m ofio11 uDlDf ts)rnrlsuoy IgEtVJ t 'ueld eped sger6 ereces uplnluailp elnd uerlluap ueOuap 'selerp ( e eped ryades ) sprleue eJecas nlnLlep qgq g e0req Ounlrqrp e6rep ( rs-sc-os-sr ) rvurds-ltouto-tvutds'q uelnlualp g eOreg'ld (a1eldue$ ;eeu ueleunDOuetu ueOuep uegd eped sger0 eJecos leulprool{BurpJool uelresepreq suleue ereoes bunlrqrp v e6reH oY = r (e-t) u (z-t) oio,.r = l (r.-t) v!6t'u = 1 'e rc-cr ) =rcurc nnr[n snrlnu-snr{nu ( '(g-g pF L-0 ueueleq) 0 apej qelepe ueleun6lp 6ue{ olqel io}au OZ > ,l ( rs'(;etursap uet'p slrn,p earbep nele letaap uenl,S ,repp * se Z - v ,v = = ,l Sflllil ue6uap,l efueq 6un1q uelpnual' +,v'U Bllq ueyeun6rg -r, ) rvurds-tvutds ,,d;':."1rro,f z' t 'c rilJ drrH:irl eOJBq nlnqep 6un1lg 'I uep d ' se Iniun efueq-e0req eceqlp tedep 'sele rp lnqaslal g eOreq ue6uep rensas 0ueA sueq eped 'ueld eped sget0 erecas ualnluolrp U 'GZ-Z pts t-2, ueueleq ) Z etqet lBr.lll ( rs-sc-cs-si ) rvurds-rrourc-rvurds'q teBu ueleunooueru ueouep (ueld) euecuar reqtueo eped sger6 ereces ,rrlil,t#iltl 'tensas 6ue[ g e6leq uebuep eues 6ue[ sueq uelep (urru s1) lBtututtu ueqllered 1er;ds 6un10uq 0ue[ued ebreq ueln]ua] (rn ) eumuer ueledecal ueOuep tenses 6uel( uiolol eped i il t 'uelsrueqlp lepll ldelel'ueqr;ered lerds ueleun60uau uelrnfuerp leqel sue6 selerp '(0-t p/s ,-, ,tlrltJ il ;llj[,il eNnleNlt )nrNtg ( rrgvr , NWnrNSNlr{ NvvvNnggNf,ht NvgNro NvoNnrrHuird MNOZTUoH gNnv9Nfl vlv-q ) r ! Lihat Table 2 pada baris yang sesuai dengan harga R tersebut dapat dibaca harga-harga yang sesuai untuk os , P dan k. Rumus-rumus yang digunakan adalah Ts : (u-1) = (R*p)tgla+k trc = (R+p) -R (u-2) LUI cos L = -A ) (u-3) L'+2Ls dimanaL' A' (u-4) 2.n.R =* (u-5) 2"s... a r -- a - OA Kontrol t : L'>20meter Harga e (super elevasi) dilihat pada Tabel 1 ( halaman 1-1 s/d 1-3 ) Kontrol c. u: L<2Ts SPIRAL-SPIRAL ( TS-ST ) 6 dihitung lebih dahulu secara analitis seperti pada a) diatas. Hitung harga0. = | o (bilaa'=0,makaharga0s = to),kemudian,berdasarkan harga 0, ini dibaca harga-harga untuk p* dan k* pada Tabel 3 ( halaman 3-1 s/d 3-5 ) pada Harga baris yang sesuai dengan harga o, . Rumus-rumus yang digunakan adalah le Lu = 0^ -u 28,648 : (ur-o) .p Ts = (R*p)tg+a+k (ur-1) (R+p) -R trc rul = (ur-2) cos -A 2 L = 2Ls dimana Kontrol :2Ls<2Ts :P=P*.Ls k = k*.Ls harga-harga p* dan k* adalah harga-harga yang dibaca dari Table 3. TABEL Konstr.uksi l L Jalan Raga t ofio11 uDlDf OZ 002'8 AZ OZ 00/'8 009't 009't OZ 09't 09 09 09'l 09 qz'.l 0, 9Z'l 6'6 ,'6 8'8 ls]rnrlsuoy 'I1glru I 0', 0', 9t 9'8 0e 9Z 0t gz'.Z 8'6 OZ 009: 0n 00'z ,'6 OZ 009't 9't ,'8 e't 0t 0, 9ll 6'8 009'L t'e 0n 09't ,18 000'l 0'8 9n 0n 09'l 0'8 9t 9I 9t 9t 9t 000't 6'Z 09 000't 8'Z 99 000'r 9'Z 09 9'Z; 99 v'z z'z OL L'Z 08 O'Z 98 9Z'l 08 08 9Z'l 9Z 00't I'L L e'9 . 9'9 08 9e 9L 0, 0, 00'r 9'L 9Z 00'r 0'9 06 00't. Z'L 9Z 00't 9'' 00r 0v 00't z'9 az L'T 08 /8'0 8'9 0z 08 9Z'0 9'9 0z 9/'0 9/'0 9/'0 ,'8 z't azt 0er 0nt 08 9/'0 6'' OZ 9Z'0 8'Z 09 0e 9Z'0 n'n OZ 09'0 9'Z 08t 9Z 9/'0 0'? 0e 09'0 Z'Z 002 9Z 09'0 n'e 0vz 9Z 09'0 6'Z 082 9Z 09'0 L'Z 00e 9Z 09'0 9'Z 028 9Z 09'0 L'Z 098 9Z 09'0 0'z 00, ,q o/o Q urru sl urru sl ,9 %a urur sl o/o Q ,q t. J0loru rxBlEp tuB[/ tul 0f = rA ue[/ trt>,l 00 = tA [-I PqBI ruB[/ uD,l 0z - rA H 1 Tabel vr = 30km/ R i dalam meter I i 2.2N I e o/o jam Ls min vr = 60km/jam eo/o Ls min eo/o Ls min eo/o Ls min L.N L.N L.N L.N 7m I 650 | 600 I 560 I sso 520 I 500 I 480 I I zfi I 24fi I 220 I 200 I 180 I 160 I I 1so 140 I 1zo I 1m I 80 I soI 40 2.4 40 2.7 2.9 2.7 40 3.2 50 50 50 50 $l soI 40 2.9 40 3.6 40 3.1 N 3.8 40 3.3 40 40 3.5 N 3.8 CI 3.1 40 4.1 40 4.0 4.2 4.6 4.9 3.3 3.5 3.5 3.7 3:9 4.0 4.0 4.2 4.3 4.5 4.7 5.0 N 4.4 4A 5.3 N 4.6 50 5.6 40 4.7 4.9 50 5.7 5.1 50 50 40 5.3 50 40 40 5.4 5.7 50 40 5.8 50 6.0 6.2 6.4 6.5 6.8 7,0 N 5.9 50 7,1 40 6.2 7.3 40 6.5 60 60 7.8 70l 30 30 5.1 40 6.7 60 8.0 70 5.3 40 6.9 60 8.2 7o 30 5.6 7.3 80' 5.7 7.5 60 60 8.5 30 50 50 8.6 80 N 50 7.7 60 8.9 80 50 8.1 70 9.2 80 50 8.4 70 9.5 80 50 8.6 70 9.6 80 z.a 30 30 z.g 30 ^30 30 30 30 30 40 10 50 I soI 50 soI soI soI I 60I 60I 60I 60l 60I 60I 60I 70l 70l tol S.o 40 s.r 40 6.0 6.3 6.7 6.9 s.g 40 7.1 50 8.8 70, 9.8 90 S.Z 4() 60. 9.1 70 10.0 90 o.z 40 60 9.4 70 60 70 70 9.7 10.0 80 80 40 o.z 50 7.5 8.0 8.6 t.z 50 9.1 ,.u 50 9.3 7.8 a.o 50 9.5 70 60 60 60 9.9 70 g.+ g.g Diatas garis tebal, spiral peralihan dianjurkan tetapi tidak diharuskan. je I 2.2 2.4 2.5 2.7 2.9 Z.g 260 I CI 2.2 3.4 30 I 450 lT Mo I s.z 42s I s.zs 400 I s.+ 37s I g.s s6o I g.a 350 I 3.8 325 I +.r 320 I q.z 3oo I o.o 2W I 4.7 475 L.P 50 50 & 30 z.t 2.? 2.3 2.8 30 30 z.s z.s z.s 2.1 L.N 40 L.N z.t L.N 2.1 e50 I e00 I 850 I 800 I 750 I .r.