1002.8 16 88.88893.1 15 83.33333.5 14 77.77783.6 13 72.22224.5 12 66.66674.6 9 50.00004.9 8 44.44445 7 38.8889

5.8 6 33.33336.3 5 27.77787.3 4 22.22227.4 3 16.66678.4 2 11.11118.6 1 5.5556

b. Mencari Nilai CBR Dengan Cara Analitis

5

3.1132

c. Mencari Nilai LEP dan LEA

Jenis Kendaraan LEPMobil Penumpang 0.6316Bus Kecil 72.8672Bus 186.9661Truk Ringan 67.7819Truk 2 As 1500.4981Truk 3 As 344.7266Trailer 549.0531

= 2722.5246

d. Perencanaan tebal perkerasan jalan bru tanpa tahapan

DDT = 3.8208

FR = 2.0 % kend. Berat =(dari tabel 7.8)

Jmlah Dta yg Tetera

CBR Rta2

CBR SEGMEN

Lintas Ekivalen Rencana (LER)LET = 3874.4332FP = 2.2

LER = 8523.7529

Indeks Permukaan Awal

DATA2.62.62.83.13.53.64.54.54.54.64.95

5.86.37.37.48.48.6

90

LEA E1.1660 5697.1076 10518.0353 0.000185

134.5279 3549.6867 6553.4536 0.02933345.1779 1402.2658 2588.8719 0.1905125.1394 865.4106 1597.7264 0.1119

2770.2289 708.6489 1308.3120 3.0249636.4363 435.9264 804.8101 1.1297

1013.6653 279.1647 515.3956 2.80975026.3417

55.9668

LHR2014 LHR2036

2 3 4 5 6 7 8 9

Chart Title

Axis Title

Axis Title

N 31111698.2

log 7.4929

DDT =FR =

Lintas Ekivalen Rencana (LER)LET =FP =

LER =

N

DDT =FR =


LER =

N

d. Perencanaan tebal perkerasan jalan bru dengan tahapan

Tahap I

Jenis Kendaraan LEP LEAMobil Penumpang 0.6316 0.9151 5697.1076

LHR2014

2 3 4 5 6 7 8 9

Chart Title

Axis Title

Axis Title

Bus Kecil 72.8672 105.5813 3549.6867Bus 186.9661 270.9053 1402.2658Truk Ringan 67.7819 98.2129 865.4106Truk 2 As 1500.4981 2174.1535 708.6489Truk 3 As 344.7266 499.4931 435.9264Trailer 549.0531 795.5530 279.1647

= 2722.5246 3944.8143

3.82082 % kend. Berat 55.9668049793

Lintas Ekivalen Rencana (LER)3333.6694

1

3333.6694

12167893.39

Tahap 2

Jenis Kendaraan LEP LEAMobil Penumpang 0.9151 1.1660 8254.8497Bus Kecil 105.5813 134.5279 5143.3346Bus 270.9053 345.1779 2031.8194Truk Ringan 98.2129 125.1394 1253.9406Truk 2 As 2174.1535 2770.2289 1026.8000Truk 3 As 499.4931 636.4363 631.6376Trailer 795.5530 1013.6653 404.4970

= 3944.8143 5026.3417

3.82079472082 % kend. Berat 55.9668049793


1.2

5382.6936

19646831.6110576

LHR2024

E8254.8497 0.000185

LHR2024

2 3 4 5 6 7 8 9

Chart Title

Axis Title

Axis Title

5143.3346 0.0293252031.8194 0.1904731253.9406 0.1118911026.8000 3.024867631.6376 1.129701404.4970 2.809673

E### 0.000185

6553.4536 0.0293252588.8719 0.1904731597.7264 0.1118911308.3120 3.024867804.8101 1.129701515.3956 2.809673

LHR2036

a. Mencari Nilai CBR Dengan Cara Grafis

Nilai CBR % Jmlh Dta yg Trtera2.6 18 1002.8 16 88.88893.1 15 83.33333.5 14 77.77783.6 13 72.22224.5 12 66.66674.6 9 50.00004.9 8 44.44445 7 38.8889

