data tugas besar perencanaan geometrik jalan

7/25/2019 Data Tugas Besar Perencanaan Geometrik Jalan

1/16

Horizontal Alignment

SS 1.00

B1 33.16

Rmin 250.00 m 125.00 m

e 0.093 0.02 en

Ls 144.62 m 0.093 etheta s 16.58 49.44 ls min

p 0.0254116

! 0.4984993 144.62 ls

p 3.6" m

! "2.09 m

#s 14.68 m

$s 14".62m

L 289.24 m

%erti!al alignment per per&'ahan ele(asi

titi! ele(asi )ara! *atar )ara! s'nrn *elta H + !elan*aian

, ""."5 0.00 0.00 0.00 0.00

1 "8.00 88.24 88.24 -0.25 -0.28

2 "8.00 49.12 13".35 0.00 0.00

3 "".50 209.61 346.96 0.50 0.24

4 "".50 43.1" 390.13 0.00 0.00

5 "8.00 2".11 41".24 -0.50 -1.84

6 "8.00 60."6 4"8.00 0.00 0.00

" "".50 1".66 495.65 0.50 2.83

8 "".50 10".84 603.50 0.00 0.00

9 "".50 115.58 "19.08 0.00 0.00

10 "".50 46.1" "65.25 0.00 0.00

11 "8.00 21.36 "86.60 -0.50 -2.34

H "8.30 9.03 "95.63 -0.30 -3.32

%erti!al alignment per 50 meter

titi! ele(asi as )ara! *atar )ara! s'nrn *elta H + !elan*aian

, ""."0 0.00 0.00 0.00 0.00

1 "".60 50.00 50.00 0.10 0.20

2 "8.05 50.00 100.00 -0.45 -0.90

3 "".90 50.00 150.00 0.15 0.30

'1 ""."5 58.85 208.85 0.15 0.25

4 ""."5 4".60 256.45 0.00 0.00

5 "".60 50.00 306.45 0.15 0.30

6 "".45 50.00 356.45 0.15 0.30

" "".85 50.00 406.45 -0.40 -0.80


2/16

8 "8.30 50.00 456.45 -0.45 -0.90

9 "".05 50.00 506.45 1.25 2.50

10 "6.80 50.00 556.45 0.25 0.50

'2 "".20 45.50 601.95 -0.40 -0.88

11 "".60 4"."5 649."0 -0.40 -0.84

12 "".55 50.00 699."0 0.05 0.10

13 "".45 50.00 "49."0 0.10 0.20H "8.35 33.00 "82."0 -0.90 -2."3

%erti!al alignment per 50 meter renana

titi! ele(asi as )ara! *atar )ara! s'nrn *elta H + !elan*aian

, ""."0 0.00 0.00 0.00 0.00

6 "".45 356.45 356.45 0.25 0.0"

8 "8.30 100.00 456.45 -0.85 -0.85

9 "".05 50.00 506.45 1.25 2.50

13 "".45 243.25 "49."0 -0.40 -0.16H "8.35 33.00 "82."0 -0.90 -2."3

0.00 100.00 200.00 300.00 400.00 500.00 600.00 "00.00 800.00 900.0060.00

65.00

"0.00

"5.00

80.00

85.00

90.00

/hart $itle


3/16

SS 2.00

B2 45.34

Rmin 250.00 m 125.00 m

e 0.093 0.02 en

Ls 19"."1 m 0.093 etheta s 22.6" 49.44 ls min

p 0.0349852

! 0.49"2042 19"."1 ls

p 6.92 m

! 98.30 m

#s 28.42 m

$s 205.60m

L 395.42 m

titi!