* l-- 'vr = 80km/jam Vr = 70km/jam I 2.ooo I 1.e00 I 1.700 I 1.600 I 1.500 I 1.400 I 1.300 I 1.200 I 1.100 I 1.000 I i I- 2 ofro;g uory)f 'uelsnreqlp I Iem $4nrlsuoy ;de1e1 uerynfue;p ueqr;ered p;ds ,leqel .ruAVJ sue6 se]elg 09t, 09t 08t I 002 OZZ H t{ WZ 092 il I I 0'0t 06 06 z'6 090 06 t.'6 00t 6'6 8'6 9'6 06 9/g 00, gzt 06 06 I s I I 00t 00[ 00r fizt, 920 09t 00l, t'6 08 00r f'6 08 t'g w, 00r, 06 08 l.'8 06 8',8 08 8'L 09, 9Lt 00t 6'6 8'6 9'6 9'6 06 L'g m 00r ,'6 06 9'8 08 06 L'L T'L Z'L 8'9 001 00r 00r I 000 8'8 9'8 I I 092 0gz 6'6 8'6 99'6 9'6 0'6 06 08? 009 mt r'6 z'8 AL 00r. L'g 9'8 0'8 OB 8'L 0/ m L'L 0/ 00t 00! 6'6 L'6 0'6 08 L'L OL e'8 06 t'L 08 9'9 m L'9 z'9 8'9 00r 8'L 08 OL t,'9 09 g'9 06 08 OL 0'9 00/ 09/ 06 ?'9 OL v'v 0'g OL t'9 09 09 08 OL -01 0'9 09 9't 09 6'0 006 096 08 t'9 ?9 t't 008 098 08 L'9 0'9 0'9 8'? 09 06 Z'L 8'9 8'9 e'9 0'9 9'9 09 L'T, 6'f 09 L't 9'17 m 6'0 9'g 09 0/ 8't ['? 0', 09 OL 09 l,'0 000'r 00t.'I 002't OL z'v 09 L't 8t t'e 09 I'Z 000'r. OL 09 HO 09 0q 0'e 09 9'Z VL z't 09 09 9'Z 009'1. 0/ ?t, 09 09 g'z 00r'r OL 0'g 09 09 t'z 009't OL 09 8'Z 09 09 Z'Z ol z't, 0'c L'Z 9'Z 00/'t 09 89'a 09 t'z 09 L'Z OL 98'Z 09 I'Z 09 e'z 09 d'1 008'r 006'r 0/ L'(, 9'Z 09 v'7, 0g 9L'7, 09 I'Z 09 . d't 000'z 002'z LL ZZ 09 d"1 N"'l 09 d't 0w'z AL N"1 OL L'Z 0g d't NI 009'z 009'z 008'z 000'0 00t 00r. OL OL 00r 06 08 d't 0t NI ulur sl o/oo uef 1 ut1 1ZL = th 09 09 t', 09 0g '09' g', 09 N'-t N't urur sl uefyq0]t %o = rA ulru sl . o/o? ue[y ur1 00! = rA ulur E o/oe ' 029 099 089 009 099 JoFru uelep uef 7 tu1 06 = JA U /, Z '-L r I I I Ir Tabel I ii lr - 1 Ls=1 I I' I r') I D I 0 0.0000000 0.s000000 1.0000000 0.0000000 0.0005818 1 6 0.1 1455 0000 0.9999997 0.2 2909 0.4999998 99BB 0.0011636 0.3 4363 9996 9973 0.0017453 0,4 58 18 9992 9951 0.0023271 0,5 7272 9987 9924 0.0029089 0.6 8727 9982 9890 0.0034906 0.7 0.0010181 9975 9851 0.4040724 0.8 1 635 9968 9805 0.0046541 0.9 3090 9959 9753 0.00s2359 1,C! 4544 9949 9695 0.0058176 1.1 5999 9939 9631 0.0063994 1.2 7453 9927 9561 0.0069811 1.3 8907 9914 9485 0,0075629 1.4 0.0020362 9900 9403 0.0081445 - 9886 931 5 0.0087262 1.5 1816 1.6 327A 9870 9220 0.0093079 1.7 4725 9853 9120 0 0098896 1.8 61 79 9835 901 3 0.a104712 1.9 7633 981 7 8900 0.0110529 2.0 9000 9797 8782 0.0116345 2.1 0,0030542 9776 8627 0.0122161 2.2 1 996 9754 8526 a.u27977 2.3 3450 9731 8389 0.0133793 2.4 4so4 9707 8245 0.0139609 2.5 6359 9683 8096 0.0145424 2.6 781 3 9657 7941 0.0151240 2.7 9267 9630 7780 0.0157055 2.8 0.0040721 9602 7612 0.0162870 2.9 2175 9573 7 438 0.0174499 3.0 3629 9543 7258 0.0174499 TABEL Konstruksi Jalan Raya ta,r I :..1 ' L Dfipd uallo1' ts)rnrlsuoy 'Ig;E{yJ 6006866'0 t7,18 ztzl800'0 0'9 8862100'0 t.016 ttzS 08/9 6'9 t6/8r00'0 89/6866'0 0698 ZLEV 8'9 8/0 Lgg0'0 g0 r0 r9t8 V LgZ L'9 u99zt0'0 !9r0 68/0 lZttl LVw 8018 l,z?1.800'0 9'9 9918 8966 9'9 0298 I t98 t 198 z90L t'9 t'9 99/t 8298 6099 z'9 0802 0898 99 t'9 06/8rc0'0 99/6te0'0 096ttt0'0 t9r.80t0'0 9rgz0g0'0 8t99620'0 0g/0620'0 zz6vgz0'0 t tt6/20'0 t' Lgtz, l,t/8 7,0L7, 0'9 ,6892 L8/8 6n7,1100'0 t96z 0088 T,LZT, 6/88 96/6 z?t8 6'' 8'' v6vLsz}'a ,89 r9Z0'0 ,/89920'0 999t m80 9268 6889 ZL68 9019 v0w / t06 z86g 9'' 9'' ,'v 0900920'0 69t' 1906 8e9e e'? zqznvzl'0 8Z9V 90 9/01.900'0 z'n Ittgtz}'0 t88? LVt6 LZ96 009zrz0'0 LZ19 88 t8 t'v 0't 8r89ZZ0'0 8909 8ZZ6 vtt9 6'S 900rzz0'0 2099 L9Z6 0929 t9 rZ0'0 tt89 9026 9088 0896020'0 0909 z?t6 Z9TZ 8't L't 9't /99t020'0 6929 6680900'0 9'e ,9//6t0:0 6/19 8/t6 0 tr6 9W6 ,0tt/20'0 E6 t6 r6 89 , L't t16 t61.0'0 e899 LVi6 t66/ n't t'0 /2t981,0'0 r889 0816 /999 z't t tz08 t0'0 T,LOL 7,196 0809 t.'0 66rr/t0'0 892/666'0 019666t'0 6Z9t?00'0 0'0 se L=sl Z - tI Iaqel Ls=1 e^b 0.4087232 6.0 0.4998123 ' 0.9989039 0.0348793 6.1 B6B5 8111 8671 0.0354596 6.2 0.0090138 8049 8297 0.0360400 590 7986 7917 0.0366203 6.4 3043 7921 7530 0.0372005 6.5 4495 7856 71 38 0.0377807 6.6 5948 7789 6739 0.0383609 6.7 74A0 7722 6334 0.0389410 6.8 8852 7653 5924 0.0395210 6.9 0.0100304 7584 5507 0.0401010 7.0 1757 7513 5084 0.0406810 7.1 3209 7442 4655 0.0412608 6.3 1 7.2 4661 7369 4220 0.0418407 7.3 6113 7296 3779 0.0424205 7.4 7565 7221 3332 0.0430002 7.5 901 6 7146 2879 0.0435799 7.6 0.0110468 7069 2420 0.0441595 1 954 0.0447390 - 7.7 1920 6991 7.8 3371 691 3 1483 0,045318s 7.9 4823 6833 1 006 0.0458980 0522 0.0464773 ' 6274 6753 8.1 77.26 6671 0033 'o,o+zos6z 8.2 9177 6588 o.gbzgsgz 0.0476359 9035 4.0487942 8.0 8.3 0.0120628 6505 8.4 2079 6420 8.5 3530 6636 8.6 - 8528 0.4487942 8014 0.0493733 4981 6247 7494 0.0499523 8.7 6432 61 60 6968 0.0505313 8.8 7883 6071 6436 0.05111 01 8.9 9334 5981 583B 0.0516889 9.0 0.01030784 5890 5354 0.4522677 8 t TABEL Konstruksi Jalan Raga ofiog uala6. ts)rnrlsuoy lggvJ 6 /t69690'0 ,8t0690'0 6t?t890 0 ,998/90'0 /882/90'0 0zr1990'0 zgt t990'0 ,ZZ9 8692 6r69 899/ 6882 r808 6L8Z 0'zt 09zv 7,lgz 6'lt SZSZ ,9e [/ r0'0 9 t66 L'.w 8806 9/0t 8918 9'l.t 68/6966'00 t6z0 0z0L 9'tt 60rt ZL99 n'w 0899990'0 t8r0 tLn. vzgt tzw 0'1.t. gt86t90'0 998 t 8Z9t 9LqZ z'w er0r?90'0 I/28090'0 0g9z 19LZ L'.w n\zt 0980 Lzztvt\'.0 gLt6 6612090'0 698t ?