5.8 6 33.33336.3 5 27.77787.3 4 22.22227.4 3 16.66678.4 2 11.11118.6 1 5.5556

b. Mencari Nilai CBR Dengan Cara Analitis

5

3.1132

c. Mencari Nilai LEP dan LEA

Jenis Kendaraan LEPMobil Penumpang 0.6316Bus Kecil 72.8672Bus 186.9661Truk Ringan 67.7819Truk 2 As 1500.4981Truk 3 As 344.7266Trailer 549.0531

= 2722.5246

d. Perencanaan tebal perkerasan jalan bru tanpa tahapan

DDT = 3.8208

FR = 2.0 % kend. Berat =(dari tabel 7.8)

Jmlah Dta yg Tetera

CBR Rta2

CBR SEGMEN

Lintas Ekivalen Rencana (LER)LET = 3874.4332FP = 2.2

LER = 8523.7529

Indeks Permukaan Awal

DATA2.62.62.83.13.53.64.54.54.54.64.95

5.86.37.37.48.48.6

90

LEA E1.1660 5697.1076 10518.0353 0.000185

134.5279 3549.6867 6553.4536 0.02933345.1779 1402.2658 2588.8719 0.1905125.1394 865.4106 1597.7264 0.1119

2770.2289 708.6489 1308.3120 3.0249636.4363 435.9264 804.8101 1.1297

1013.6653 279.1647 515.3956 2.80975026.3417

17.6929

LHR2014 LHR2036

2 3 4 5 6 7 8 9

Grafik Nilai CBR

CBR (%)

Jumlah Data Yang Tertera (%)

N 31111698.2

log 7.4929

DDT =FR =


LER =

N

DDT =FR =


LER =

N

d. Perencanaan tebal perkerasan jalan bru dengan tahapan

Tahap I

Jenis Kendaraan LEP LEAMobil Penumpang 0.6316 0.9151 5697.1076

LHR2014

2 3 4 5 6 7 8 9

Grafik Nilai CBR

CBR (%)

Jumlah Data Yang Tertera (%)

Bus Kecil 72.8672 105.5813 3549.6867Bus 186.9661 270.9053 1402.2658Truk Ringan 67.7819 98.2129 865.4106Truk 2 As 1500.4981 2174.1535 708.6489Truk 3 As 344.7266 499.4931 435.9264Trailer 549.0531 795.5530 279.1647

= 2722.5246 3944.8143

3.82082 % kend. Berat 17.6929460581


1

3333.6694

12167893.39

Tahap 2

Jenis Kendaraan LEP LEAMobil Penumpang 0.9151 1.1660 8254.8497Bus Kecil 105.5813 134.5279 5143.3346Bus 270.9053 345.1779 2031.8194Truk Ringan 98.2129 125.1394 1253.9406Truk 2 As 2174.1535 2770.2289 1026.8000Truk 3 As 499.4931 636.4363 631.6376Trailer 795.5530 1013.6653 404.4970

= 3944.8143 5026.3417

3.82079472082 % kend. Berat 17.6929460581


1.2

5382.6936

19646831.6110576

LHR2024

E8254.8497 0.000185

LHR2024

5143.3346 0.0293252031.8194 0.1904731253.9406 0.1118911026.8000 3.024867631.6376 1.129701404.4970 2.809673

E### 0.000185

6553.4536 0.0293252588.8719 0.1904731597.7264 0.1118911308.3120 3.024867804.8101 1.129701515.3956 2.809673

LHR2036

Dik ; no. Jenis KnedaraanUR = 22 1 Bus KecilMr = 11 2 BUSFungsi Jalan = Kolektor 3 Truk RinganFk = 4 Truk Berat 2 As