A 99"".""6

B1 10116.668

B2 10505.556

L 10690."44

!elan*aian !iri !anan )ara!

ele(asi !iri)ara! *atar)ara! s'nrna *elta H + !elan*ai ele(asi !an )ara! *atar

"".60 0.00 0.00 0.00 0.00 ""."5 0.00

"".50 50.00 50.00 0.10 0.20 ""."5 50.00

"8.00 50.00 100.00 -0.50 -1.00 "8.10 50.00

"".80 50.00 150.00 0.20 0.40 "8.00 50.00

""."0 60.00 210.00 0.10 0.1" "".80 5".80

""."0 48."0 258."0 0.00 0.00 "".80 46.50

"".55 50.00 308."0 0.15 0.30 ""."0 50.00

"".30 50.00 358."0 0.25 0.50 "".55 50.00

""."5 50.00 408."0 -0.45 -0.90 "".95 50.00


4/16

"8.20 50.00 458."0 -0.45 -0.90 "8.45 50.00

"6."5 50.00 508."0 1.45 2.90 "".45 50.00

"6.60 50.00 558."0 0.15 0.30 "".00 50.00

"".15 45.00 603."0 -0.55 -1.22 "".30 46.00

"".50 41.30 645.00 -0.35 -0.85 ""."0 42.30

"".45 50.00 695.00 0.05 0.10 ""."0 50.00

"".35 50.00 "45.00 0.10 0.20 "".60 50.00"8.25 33.00 ""8.00 -0.90 -2."3 "8.45 33.00

%erti!al alignment per 50 meter

titi! ele(asi as )ara! *atar)ara! s'nrn *elta H + !elan*aian

, ""."0 0.00 0.00 0.00 0.00

1 "".60 50.00 50.00 0.10 0.20

2 "8.05 50.00 100.00 -0.45 -0.90

3 "".90 50.00 150.00 0.15 0.30

'1 ""."5 58.85 208.85 0.15 0.254 ""."5 4".60 256.45 0.00 0.00

5 "".60 50.00 306.45 0.15 0.30

6 "".45 50.00 356.45 0.15 0.30

" "".85 50.00 406.45 -0.40 -0.80

8 "8.30 50.00 456.45 -0.45 -0.90

9 "".05 50.00 506.45 1.25 2.50

10 "6.80 50.00 556.45 0.25 0.50

'2 "".20 45.50 601.95 -0.40 -0.88

11 "".60 4"."5 649."0 -0.40 -0.84

12 "".55 50.00 699."0 0.05 0.10

13 "".45 50.00 "49."0 0.10 0.20

H "8.35 33.00 "82."0 -0.90 -2."3


5/16

B1 B2

S/S 1.00 S/S 2.00 0.498

Ls "0.00 Ls "0.00

Rmin 250.00 Rmin 250.00 11.068

theta s 8.02 theta s 8.02

theta 1".12 theta 29.29l "4.69 m l 12".81 m

l 214.69 m l 26".81 m p

p 0.8"5 m p 0.8"5 m 0.0125030

! 34.9" m ! 34.9" m

#s 11."6 m #s 21.88 m

$s 109.6" m $s 139."5 m

azim&th *elta )ara!

10009.26

9996.296 -84.6" 139.50

968".036 128.49 33.16 496.8"

9"09.256 83.16 45.34 186.52

822.88

"

)ara! s'nrna*elta H + !elan*aian *elta H !iri- +!elan*aian

0.00 0.00 0.00 -0.15 -2.14

50.00 0.00 0.00 -0.25 -3.5"

100.00 -0.35 -0."0 -0.10 -1.43

150.00 0.10 0.20 -0.20 -2.86

20".80 0.20 0.35 -0.10 -1.43

254.30 0.00 0.00 -0.10 -1.43

304.30 0.10 0.20 -0.15 -2.14

354.30 0.15 0.30 -0.25 -3.5"

404.30 -0.40 -0.80 -0.20 -2.86

0.00 100.00 200.000.00

10.00

20.00

30.00

40.00

50.00

60.00

"0.00

80.00

90.00


6/16

454.30 -0.50 -1.00 -0.25 -3.5"