/60 6Ze8 9Zl9290'0 8Z9y t80, 16 L' [0e, 80t, 0889 6'0r 8'0r 1.t19 L'0t 2960290'0 t81,9 Lltgt90'0 Lltgt90'0 17,89 9290090'0 t0lL vtgv 8r8/690'0 0/02690'0 LT,LI 6 t9e8 r629890'0 z t90890'0 zt LvL90'0 8919 t9' 8't.r 0't.1. z86e 9'0r. gt9z 9'0r ,80 t.9 t0'0 t'0l, 9e96 t'0t tzw 98 r8 z'0t t/68 9Z8n 90/9 t896966'0 LZ6Y 9829 t.'0t 0'0r 8209 9e8e 6'6 98 t0 t968990'0 v8n 8Zt9 98eZ 8'6 t,t990'0 989/990'0 LLt,I LZZq 9e60?1,0'0 /'6 t96 r, 9Ze9 9816 9'6 t091,990'0 w9z z|n9 9008 9'6 t89t90'0 sg00t90'0 6rz?t90'0 t9r8z90'0 Sttt Lt99 9899 989e zt99 90/9 66/9 9t t9 ,'6 t'6 9892 Z'6 gtzz 068966?'0 ,8/0t 69 6 11927,90'0 gtzt ,08? t909/66'0 t'6 t,0'0 0'6 se I-T1 ;{.i I t I I t 'I Ls = 30M es 1.322' 650 600 560 550 1.4324 1.5347 1.5626 0.4577 0,0625 0.0670 0.0682 520 1.6528 0.0721 500 480 1.7189 1.7905 1 8093 1.9099 1.9533 0.0750 475 450 440 425 400 375 360 350 325 320 300 280 260 250 24A 220 2.0222 2.1486 2.2918 2.3873 2.4555 2.6444 2.6857 2.8648 3.0694 3.3055 3.4377 3.5010 3.9065 0,0789 0.0833 0.0852 0.0882 0.0937 0.1 000 14.9997 14.9997 14,9996 14.9996 14.9996 14,9995 14.9995 14.9995 14.9994 14.9994 14.9994 14.9993 14.9992 0.1042 14.9991 0.1 071 14.9991 0.1154 0.0781 0.2727 0.2884 0.3000 0.3125 0.3158 0.3333 0.3409 0.3529 0.3750 0.4000 0.4166 0.4285 0.4615 0.1442 14.9982 29.9892 562 14.9980 14.9977 29.9883 29.9881 29.9881 0.6248 29.9792 0.9369 0.9369 0.9993 1.0705 0.1 339 0.1 0.1704 180 160 5.3715 0.2343 150 5.7236 140 120 6.1 388 0.2499 0.2677 0.3123 100 80 8.5944 10.7420 0.4682 14.9888 14.9824 50 17,1887 0.7476 14.9551 10 4.2628 0.1 500 0.1 250 0.1 7.1620 0.2308 0.2500 14.9989 14.9989 14.9987 14.9986 14.9983 0.1172 4.2972 4.7746 200 29.9984 29.9981 29.9978 29.9978 29,9975 29.9975 29.9971 29.9971 29.9967 29.9965 29.9983 29.9960 29.9952 29.9948 29.9945 29.9936 29.9934 875 0.2883 43747 14.9972 14.9965 14.9956 14.9950 14.9943 14.9922 TABEL 29.9925 29.9914 29.9900 29.9786 29.9700 29.9656 29.9592 29.9326 29.8947 29.7071 0.4687 0.4999 0.5356 0.5768 0.5998 0.6816 0.7497 1.2486 1.4976 1.4976 2.9808 Konstruksi Jalan Raya ,] I I I I ofiog rT lulo1rl', tstrnrtsuoy lgWJ, 00/ zg7,l'0 0/09't Lt\z'z r666'6l, 7,17,1.'0 9980'z 099 6166'6e t666'6l, 06 t l,'0 0910'z 099 nvw'0 9966'6t t666'6'L Itil.'0 6606'r 009 z}tv'0 2966'60 ,666'6 t 9Z0r'0 6Z9Il 099 9990'0 z/66'60 9666'6 t 6880'0 6LZ9'l 09/ 0ttt'0 9/66'6t 9666'6t, eg80'0 008 /fl,0'0 8/66'6e 9666'6t, 98/0'0 ?Tffi'I tSre'r 0962'0 0866'6t /666'61 wLa'0 ZT,L?'L 006 L08Z'0 2866'6t /666'6t z0l0'0 z90z'l 096 /992'0 ,866'6t /666'6 t. /990'0 000r v7,vz'0 /866'60 8666'6 t 9090'0 69rt't. Ltn}'L ZZZZ'O 6866'60 8666'6 t 9990'0 6196'0 002 8666'6 r gts0'0 9t.88'0 00e r 9666'6t 2960'0 0666'6r 8r8r'0 /966'6t Lt66'6t /166'6t tqLV'0 608t'0 8Z L9'0 r90z'0 r666'6t se t/t| i l-.,*,- 0? = s'l azg 098 00tt t. r-----_-_- Ls = 40M 0s 500 2.2918 0.1333 19.9989 39.9936 0.5333 480 2.3873 0.1389 19.9988 39.9931 0.5555 475 2.4125 0.1403 19.9988 39.9929 0.5613 460 2.5465 0,1481 19.9987 39.9921 0.5925 440 2.6044 0.1 51 5 19.9986 39.9917 0.6060 425 2,6963 0.1 569 19.9985 39.9911 0.6274 400 2.8648 0.1667 19.9983 39.9900 0.6665 375 3.0558 0.1778 19.9981 39.9886 0.7110 360 3.1831 0.1 852 19.9979 39.9877 0.7406 350 3.27 40 0.1905 19.9978 39.9869 0.7617 325 3.5259 0.2051 19.9975 39.9849 0.8203 320 3.5810 0.2083 19.9974 39.9844 0.8331 300 '3.8197 0.2222 19,9970 39.9822 0.8886 280 4.0926 0.2381 19.9966 39.9796 0.9520 260 4.4074 0.2564 19.9961 39.9763 1.0252 250 4.5837 0.2666 19.9957 . 39.9744 240 4.7746 0.2777 19.9954 39.9722 1 .11 220 5.2087 0.3029 19.9945 39.9670 1.2114 200 5.7296 0.3372 19.9932 39.9600 1.3324 180 6.3662 0.3702 19.9908 39.9506 1.4802 160 7 1620 0.4164 19.9896 39.9375 1.6648 150 7.6394 a.4442 19.9882 39.9289 1.7755 140 8.1851 0.4854 19.9884 39.9184 1.9020 120 9.5493. 0.5550 19.9815 39.8896 2.2178 100 11.4592 0.6657 19.9734 39.8093 2.6591 80 24.3239 0.1 31 5 19.9504 39.7507 3.3185 50 22.9183 1.32s7 19.8'102 39.3647 5.2727 1.0662 06 I I 'I ii l TABEL"Kons truks i J atan -Rag a tt ofiog ualo1, ts)rnrt suoy .I1g17J I I t l 21.08'0 ,886'6t 1.866'tZ 0002'0 9i9L'Z 0e9 gLgL'o /686'6t 0866'rZ ,68r'0 in09'z 099 6t?/'0 0066'6' 0866'rZ 098 r'0 8199'Z 099 ??69'0 et66'6? 9866'rZ 98/t'0 t,Lgt'z 009 0t.?9'0 9266'6' 8866'rZ 809r'0 Lt0z'z 099 2969'0 9066'6' 6866're 88rt'0 e9r0'z o0/ 9999'0 ,166'6t r666'?Z 68et 0 6606'r 09/ 8029'0 t966'6' zaincvz z0gI'0 906/'t, 008 z06r'0 /966'6f t666'rZ 9ZZI'O 2989'r 098 6Z9r'0 ?666'nZ Lgw'0 91,69' l. 006 98Et'0 t966'6' 9966'6' n666'nZ 960 t'0 8/09'L 096 991,r'0 6966'6' 9666'rZ v7,w'l 000 t 88/0'0 ,/66'6t 9666'rZ znlt'0 /t60'0 l,Ltt'0 9/66'6t 9666'rZ 90zt'0 t866'6' 9/62'0 8980'0 zz\t'l Lt6l'l 00zt L666'.yZ t.080'0 81.0t'l 000 ,866'6' 1666'.n7, vnL0'0 Itz}'l 00il, SL\Z'0 9866'6t 8666'rZ ,690'0 6196'0 009 ,092'0 8866'6' 8666'tZ I990'0 2968'0 009 r tgiz'0 6866'6' 8666'tZ tt90'0 9Zt8'0 00/ 9t.02'0 0666'6' 8666'rZ 6/90'0 896/'0 008t g6 r666'6' 6666'rZ 8190'0 6t9/'0 006r tz'0 e "e mT.g=sl 001.1 t t, t. flLs = 50M 0s I 500 2.864 