5 Truk 3 Asno. CBR K 6 Trailer1 2.6 24 2.4 5.760 2 2.6 24 2.4 5.7603 2.8 25 2.5 6.250 C =4 3.1 27 2.7 7.290 JKNH =5 3.5 30 3 9.0006 3.6 31 3.1 9.6107 4.5 35 3.5 12.2508 4.5 35 3.5 12.250 20149 4.5 35 3.5 12.250

10 4.6 36 3.6 12.96011 4.9 37 3.7 13.69012 5 37.5 3.75 14.06313 5.8 41 4.1 16.81014 6.3 43 4.3 18.490 R =15 7.3 47 4.7 22.09016 7.4 48 4.8 23.04017 8.4 50 5 25.00018 8.6 51 5.1 26.010

65.65 252.573

3.6472S = 0.8789

2.5222 KolektorFk = 24.0982 % (< 25% Dianjurkan)

(kg/cm2) k2

R1 =R2 =R3 =R4 =

JKN2036=

JSKN2014=

k = JSKN2036=

ko =

Jenis Knedaraan LHR SumbuBus Kecil 3549.6867 7099.3734BUS 1402.2658 2804.5317Truk Ringan 865.4106 1730.8212Truk Berat 2 As 708.6489 1417.2978Truk 3 As 435.9264 871.8529Trailer 279.1647 837.4941

7241.1032 14761.3711

0.705068.7722

3.02 4.02 2.02 4.022019 2024 2030

5.3911 n = 56.4132 n = 59.0086 n = 6

10.7849 n = 631.5978

58459150.3573

14761.3711

170245805.6074

STRT 1.7102 0.2405STRG 3.3198 0.2405STRT 2.7302 0.0950STRG 5.2998 0.0950STRT 2.3902 0.0586STRG 4.6398 0.0586STRT 5.4502 0.0480STRG 10.5798 0.0480STRT 5.0075 0.0295SGRG 15.0225 0.0295STRT 4.5054 0.0189

2036 STRT 4.5054 0.0189SGRG 10.2623 0.0189

Konfigurasi Sumbu

Beban Sumbu (ton)

Presentase Konfigurasi Sumbu

Dicoba : t = 19 cm Fk = 1,0

286574.6606286574.6606113208.2597 STRT 1.7102 1.7102113208.2597 STRG 3.3198 3.319869866.6595 STRT 2.7302 2.730269866.6595 STRG 5.2998 5.299857210.9123 STRT 2.3902 2.390257210.9123 STRG 4.6398 4.639835193.3794 STRT 5.4502 5.450235193.3794 STRG 10.5798 10.579822537.6321 STRT 5.0075 5.007522537.6321 SGRG 15.0225 15.022522537.6321 STRT 4.5054 4.5054

STRT 4.5054 4.5054SGRG 10.2623 10.2623

Jumlah Repetisi Beban

Konfigurasi Sumbu (a)

Beban Sumbu (b)

Beban Sumbu Rencana ( C )

Repetisi Beban (d)

286574.661 - -286574.661 - -113208.260 - -113208.260 1.4 0.3869866.660 1.73 0.4769866.660 2.0 0.54 18000057210.912 1.86 0.5057210.912 2.63 0.71 150035193.379 1.94 0.52 30000035193.379 2.31 0.62 1800022537.632 2.16 0.58 5700022537.632 2.16 0.58 5700022537.632 1.5 0.41

Jumlah

Mr = 37 kg/cm2

Tegangan Yang Terjadi (e)

Perbandingan Tegangan (f)

Jumlah Repetisi Beban Izin (g)

0.54 1800000.541

0.55 130000

0.51 4000000.503

0.52 300000

38.81480.7 2000

3814.0608 0.71111.7311 0.71 1500

195.518839.5397 0.62 18000 0.58 57000

0.624 0.5840.63 14000 0.59 42000

4099.665

Presentase Fatigue (h)



10 4.6 36 3.6 12.96011 4.9 37 3.7 13.69012 5 37.5 3.75 14.06313 5.8 41 4.1 16.81014 6.3 43 4.3 18.490 R =15 7.3 47 4.7 22.09016 7.4 48 4.8 23.04017 8.4 50 5 25.00018 8.6 51 5.1 26.010