504.30 1.00 2.00 -0."0 -10.00

554.30 0.45 0.90 -0.40 -5."1

600.30 -0.30 -0.65 -0.15 -2.14

642.60 -0.40 -0.95 -0.20 -2.86

692.60 0.00 0.00 -0.25 -3.5"

"42.60 0.10 0.20 -0.25 -3.5"""5.60 -0.85 -2.58 -0.20 -2.86

rata2 -3.28 per'&!itan

l&as

ele(asi rena)ara! *atar )ara! *atar *elta H + !elan*aian galian

""."00 0.00 0.00 0.00 0.00 0

"".6"0 50.00 50.00 0.03 0.06 0

"".640 50.00 100.00 0.03 0.06 -20.5

"".610 50.00 150.00 0.03 0.06 -14.5

"".560 58.85 208.85 0.05 0.08 -11.1815"".530 4".60 256.45 0.03 0.06 -10.4"2

"".490 50.00 306.45 0.04 0.08 -5.5

"".450 50.00 356.45 0.04 0.08 0

"".8"5 50.00 406.45 -0.42 -0.85 0

"8.300 50.00 456.45 -0.42 -0.85 0

"".050 50.00 506.45 1.25 2.50 0

"".140 50.00 556.45 -0.09 -0.18 0

"".220 45.50 601.95 -0.08 -0.18 0

"".300 4"."5 649."0 -0.08 -0.1" -14.325

"".380 50.00 699."0 -0.08 -0.16 -8.5

"".450 50.00 "49."0 -0.0" -0.14 0

"8.350 33.00 "82."0 -0.90 -2."3 0


7/16

ls26r-r1-osthetas perhit&ngan titi! stationing ti!&ngan B1

sta.B1 211.56 m

rpse'eta2-r sta.$s1 119.04 m

sta.S1 169.04m

sta./s1 249.42msta.St1 299.42m

!

0.4996309 6.82

00.00 400.00 500.00 600.00 "00.00 800.00 900.00


8/16

(ol&me

tim'&nan galian tim'&nan

0 0 0

3.5 0 8".5

0 -512.5 0

0 -362.5 0

0 -329.0156 00 -249.2336 0

0 -13".5 0

0 0 0

1.25 0 31.25

0 0 0

0 0 0

1" 0 425

0.91 0 20."025

0 -342.0094 0

0 -212.5 0

0 0 0

0 0 0

)&mlah -2145.259 564.4525

sisa (ol tanah -1580.806


9/16

perhit&ngan titi! stationing ti!&ngan B1

sta.B2 612.81 m

sta.$s2 490.41m

sta.S2 540.41m

sta./s2 6"2.44msta.St2 "22.44m


10/16


11/16

hit&ng B le'ar per!erasan )alan pa*a ti!&ngan

pele'aran me!anis

pele'aran psi!ologis

Lebar Kendaraan rencana 2.5 '7 2.600619

Jarak antar gardan 6.5 0.434"41

Tonjolan depan Kendaraan 1.3 B ".68023"

Jumlah lajur 2 Bn "

kebebasan samping 1 ,eltaB 0.68023"

Kecepatan rencana 60

Lebar lajur 3.5

jari jari tikungan 210

Td 0.04425"

*iagram s&per ele(asi B1

ema!s 0.1 ma 0.205

emin 0.02 maema 0.305

R 210 , 15.48206

%r 60 ,ma 15.6649

$s1 92.52 #ti!&ngan 0.099986

$s2 122.4 #ma 1.65"81

#min 0.33160"