0.2083 24.9979 49.9875 0.8332 480 2.9842 0.2170 24.9977 49.9964 0.8679 475 3.0156 0.2193 24.9977 49.9862" 0.8770 450 3.1831 0.2315 24.9974 49.9846 0.9257 440 3.2554 0.2367 24.9973 49.9839 0.9468 425 3.3703 0.2451 24.9971 49.9827 0.9801 400 3.5810 0.2604 24.9967 49.9805 1.0414 375 3,8197 0.2777 24 9963 49.9778 1 .1 360 3 9789 0 2893 24.9960 49.9759 1.1570 350 4.0926 0.2976 24.9958 49.9745 1 .1 325 4.4074 0.3204 24.9951 49.9704 1.2815 320 4.4762 0,3254 24.9949 49 9695 1.3015 300 4.7746 0.3471 24.9942 49.9602 1.4872 280 5.1157 0.3719 24.9934 49.9602 1.4872 260 5.5092 0.4005 24.9923 49.9538 1.6015 250 5.7296 0.4165 24.9917 49.9500 1.6655 240 5.983 0.4339 24.9910 49.9458 1.7348 220 6 5109 0.4733 24.9892 49.9355 1.8922 200 71620 0.5205 24.9870 49.9219 2.0810 180 7.9577 0.5783 24.9839 49.9036 2.3116 160 8.9525 0.6505 24,9797 49.8781 2.5996 150 9.5493 0.6938 24.9769 49.8613 2.7723 140 10.2314 0.7 432 24.9735 49.8408 2.9694 124 11.9366 0.8667 24.9639 49.7834 3.4615 100 14.3239 1.0393 24.9480 49.6884 4.1481 17.9049 1.2976 24.9188 49.5139 5.1721 BO 50 28.6479 2.0689 24.7331 49.7644 8.1 I I TABEL {__ 108 900 857 Konstruksi Jatan Raga 9t' ofio11 uDlof ls)rnrlsuoy TAWJ 9t9 t' t 0086'69 /966:62 ,882 0 990t'e 029 /060't rz86'69 0/66'62 LZLZ'O zgzL'c 099 ztl9'l 8286'69 tL66'62 8/92'0 ,690'0 099 8666'0 0986'69 9/66'62 0092'0 8198'Z 009 6ZZ6'0 z/86'69 6/66'62 8002'0 vtvg'7, 0/98'0 0686'69 2866'62 cnrc'0 ssgv'z 666/'0 ,066'69 ?866'62 0002'0 8t6Z'Z 00/ 09/ 66r/'0 9 r66'69 9866'62 98n\',7, 008 890/'0 9266'69 8866'62 zzel z 098 9999'0 0t66'69 6866'62 9/8t'0 99/t'0 /99t'0 6606'1. 000 I r09'0 0t66'69 0666'62 6/91'0 0608't 096 0009'0 9166'69 t.666'62 009 L'0 68 t./'t. 000 ,9r9'0 9966'69 0666'62 ,90t'0 9299'r 00 0009'0 ,666'62 092['0 i7,tt'L 002 t 8966'69 s666'62 ,9 t t'0 zzzt'L 00t I 98Zr'0 z/66'69 9666'62 SLZZ'L 00rr 000r'0 9/66'69 9666'62 t/0 t'0 000 t'0 69il't 009 r 09/E'0 6/66'69 9666'62 8060'0 *LO'L 009 t 6290'0 r866'69 /666'62 2880'0 trl}''. 00/ t g0et'0 9866'69 /666'62 t080'0 6?96'0 008 r, r0'0 9866'69 8666'62 68/0'0 /t06'0 006 t, 000t'0 9866'69 8666'62 09/0'0 ?698'0 0002 LZLZ'O 6866'69 8666'62 2890'0 e[8/'0 OOZZ 0092'0 r666'69 8666',62 9290'0 Z9'L'O 40n7, 00?z'0 1.666'69 6666'62 0090'0 9/89'0 0092 8otz'0 2666'69 6666'62 //90'0 rr99'0 0092 ffitz'0 t666'69 6666'62 9t90'0 6il9'0 0082 mTO = sT l tt 2966'69 so ) L I r9r'0 89 {._ 099 , Ls = 60M 0s 648 500 3.4377' 0.3000 29.9966 59.9796 1 .1 480 3 5810 0.3125 29.9961 59.9766 1.2496 475 3.6187 0.3157 29.9960 59.9761 1.2628 450 3,8197 0.3333 29.9966 59.9733 1.3329 440 3.9065 0.3409 29.9954 59.9721 1.3632 425 4.A444 0.3529 29.9950 59.9701 1.4113 400 4.2972 0.3749 29.9944 59.9663 1.4994 375 4.5837 0.3999 29.9936 59 9616 1.5993 360 4.7746 0 4166 29.9931 59.9683 1.6658 350 4.9111 0.4285 29.9927 59.9559 1.7134 325 5.2888 0.4614 29.9915 59.9489 1.8450 320 5.3715 0.4686 29.9912 59.9473 1.8738 300 5.7296 0.4998 29.9900 59.9400 1.9986 280 6.1 388 0.5355 29.9885 59.9312 2.1411 260 6.6111 0.5767 29.9867 59.9202 2.3055 254 6.8755 0.5997 29.9856 59.9137 2.3975 240 7 .1620 0.6247 29.9844 59.9063 2.4972 220 7.8131 0.6814 29.9814 59.8885 2.7237 200 8.5944 0.7494 29.9775 59.8651 2.9952 180 9.5493 0.8325 29.9722 59 8335 3.3267 160 10.7430 0.9363 29.9649 59.7894 3.7406 150 11.4s92 0.9986 29.9600 59.7604 3,9886 140 12.2777 1.0697 29.9541 59.7251 4.2717 120 14.3239 1.2472 29.9376 59 6261 4.9777 100 17.1887 1.4952 29.9102 59.4622 5.9615 80 21.4859 1.8656 29 8599 s9.1617 7.4250 50 34.3175 2.9617 29.6436 59.8757 16 , TABEL 11.6950 Konstruksi Jalan Raya -l ofio;g ulolo1 tslrnrTsuo)r' Ig€tVJ ZT 00/9't 0896'69 fi66'nt 9260'0 ,998',0 07,9 vtiSn'l LZL6'69 0966't0 zt tt'0 1,9?g'0 099 6L9y't, L7,16'.69 ,966'rg 9?9S'0 0 t.89'g 099 809t'1. z9l6'69 0966't0 tzvt't, 009 z99Z'L /6/6'69 9966'?0 z|w'0 til.t'0 2980't 099 999 I' r 9Z86'69 t./66't0 9r6Z'0 /880'L Br86'69 9/66'?0 zzLZ'0 8198'Z gt Lg'z 00/ 09/ 107,0'l 9986'69 B/66',rr 7,ggz'0 1909'Z 008 /096'0 1.886'69 0866'rt zlnz'0 z69t'z 098 t/06'0 ,686'69 2866't0 8927,'0 7,gzz'7, 006 9698'0 9066'69 t866'tt 6nLZ'0 60w'z 096 r8'0 ?1,66'69 9866'?e znaz'0 t900'z 000t. iztl'0 6266'69 8866'r0 998 t'0 0ez8't 001l. 9089'0 0166'69 0666'rC t0/ t.'0 ILL9'L 00zt z8z9'0 6t66'69 2666'r0 0/9 t'0 gtvg'l 0001. t089'0 9966'69 0666'rs 89il.'0 nnng'0 zB66'69 ?666rr0 t9E l.'0 009 r. f0 t9'0 9966'69 t666'rt 9LZL'A v1,w'l 69tg'r 0t9z't 009 t ,08?'0 0/66'69 9666'r0 107,1'0 96/ t.'I 00/ I Ltgt'0 0/66'69 9666'rt 9/66'69 9666'r0 WII'L ,990't 008 86Zr'0 ,0tr'0 9/0t'0 006 r 0B0t'0 0002 99 00, r t, 6166'69 9666'?t 17,01'0 LZ00'l zt Lt'0 2866'69 /666'rt 8260'0 torg'0 9866'69 8666'?e 1,990'0 I t 16'0 99t8'0 L$Zt'0 9866'69 8666'r0 /1.80'0 l,z0g'0 0092 Iil.0'0 /866'69 8666'.?g 98/0'0 il 0092 Lt6Z'A 6866'69 8666'?t 67,10'A LL'| zgtL'0 so MTFTI OOZZ 00vz 008e .