65.65 252.573

3.6472S = 0.8789


(kg/cm2) k2

R1 =R2 =R3 =R4 =

JKN2036=

JSKN2014=

k = JSKN2036=

ko =


7241.1032 14761.3711

0.705068.7722

3.02 4.02 2.02 4.022019 2024 2030

5.3911 n = 56.4132 n = 59.0086 n = 6

10.7849 n = 631.5978

58459150.3573

14761.3711

170245805.6074


2036 STRT 4.5054 0.0189SGRG 10.2623 0.0189

Konfigurasi Sumbu

Beban Sumbu (ton)




STRT 4.5054 4.5054SGRG 10.2623 10.2623



Beban Sumbu (b)


Repetisi Beban (d)

286574.661 - -286574.661 - -113208.260 - -113208.26069866.66069866.660 1.8 0.5057210.912 1.72 0.4657210.912 2.45 0.66 600035193.379 1.76 0.4835193.379 2.19 0.59 4200022537.632 2.00 0.54 18000022537.632 2.00 0.54 18000022537.632 1.4 0.38

Jumlah

Mr = 37 kg/cm2




0.54 1800000.497

0.55 130000

0.51 4000000.465

0.52 300000

0.7 2000953.5152 0.662

0.71 150083.793812.5209 0.62 18000 0.58 5700012.5209 0.592 0.541

0.63 14000 0.59 420001062.351




10 4.6 36 3.6 12.96011 4.9 37 3.7 13.69012 5 37.5 3.75 14.06313 5.8 41 4.1 16.81014 6.3 43 4.3 18.490 R =15 7.3 47 4.7 22.09016 7.4 48 4.8 23.04017 8.4 50 5 25.00018 8.6 51 5.1 26.010

65.65 252.573

3.6472S = 0.8789


(kg/cm2) k2

R1 =R2 =R3 =R4 =

JKN2036=

JSKN2014=

k = JSKN2036=

ko =


7241.1032 14761.3711

0.705068.7722

3.02 4.02 2.02 4.022019 2024 2030

5.3911 n = 56.4132 n = 59.0086 n = 6

10.7849 n = 631.5978

58459150.3573

14761.3711

170245805.6074


2036 STRT 10.2623 0.0189SGRG 10.2623 0.0189

Konfigurasi Sumbu

Beban Sumbu (ton)




STRG 10.2623 10.2623SGRG 10.2623 10.2623



Beban Sumbu (b)


Repetisi Beban (d)

286574.661 - -286574.661 - -113208.260 - -113208.26069866.66069866.660 1.74 0.4757210.912 1.6 0.4357210.912 2.3 0.62 1800035193.379 1.66 0.4535193.379 2.08 0.56 10000022537.632 1.89 0.51 40000022537.632 2.25 0.61 2400022537.632 2.27 0.61 24000

Jumlah

Mr = 37 kg/cm2




0.54 1800000.470

0.55 130000

0.51 4000000.432

0.52 300000

0.7 2000317.8384 0.622

0.71 150035.19345.6344 0.62 18000 0.58 57000

93.9068 0.562 0.51193.9068 0.63 14000 0.59 42000546.480



5 Truk 3 Asno. CBR K 6 Trailer1 2.6 24 0.24 0.0599 0.24 2 2.6 24 0.24 0.05993 2.8 25 0.26 0.0650 C =4 3.1 27 0.28 0.0758 JKNH =5 3.5 30 0.31 0.09366 3.6 31 0.32 0.10007 4.5 35 0.36 0.12748 4.5 35 0.36 0.1274 20149 4.5 35 0.36 0.1274

10 4.6 36 0.37 0.134811 4.9 37 0.38 0.142412 5 37.5 0.38 0.146313 5.8 41 0.42 0.174914 6.3 43 0.44 0.1924 R =15 7.3 47 0.48 0.229816 7.4 48 0.49 0.239717 8.4 50 0.51 0.260118 8.6 51 0.52 0.2706