b

P

A

n

c

Vr

Bn

R

[ ] )!)! "" PRRbbBncbn +=+

R

VrZ

#$%&'%=


12/16

m

m

m

B2

0.205

0.305

*era)at 11."0261 *era)at

*ra)at 15.6649 *ra)at

-0.05581

m -1.2650"3 m

m 0.453352 m


13/16

)ara! pan*ang meniap %erti!al alignment per 50 meter

( renana 60!m)am titi! ele(asi as )ara! *ata )ara! s'nr

lan*ai ma 5 + , ""."0 0.00 0.00

m 15 !m)am 6 "".45 356.45 356.45

t1 3.68 *eti! 8 "8.30 100.00 356.45

t2 9.44 *eti! 9 "".05 50.00 506.45

a 2.268 !m)am 13 "".45 243.25 "49."0

*1 50.3060" m H "8.35 33.00 "82."0

*2 15".4592 m

*3 "5 30-100m

*4 104.9"28

* hit&ng 38"."381m

!ontrol *hit&ng:*min

*min 284.95 m

*iam'il 390 m

tr 2.5

m 0.33

Lmin "0 m

leng!&ng 1 e!&ng leng!&ng

)ara! pen*ang henti )ara! pen*

g1 -0.025 + g1

g2 0.85 + g2

A 0.8"5 + A

* hit&nng 84.34412 m *iam'il 85 m * hit&nng

h1 1.2 m h1

h2 0.1 m h2

apa'ila s:l apa'ila L:S apa'ila s:

S 262."509 m S 1"8.5641 m S

L "0 m L "0 m L

memen&hi sarat S:L ti*a! memen&hi sarat L:S memen&hi

#( 0.0"6563 m #(

perhit&ngan leng!&ng para'ola (ertial e!&ng perhit&nga

inter(al 5 m sampai 12 L ;0.5L2#( inter(al

5 0.000313 m 5

10 0.000625 m 10

15 0.000938 m 15

20 0.00125 m 20

25 0.001563 m 25

30 0.0018"5 m 30

35 0.002188 m 35


14/16

renana

*elta H + !elan*aian

0.00 0.00

-0.25 -0.0"

0.85 0.85

-1.25 -2.50

0.40 0.16

0.90 2."3

em'&ng leng!&ng 3 e!&ng

ang henti )ara! pen*ang henti

0.85 + g1 -2.5

-2.5 + g2 0.16

3.35 + A 2.66

84.34412 m *iam'il 85 m * hit&nng 84.34412

1.2 m h1 1.2

0.1 m h2 0.1

l apa'ila L:S apa'ila s:l

94.48"1" m S 91.259 m S 109.9181

"0 m L "0 m L "0

sarat S:L ti*a! memen&hi sarat L:S memen&hi sarat S:

0.293125 m #( 0.232"5

n leng!&ng para'ola (ertial e!&ng perhit&ngan leng!&n

5 m sampai 12 L ;0.5L2#( inter(al 5

0.001196 m 5 0.00095

0.002393 m 10 0.0019

0.003589 m 15 0.00285

0.004"86 m 20 0.0038

0.005982 m 25 0.004"5

0.00"1"9 m 30 0.005"

0.0083"5 m 35 0.00665


15/16

leng!&ng 4 e!&ng

)ara! pen*ang henti

+ g1 0.16 +

+ g2 2."3 +

+ A 2.5" +

m *iam'il 85 m * hit&nng 84.34412 m

m h1 1.2 m

m h2 0.1 m

apa'ila L:S apa'ila s:l

m S 102.4135 m S 112.5416 m

m L "0 m L "0 m

ti*a! memen&hi sarat L:S memen&hi sarat S:L

m #( 0.2248"5 m

para'ola (ertial e!&ng perhit&ngan leng!&ng para'ola

m sampai 12 L ;0.5L2#( inter(al 5 m

m 5 0.000918 m

m 10 0.001836 m

m 15 0.002"54 m

m 20 0.0036"1 m

m 25 0.004589 m

m 30 0.00550" m

m 35 0.006425 m


16/16

*iam'il 85 m

apa'ila L:S

S 104.1913 m

L "0 m

ti*a! memen&hi sarat L:S

ertial e!&ng

sampai 12 L ;0.5L2#(

data tugas besar perencanaan geometrik jalan

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