---t J h Ls = 70M ? -t, es I F 500 4.010 0.4083 34.9943 69.9657 1.6328 480 4.1778 0.4253 34 9038 69.9628 1.7AA7 475 4.2218 0.4297 34.9937 69.9620 1.7186 450 4.4563 0.4536 34.9929 69.9577 1.8140 440 4.5576 0.4639 34.9926 69.9557 1.8552 425 4.718,5 0.4803 34.9921 69.9525 1.9206 400 5 0134 0.5103 34.9911 69 9464 2"0406 375 5.3476 0.5443 34.9898 69 9390 2.1764 360 5.5704 0.5669 34.9890 69.9339 2.2670 350 5.7296 0.5831 34.9883 69.9300 2.3317 325 6.1 703 0.6279 34.9865 69.9189 2.51A7 324 6.2667 0.6377 34.9860 69.9163 2.5499 300 6.6845 0.6802 34.9841 69.9048 2.7196 2BA 7 .1620 0.7288 34.9818 69.8907 2.9134 260 7.7129 0.7847 34.9789 69.8733 3.1 250 8.0214 0.8161 34.9771 69.8629 3.2621 240 8.3556 0.8500 34.9752 69.8513 3.3976 220 9.1152 0.9272 34.9705 69.8230 3.7054 200 10.0286 1.0197 34.9643 69.7859 4.0744 180 11.1408 1.1327 34.9559 69.7358 4.s248 160 12.5335 1.2739 34.9442 69.6658 5.0867 150 13.3690 1.3585 34.9866 69.6198 5.4233 140 14.3239 1.4551 34.9272 69.5638 5.8073 120 16.7113 1.6962 34.9010 69.4069 6.7643 100 20.0535 2.0320 34.8576 69.1473 8.0955 BO 25.0669 2.5347 34.7779 69.6720 10.0696 50 40.1 070 4.0127 34.4360 66.6469 15.7706 18 s: I TABEL 370 Konstruksi Jalan Raga ofiloy ualaf ts4nrtsuoyffi ,090'z LZ96'6t tz66'6e tzLg'0 tLav'v 029 /8t6't tr06't Lt96',6L 0066'6t 818r'0 0t9t'v osg 2696'6/ zt66'6t L9LT'O 9260'' 099 7,LLL'L ?t96',61 I166'6e nnnn'0 /6r8't 009 90t9't /696'6/ 6t66'6t 7,01t'0 6929't 099 9tz9'l 6t/6'6/ 9966'6t 608€'0 6tzt'l 0?17,'t, 00/ ZLI6'61 2966'60 9990'0 8990't 091 r0te'I 0086'6/ ttqz'l ttt0'0 /il0'0 B'98'Z 008 tz86'6/ /966'6t 0/66'6t t969'e 098 0981.'L zng6'61 ?/66'60 t96Z'0 99t/9',2 006 LZ7,I'L 8986'6/ 9/66'60 t08z'a 9Ztt'z 096 9990'r 7,196'61 6/66'6t 9992'0 8L6Z'Z 000 r 9696'0 ?686'6/ 2866'6r vzyz'o 9e80'z 001.t. 8888'0 il.66'6/ 9866'6t ZZZZ'O 6606'l OOZL 9028'0 vz66'61 /866'6t t90z'0 6Z9[L 000 r 6r9/'0 9t66'6/ 6866'60 906 t.'0 0/09't. LwI0 00rr 8166'6/ r666'6t SLLL'O 6lz9'l 0966'6/ 2666 /99 t'0 n&9'0 9966'6/ 9666 6t 6t yz*', 009 r 9999'0 6991.'0 tB|t't 00il 9269'0 0966'6/ 0666'69 tSvL'0 ZTLZ'I 008 r ,t99'0 tt89'0 9966'6/ t666'60 00il'0 Z9OZ'I 006l, 8966'6/ 9666'69 ts0 r'0 69?1,'t 0002 e/66'6/ 8/66'6/ 6/66'6/ t866'6/ t866'6/ 9666'6t ztzt'0 Ltvo'l 00zz 9666'6t wfi'0 6196'0 00v7, /666'60 /90r'0 920 t'0 /9t6'0 I r88'0 0092 /666'6t 0092 /666'6e 2960'0 98 t8'0 0082 8?8t'0 wnn'0 'L9Zi'0 zlLv'0 608t'0 e "e rFog=s1 009 t r Ls = 80M es s00 4.5837 0.5332 39.9915 79.9488 2.1324 400 4.7746 0.5554 39.9907 79.9445 2.2211 475 4.8249 0.5613 39.9995 79.9433 2.244s 450 5.0930 0.5924 39,9895 79.9368 2.3690 440 5.2087 0.6059 39.9890 79.9339 2.4228 425 5.3925 0.6273 39.9882 79.9292 2.5082 400 5.7296 0.6664 39.9867 79.9200 2.6648 375 6.1115 0.7108 39.9848 79 9090 2.8421 360 6.3662 0.7404 39 9835 79 9013 2.9604 350 6.5481 0.961s 39.9826 79.8956 3,0448 325 7.0518 0.8201 39.9798 79.8789 3.2785 320 7 .1620 0.8329 39.9792 79.8751 3.3296 300 7,6394 0.8883 39:9763 79.8579 3.5510 280 8.1 851 0.9517 39.9728 79.8369 3.8040 260 8.8147 1.0248 39.9685 79.8109 4.0956 250 9.1673 1.0657 39.9659 79.7954 4.2589 240 9.5493 1.1100 39,9630 79.7781 4,4356 220 10.4174 1.2107 39 9560 79.7360 4.8370 200 11.4592 1.3314 39.9467 79.6806 5.3181 180 12.7324 1.4789 39.9342 79.6058 5.9051 160 14.3239 1.6630 39.9168 79.5014 6.6370 150 15.2789 1.7733 39.9054 79.4330 7.0751 140 16 37 A2 1.8992 39 8914 79.3494 7.5747 120 19.0986 2.2134 39.8523 79.1157 B.B186 100 22.9183 2.6515 39.7876 78.7294 10.5454 80 28.6479 3.3037 39.6690 78.0230 13.0971 50 4s.8366 5.2133 39.1617 75.0295 20.3780 20 TABEL Konstruks i Jalan Raga ) t I ofrog ualaf ls]rnJlsuoy TG T4EIVJ t9'0 t896'' B/89'' 099 9e09'0 t.r09', 099 1616'68 t066'8' 9t66'8' ,299'0 zt6z't 009 0826'r 6996'68 8266'8' t6t9'0 9996't 099 0826'1. 8296'68 8e66'8' LZg?'0 $89'0 00/ 966/'t, 9/96'68 9166'B' 66rr'0 LLen'e 092 t/89'r, 9t16'68 t966'8' Btzv'0 6ZZZ'T, 008 6/89'l 8eb6'8' 0/6t'0 rgt0'e 098 LS9V'l Btl6'68 9//6'68 2966'B' 09/g'0 8?98'Z 006 907,n'l 86/6'68 9966'8' z99g'0 0vtL'7, 096 8610't I t.86'68 0/66'8? 9/tE'0 000 ttzz'l 6tzt't t8t0'r 6186'68 890e'0 t/86'68 9/66'8' 6/66'B' t8t9'z 6ffit'z ztSz'0 98nt'z 00zt 2686'68 zB66'8t 9692'0 0986't 00t z?96'0 /066'68 ,866'8t w?4'0 LtvS'l 6668'0 6 r66'68 9866'8t |szz'0 68 /tr8'0 6266'68 BB66'8? 60 It6I0 /t66'68 0666'8' 986 r'0 vtLg'l Lgt9'l 00rr 009 t 009 t 00/ t 009/'0 ,?66'68 1,666'B? 9/B r'0 nz*'l 008 t 90[/'0 6166'68 2666'8' 9LLt'0 0/9e'I 0061. 0919'0 ,s66'68 2666'8? /89t'0 z68Z'l 0002 90r9'0 2966'68 ,666'8? ,t9t'0 O7,LI'L 0027, 9299'0 8966'68 e666'B' 90rt'0 ffit}'l 40v7, 0019'0 r/66'68 9666'8' 09e['0 0 tto't 0092 z6t9'0 t/66'68 " 9666'8' 86Zt'0 / 1,66'0 0092 tzgv'0 /166'68 9666'8t 90zr'0 8026'0 0082 8t69'Z 9206'68 8886'8t 68?9'0 n$?'z 86e6'68 0066'8? 