6.6963 2.6278

0.3720S = 0.0896


(kg/cm2) k2

R1 =R2 =R3 =R4 =

JKN2036=

JSKN2014=

k = JSKN2036=

ko =

Jenis Knedaraan LHR SumbuBus Kecil ### ###BUS ### ###Truk Ringan 865.4106 ###Truk Berat 2 As 708.6489 ###Truk 3 As 435.9264 871.8529Trailer 279.1647 837.4941

### ###

0.705068.7722

3.02 4.02 2.02 4.022019 2024 2030

5.3911 n = 56.4132 n = 59.0086 n = 6

10.7849 n = 631.5978

58459150.3573

14761.3711

170245805.6074

37.74 3.7


2036 STRT 10.2623 0.0189SGRG 10.2623 0.0189

36.2745fc 3.7

Konfigurasi Sumbu

Beban Sumbu (ton)




STRG 10.2623 10.2623SGRG 10.2623 10.2623



Beban Sumbu (b)


Repetisi Beban (d)

286574.661 - -286574.661 - -113208.260 - -113208.26069866.66069866.660 1.74 0.4757210.912 1.6 0.4357210.912 2.3 0.62 1800035193.379 1.66 0.4535193.379 2.08 0.56 10000022537.632 1.89 0.51 40000022537.632 2.25 0.61 2400022537.632 2.27 0.61 24000

Jumlah

Mr = 37 kg/cm2




0.54 1800000.470

0.55 130000

0.51 4000000.432

0.52 300000

0.7 2000317.8384 0.622

0.71 150035.19345.6344 0.62 18000 0.58 57000

93.9068 0.562 0.51193.9068 0.63 14000 0.59 42000546.480




10 4.6 36 3.6 12.96011 4.9 37 3.7 13.69012 5 37.5 3.75 14.06313 5.8 41 4.1 16.81014 6.3 43 4.3 18.490 R =15 7.3 47 4.7 22.09016 7.4 48 4.8 23.04017 8.4 50 5 25.00018 8.6 51 5.1 26.010

65.65 252.573

3.6472S = 0.8789


(kg/cm2) k2

R1 =R2 =R3 =R4 =

JKN2036=

JSKN2014=

k = JSKN2036=

ko =

Jenis Knedaraan LHR SumbuBus Kecil ### ###BUS ### ###Truk Ringan 865.4106 ###Truk Berat 2 As 708.6489 ###Truk 3 As 435.9264 871.8529Trailer 279.1647 837.4941

### ###

0.705068.7722

3.02 4.02 2.02 4.022019 2024 2030

5.3911 n = 56.4132 n = 59.0086 n = 6

10.7849 n = 631.5978

58459150.3573

14761.3711

170245805.6074


2036 STRT 10.2623 0.0189SGRG 10.2623 0.0189

Konfigurasi Sumbu

Beban Sumbu (ton)




STRG 10.2623 10.2623SGRG 10.2623 10.2623



Beban Sumbu (b)


Repetisi Beban (d)

286574.661 - -286574.661 - -113208.260 - -113208.26069866.66069866.660 1.74 0.4757210.912 1.47 0.4057210.912 2.18 0.59 4200035193.379 1.5 0.4135193.379 1.97 0.53 24000022537.632 1.75 0.47 40000022537.632 2.10 0.57 7500022537.632 2.19 0.59 42000

Jumlah

Mr = 37 kg/cm2




0.54 1800000.470

0.55 130000

0.51 4000000.397

0.52 300000

0.7 2000136.2165 0.589

0.71 150014.66395.6344 0.62 18000 0.58 57000

30.0502 0.532 0.47353.6610 0.63 14000 0.59 42000240.226


Tahap 1Tahap 2Tahap 2 (2)Tahap 4 (OK!!!)Tahap 4 (OK!!!) (2)Tahap 4 (OK!!!) (5)KebanykanTahap 4 (OK!!!) (4)

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