90 960r'z 6 t16'68 l6v7'7, rz'0 t/'r so m06=q 029 00 t il. t, Ls = 90M 0^b 0.6748 44.9879 89.9271 2.6984 5.3715 0.7029 44.9868 89.9209 2.U47 475 5.4280 0.7103 44.9865 89.9193 2.8403 450 s.7296 0.7497 44.9850 89.9100 2.9979 440 5.8598 0.7668 44.9843 89.9059 3.0659 425 6.0666 0.7938 44.9832 89.8991 3.1739 400 6 4458 0.8434 44.9810 89.8862 3.3719 375 6.8755 0.8995 44.9784 89.8705 3.5963 360 7.162A 0,9370 44.9766 89.8555 3.7458 350 7.3666 0.9637 44.97 52 89.8513 3.8526 325 7.9333 1.0378 44.9713 89.8276 4.1482 324 8.0572 1.0539 44.9704 89.8222 4.2128 300 8.5944 1.1241 44.9663 89.7977 4.4928 280 9.2083 1.2042 44.9613 89.7679 4.8125 260 9.9166 1.2967 44.9551 89.7308 5.181? 250 10.3132 1.3484 44.9514 89.7088 5.3875 240 10.7430 1.4045 44.9473 89.6841 5.6109 220 11.7196 1 .5318 44.9373 89.6242 6.1 214 12.2777 1.6045 44.9312 89.5876 6.4075 200 12.8916 1.6845 44.9242 89.5454 6.7256 180 14.3239 1.8708 44.9064 89.4391 7.4666 160 16.1144 2.1034 44 881 6 89.2907 8.3899 150 17.1887 2.2428 44 8653 89.1 934 8.9423 140 18.4165 2.4018 44.8455 89.0746 9.5719 120 21.4859 2.7984 44 7899 88.7426 11.1375 100 25.7831 3.3507 44.6980 88.1945 13.3060 80 32.2289 4.1714 44.5295 87.1 938 16.4975 50 51.5662 6.5586 43.8119 82.9783 25.4781 500 5.1 480 22 5r TABEL 1 81 Konstruksi Jatan Raga lofio11 uolof ls{nrJsuoy .I4€MJ 0002'0 9/06'66 9186'6? 0 t0B'0 2609'9 az9 q820 0 ,/ 16'66 z9B6'6t vL9L'0 /802'9 099 9tL6'Z 0026'66 /986'6' 80r/ 0 L9tL'9 099 FgLIT, 90t6'66 ?886'6' t?69'0 gVLL'' 009 0099'z B016'66 vLlv'v 099 r090'e 0616'66 .t066'6' I t66'6' 6019'0 [969'0 9260'? qLEZ'Z 9996'66 9266'6' 9999'0 /6 rB't 00/ 09/ IZBO'Z 6096'66 9066'6t 8029'0 0189'e 008 e096'L ,s96'66 zv66'6y t.06r'0 e 'e ?t98'L t.696'66 6166'6' 6Z9r'0 rtBrg 006 aFgL'l tz16'66 ,966'6? 98ff 99 t0'g 0s6 1999'r 09/6'66 8966'6' 99 Lt'0 8t98'Z 000 t 6?1.9't t6/6'66 9966'6? BB/t'0 vF09'z 00[t /88t't 9286'66 r/66'6' (,Lyt'0 t,lgt'z 00el 6t8Z't 2986'66 s/66'6? 90zt'0 LI,Ol,:Z 00t t t06 r' t z/86'66 6/66'6? 9/62'0 9930'z 00il. 0rtt't 6886'66 2866'6t 6LLZ'O 6606't 009 t 9t?0't. 2066'66 f866'6? n09z'a 906/'t 009 s086'0 CI r66'66 9866'6t L9?Z'O Z9B9'L 00il 6926'0 ez66'66 /866'6' r166'66 8866'6' I L0Z'0 t6rz 0 I t69't 8/09't 008 LLfi'A 006 t ge08'0 /e66'66 0666'6' [802'0 vztt'L 0002 9L9L'0 8166'66 aazz /966'66 ,68r'0 90/ t'0 zzjt'l ,f69'0 r666'6' 0666'6' LT6L'L 00vz 9999'0 0966'66 8666'6? /991'0 69rt't 0092 ,666'6t 9666'6' g09L'0 Bl.0t't 0092 r'0 LTZA'L 0082 0t?9'0 0966'66 2969'0 8966'66 BBf 0 0/e to t^l i:;-- 00[ = s'l 098 L L Ls = 100M R e^U 500 5.7296 0.8330 49.9833 99.9000 3.3310 480 5.9683 0.8677 49.9819 99.8915 3.4695 475 6.0311 0.8768 49.9815 99.8892 3.5060 450 6.3662 0.9255 49.9794 99.8766 3.7004 440 6.5109 0.9465 49.9785 99.8709 3.7844 425 6.7407 0.9799 49.9769 99.8617 3"9177 400 7j620 1.0411 49.97 40 99,8439 4.1620 375 7.6394 1.1104 49.9704 99.8224 4 4388 360 7.9577 1 .1566 49.9679 99 8073 4 6233 350 8.1851 1 .1 896 49.9660 99.7961 4.7550 325 8.8147 1.2810 49.9606 99.7636 :i.1195 320 8.9525 1.3009 49.9593 99.7561 5 300 9.5493 1.3875 49.9539 99.7226 5.5445 280 10.2314 1.4864 49.9469 99 6816 5,9388 260 11.0184 1.6004 49.9384 99.6308 e 250 11.4592 1.6643 49.9334 99.6007 e;.6476 244 11.9366 1.7334 49.9277 99.5053 e,.9229 220 13.0218 1.8904 49.9140 99.4847 7.5479 210 13.6419 1.9801 49.9057 99 4346 7.9044 200 14.3239 2.0787 49.8960 99.3768 8 2962 180 15.9155 2.3084 49.8717 99 2311 9.2084 160 17.9049 2.5951 49.8377 99,0278 10.3442 150 19.0986 2.7668 49.8154 98 8946 11 0232 140 20.4627 2.9627 49.7882 98.7320 11.7967 1U93 .3933 12A 23.8732 3.4508 49 .7124 98.2778 'i3.7176 100 28.6479 4.1297 49.5862 97.5288 16.3714 80 35.8099 5.1 363 49.3560 96.1688 20 2593 50 57.2958 8.0433 48.3787 90.4523 31.0281 24 TABEL Konstruks i Jalan Raga i I .i t ofiog uallo1, ls{nJlsuoy .I4WJ 9G t9'u t0r8'6 t r, t9l6'69 tLtt't It.r0'9 029 6690'' 0/98'6 t t. z916'69 t09z'9 099 zzgz'v 0298'6 r.t, 0//6'69 vztl.'l 0t/0't 88fl'9 099 I/66'0 I069't 892il9 I088'6r.r 0086'69 9666'0 96ZL'9 009 8Lt8'6lt 0e86'69 8ZZ6'A 8882'9 099 61.!,6'6 t.t 0986'69 6998'0 l,il.6:' 9861,'g ztz6'6w z/86'69 866/'0 /089'? 00/ 09/ 8866'Z 9206'6 [t. /886'69 868/'0 7,162'V 008 qzzg'-7, z016'6 t t 0066'69 898/'0 ww'n 098 006 096 0 L 8999'Z 2916'6 r r tL66'69 9999'0 /61,9 g 9929'Z t.296'6 t.!, 0266'69 I tz9'0 /8 t9'g t660'z 8996'6 t.1. 8e66'69 6669'0 ntSt'7, tr96'6il. 0?66'69 ,9?9'0 Ltt?'t zgzt't 9666't 00/6'6 t I 0966 69 0009'0 8198'Z 007,1 6918't, tvL6'6." /966'69 9l 9r'0 nwg'z 000 LTLL'L 6//6'61.t 0966'69 98er'0 999r'Z 00fr 8669'r 8086'6 rt rt86'6il. 8966'69 000?'0 8167'Z 0091. z/66'69 09/t'0 98t-1',7, 009 r t986'6 t t 9/66'69 6290'0 zzz0'1 00/ t zttt', 9986'6il. 8/66'69 ttet'0 6606'r 008r ttqz'l 0886'6 r.r 0866'69 89 re'0 0608't 006 6661't 2686'6il. 2866'69 0000'0 8060'L r I66',6 t t 9866'69 L7,L1,',0 866r'r 9wv'L t. t. 000e 9299'r 0427, tzty', 00nz 0000't. 9266'6t.r. /866'69 0092'0 0096'0 r066'6 tL 8866'69 00te'0 LgLT'L 0092 0tz6'0 9066'6 tt. 686069 8002'0 zzzt'l 0092 t/98'0 9?66'6 r r t666'6,9 titz'0 SLZZ'l 0082 se t/I .i.- 00il, rZ't 68 . 0001. 0z[ = s] rT I Ls = t20M es 500 6.875 1 .1 994 59.9712 119.8273 4.7951 480 7.1620 1.2493 59.9688 119.81 26 4.9944 475 7.2374 1.2624 59.9681 119.8087 5.0469 450 7.6394 1.332s 59.9645 119.7868 5.3266 440 7.8131 1.3627 59.9628 119.7770 5.4473 425 8.0888 1 .4108 59.9602 119.7611 5,6390 400 8.5944 1.4988 59.9550 119.7303 5.9904 375 9.1673 1.5985 59.9488 119.6932 6.3883 360 9 5493 1.6650 59.9445 119.6671 6.6534 350 9.8221 1.7125 59.9413 119.6478 6.8428 325 10.5777 1.8439 59.9318 119.5916 7.3667 320 10.7430 1.8726 59.9298 119.5788 7 .4812 300 11.4592 1.9971 59.9281 119.5209 7 .9772 280 12.2777 2.1 393 59.9083 119.4501 8.5434 260 13.2221 2.3033 59.8936 119.3625 9.1 250 13.7510 2.3951 59.8850 119.31 06 9.5606 240 14.3239 2.4944 59.8752 119.2622 9.9554 220 15.6261 2.7200 59.8515 119.1105 10.8513 957 210 16,3702 2.8488 59.8371 119.0241 11.3621 200 17.1887 2.9904 59.8204 118.9245 11.9231 180 19.0986 3.3201 59.7785 118.6735 13.2279 160 21.4859 3.7312 59.7198 118.3235 14.8500 150 22.9183 3.9772 59.6814 118.0942 15,8181 140 24.5553 4.2577 59.6345 117.8146 16.9193 120 28.6479 4.2359 59.5035 117.034s 19.6457 100 34.3775 6.9235 59.2872 115.7514 23.3899 BO 42.9718 7.3614 59.2324 113.4235 28.8162 50 68.7549 lt i, li I l' L 26 TABEL Konstruksi Jalan Raga lofio1g /G uolaf lslnr7suoy .ruAVJ, 6eLZ'9 99t/'60r /196'69 9t09: I 6ZI,L'L 029 9Zg6'9 w,LI6tl zz96'69 0r8?'L ZZ6Z'L 099 8928'9 f t8/'6t1. 8096'69 9L9n'l 0z9t'L 099 z6tr'9 9608'60r e996'69 909r'r 9189'9 009 9tz0'9 //08'6gt 6Zl6'69 6992'r t0/1,'9 099 ee99'r r098'6et t99t't 962/'9 9880'l g/rt'9 00/ 09/ t0 t0'9 008 8Z6e'' t8/8'6gt /9/6'69 /6/6'69 1,t80'? 8260'60 r 1,286-69 9080't t!,tg't 1.s06'6tr z?86'6.9 9096'0 98tL'V 098 006 tLt 't [6'6t r. 0uz6'6tt 6986'69 /206'0 g9sr', t/86'69 9696'0 Stzz'v 096 9992'e ,te6'6el 9886'69 99 t8'0 L0L0'n 000 t 8896'Z e0r6'691. 906669 tzv L'0 I9r9'e 00 gl7,L'7, ?296'6fl. rt66'69 9089'0 &wt 002 [ tztq'z 6ztt'z ,696'6tI zt66'69 r8z9'0 2980'z 00e r 0996'60r /166'69 0e89'0 8n9B'Z 00rr. 009t t.829't e9 tt nLLt'z 9696'6tt 6?66'69 inng'0 g0/g:z ilil'7, zel6'6t t 9966'69 t0 r9'0 1909'Z 009 t17,6'l e9/6'601. 0966'69 ,08?'0 z69t'z 00Lt 9rt8'l 88/6'60t 9966'69 /09r 0 ZSZZ'Z 008 t6tll 0r86'6er 8966'69 862?'0 60w'z 006 t z0e9'l LrSV'l 6286'60[ t/06'69 980?'0 ?900'z 0002 8986'60t 9/66'69 zut'0 00zz 0r90'r r886'6gt 0866'69 00?t'0 0tz8'! LtL9'l 9900't. 0686'6t r z866'69 LgZt'0 0109'r 0092 t99Z't 8686'6fl. 0866'69 ttr,0'0 9ZV9'l 0092 999 !,'l. 21,66'6tL 9866'69 LI6Z'O ?ztv'L 0082 so ru Ott = s'l t. r. 00vz rLs = 140M e^5 500 8.0214 1.6322 69.9543 139.7258 6.5242 480 8.3556 1.7001 69.9504 139.i025 6.7944 475 8.4436 1.7180 69.9494 139.6963 6.8665 450 8.9127 1.8132 69.9436 139.6616 7.2467 444 9.1152 1.8544 69.9410 139.6461 7.4108 425 9.4370 1 .9197 69.9367 139.6207 7.6714 400 10.0268 2.0394 69.9286 139.5718 B 14BB 375 10.6952 2.1751 69.9188 139.5130 8 6895 360 11.1408 2.2655 69.9119 139.4716 9 0496 350 11.4592 2.3300 69.9068 139.4410 9.3067 325 12.3406 2.5087 69.8919 139.3519 10.0180 320 12.5385 2.5477 69.8885 139.3316 1 300 13.3690 2.7169 69.8732 139.2397 10.8466 280 14.3239 2.9102 69.8544 139.1275 11.6147 260 15.4258 3.1329 69.8312 138.9886 12.4992 250 16.0428 3.2575 69.8175 138.9064 12.9937 240 16.7113 3.3925 69.8020 138.8137 13.5286 220 18.2305 3.6987 69.7644 138.5893 14.7415 210 19.0986 3.8735 69.7415 138.4524 15.432s 200 20.0535 4.0655 69.7151 138.2947 16.1010 180 22.2817 4.5126 69.6486 137.8975 17.9530 160 25.0669 5.0694 69.5538 137 .3440 20.1392 150 26.7380 5.4023 69.4949 136.9817 21.4414 140 28.6479 5.7815 69.4207 136.5403 22.9200 120 33.4225 6.7235 69.2135 135.3106 26.5677 100 40.1070 8.0254 68.8721 133.2939 31.5412 80 50.1338 50 80.2141 28 TABEL 0.1 735 , Konstruksi Jalan Raga lcfrtcy ualrcf ls{nJtsuoy .ruAVJ 6G '(iE I I6T'8 6S'L'L BI 99'68 6LO9'L Oe L9 '(rS I 6ge6'6L 9t,?6'61 9rrz6'6L s6ro'z 6Lt6' L BEI/'6EI 97,E6'61 L9LL. 0lES'g 9680'g C'89'E 96Ze'9 9L9L'6St I t6l'6E I 9696'(tL r0?9' 2996'61 1696'61 [[zE' I gLZ'' I f,€.16'61 6ZEE'T E IZot 1T7.9 I 0BIB'(rS I I0?8'(rS t ?9IO'E ISCZ'? f.8E8'65 [ gCZB'6S I rt9L6'6L 68L6'6L 068?'? Ltlgz'tl e LLB't 9988'6S r I [86'6/ 9L6B'(rS I 67,96'6L 16' 65 I 68Z6'6E 1 ?6e6'6E t 8Lr6'(;S I 9VS6'6Er 009(r'(rS I 9196'frS I 6586'6L IB8(r'6/ 6686'6L Lt66'61 ,266'61 ee66'61 1166'61 esiz'z IET I' Z ,896'6EI LVe,6'6L 9TL6'6E I Eg66'6L 1966'6L 9LLL. 88Z6'6E I ZZ86'6E I 9eB6'6E I 9966'61 oL66'6L t,166'6L EL66'6L 8166'6L ,rsg'e 7,182'e 6910',\', 6erg'z zg99'z ,609'Z oole'z z6e6'I T I 6019'r EgOZ' LEZg'I ?E ,,L6'6E I 8?96' 65 I 6986'(rS I ,to6' Z?I8.8 6€t€'g ISBI'8 ,6eg'L OZS 8IS0'/ oo9 0sg I8?E'9 001 EIII'9 96ZL'S 09E OEZ Ers7,' sz6t' B?8 0e60's 6'Z8'' 008 0E8 oo6 oE6 LESS'' o00t [' sz,zr' ,990' s696'0 /888'0 g olgl', /6Ig'€ OOI I 002 r ?0zB'0 6SZ9'E [91'0 0[IL"o OOEI B O' LZ' E BEEO'C 00?I 9999'O BEgB'Z ,LZg'O 9269'O ?I9E'O 009r e96g'z Sgrts'Z OOZI eECe'0 816Z'Z B?B''O ,rvr'o 9gzr o z0I?'0 60gg'0 SZI'' Z OOEI 008r 006r 0002 EEBO'Z OOZZ 66a6' ootz ECES' 00sz 6Z9L' 0092 ooSz OLZg' s0 HOgt=sT 09s rF' Ls=160M 0s 500 580 475 9.16-' 450 10. 1859 440 425 400 to.4t74 375 L2,2?31 360 350 325 320 301 280 t2.7324. '260 250 '240 220 210 200 rB0 160 150 140 t20 10c 80 50 9.549t 9 .6498 10.78s1 11.4592 1 3 .0962 14.1036 14.3239 15.2789 16.3702 17.6295 18.3346 19.0986 20 . B34B 2L..8270 22.9L83 25.4648 28.6479 30.5577 32.7404 38.L972 45.8366 57.2958 9t.6732 2.r3r4 2.2200 2.2433 2.3677 2.42L4 2.5066 2.6629 2.8398 2.9577 3.0419 3.2750 3.3259 3.5465 3.7984 4.0887 4.2511 4.4269 4.8257 5.0531 5.3030 5 .8843 6.6075 7.0393 7 .5309 8.7 492 1o.4266 I59.5909 79.9313 79.926A 79.9244 79.9158 I 59 . ss61 r59.5467 159. 495r 159.4719 79.9tt9 79.9056 79.8934 79.8788 79.8688' 79.8609 79.8336 79.8107 9.674L 59 . 4341 10.0138 159.36t2 ro.6362 159.2734 11 1 1 59 . 2ll7 159.1661 159.0332 159.1029 79. B3B7 8.5177 8.9713 8.9643 9.4601 .3408 11.3101 12.L45L I3 .0715 L3.2739 14.1501 79,7828 15fl .8660 1 5g .6988 79 .71+32 158.4918 79.7277 1 58 . 3693 15.1495 L6.2996 16.9422 1 58.2313 17 .6372 79.7046 79.6487 79.6146 79.5752 79.476T79.3379 79.2474 79 .1371 78.8293 78.3233 TABEL 157.8972 157.6936 157.4589 I 56 .8683 156.0460 1 s5 .5084 t54.8539 1 53 .0337 150.0589 t9.21L5 20. 1078 '21.0908 23.37L4 26,L943 2-7 .8718 29.7728 34,4428 40,7559 Konstruksi Jalan Roga 1 I I ofiog ualto1 ls)rnrl rro>I 7ggVJ. 99666' 89geE' 196 86999' LO6ZO' ,2666. 696 LSe 9Se 269 oL6 ssE 116 e ,98 gs6Et' sL6 zse IE€ /666' tL6 LZLOO' ZIL 869 889 Ee6 86666. 0666r' ?s900' r69 LZ6 t6L 0€6 069 689 et.L 7,e6 sL9 88999' Lrgzo' 189 6SS 989 989 s89 r0s I'6 et76 916 OEE LL6 0E6 9L666' 616 086 8?e 178999' gzEZ1' IE666. [89 892 6S6 L?C I86 289 OTZ L?T 956 Z9T 286 8S6 9?E I89 r89 ,60 619 816 ffiEEC' 699 066 6t9 r66 sz9 0r9 e?t 916 r66 ?89 91?6 r66 969 2666?' r8s00' 266 995 ZS9 r96 e66 866 e66 ,66 ,66 08999' 9E0ZO' e9666- LEE ez9 99666' s?e6e' +?85 9?t 986 986 186 ??t 819 ett, ete 616 s96 196 8!-9 r98 696 LL9 t08 ?66 TL6 s66 s666r'. os? Ee?00' 966 966 966 966 1666?' 90? z6e grlra' 88666' utet' 686 066 066 I?E 919 189 IrTe 916' 919 ote 0?t 629 EL9 TL9 ,19 916 816 ZIE 616 96e T8666. 286 r66 26666' 6reee' 6te 266 866 866 ,66 tL9 s86 8ee ZZZ 186 719 EOI Leeee' 966 966 166 9eI 16666' 9eeEE' 166 866 see 66666' 666 666 66666' 00000'r 00000'r 00000'r 00000'r 00000'r 00000'I 00000'I e1999' ?Etro' 866 Lee Lee 9e6 see EEE ECE ?etee' ,ee ,et, ,EE rtee TseEe' ,E r1999' e9rr0' 8'Z 266 666 ?I8 ,66 991 966 s66 966 e6666. 89999' Z8E0C' 1666. 06r 6666r' 9?I00' ?7,9 166 Cor, 000 866 000 000 000 899 Ljt 866 199 6re 666 66666. 666 9Lt 66666' TE L9 8E0 00000'I 00000'I 00000'I I 6Ie00' ?OZ 899 9II I'S 6666r' 666 666 666 666 899 19999' 16z00' eez 19999' 00000' SI.I0IJ,ONIu TVUIdS-TVUIdS'III STSVI gLT, I9I rIi LII zol 880 0000s' €/000' 000 000 000 000 890 ,ro 6ZO sr0 00008' 00000' *I *d J''I = S'i uO{ NOIJISNYuJ Jo oze E0t eez r66 Ie6 0r9 6re ,CE 066 Lroro' 686 899 LLC 89e00' r6zoa' o!_9 869 TZ,' LLZ Z9Z oL9 699 69999' 11800' 6Liz ,9' 8666?' 866 866 866 699 699 899 80800' t6t 88666. ?e ?e 3"I 166 166 166 866 ,86 L9 L9 L9 Eee6e' ,666r' t1666. 8es 082 E6666' 866 91999', EL9 ZL9 ZL9 6e€, s66 866 F- 1866t' 886 886 686 686 618 - oS-o0 .r:l-i.-r.. i '-.;ii,: t: IrI - 50 too p* 5.0 .1 .2 .3 .4 .5 .6 .7 .8 .9 6.0 .1 .2 .3 .4 .5 .6 .7 .8 .9 7.O .1 .2 .3 .4 .5 .6 .7 .8 .9 8.0 .l ') .3 .4 .5 .6 .7 .8 .9 9.0 .1 .2 .3 .4 .5 :6 -7 .8 .9 10.0 32 FUNCTI0NS 0F TRANSITI0N FOR k* .oo727 .49987 742 987 756 986 77L 986 785 985 .00800 .49985 814 984 829 984 843 983 858 983 .00872 .49982 887 981 901 981 9t6 980 930 979 .0094s .49979 960 978 974 977 989 976 .01003 976 .01018 .49975 033 974 o47 973 062 973 076 972 .01091 .t+997L 105 970 120 969 L34 969 L49 968 .01163 .49967 178 966 L92 965 207 965 22r 964 .01236 .t+9963 250 962 265 961 279 961 294 960 .01308 .49959 323 958 9s7 337 9s6 352 9s5 366 .01381 .49954 9s3 395 410 952 424 951 439 950 .01453 ,49949 L.T .99924 921 918 9L4 911 .99908 904 901 894 894 .99890 886 882 879 875 .99871 867 863 859 855 .99851 846 842 838 833 .99819 824 819 815 810 .99805 800 795 790 785 .99780 775 770 764 759 .99754 748 742 737 73L .99725 7L9 713 708 702 .99696 .02907 .66693 Ls = 1 S.T L.C .33358 .99966 s.0 359 96s .L 694 96s 963 .2 360 .03023 696 962 .3 36i o82 697 362 961 .4 698 i40 .03198 .66699 .33363 .99959 .5 364 958 .6 256 700 956 .7 365 701 314 367 953 .8 704 430 367 953 .9 704 430 .03488 .66705 .33368 .99951 6.0 369 950 . i 546 706 948 .2 37L 708 604 372 946 .3 709 662 944 .,\ 373 7lO 720 .03778 .66712 .33374 .99943 .5 94t .6 376 7t3 836 939 .7 377 715 894 378 937 .8 716 952 936 .9 380 .040i0 7L7 .04068 .667L9 .33381 .99934 7.0 932 .l 382 L26 720 384 930 .2 L84 722 928 .3 385 2t+2 774 926 .4 725 386 300 .04358 .66727 .33388 .99924 .5 922 .6 389 4L6 728 920 .7 391 730 474 392 918 .8 732 s32 916 .9 733 394 590 .04648 .6673s .33395 .99913 8.0 91i .1 737 706 - 397 909 .2 764 738 399 400 907 .3 740 822 402 904 .4 879 742 .04937 .66744 .33403 .99902 .s 405 900 .6 745 995 407 897 .7 .05053 747 t+09 895 .8 111 749 410 983 .9 L69 751 .05227 .66753 .334L2 .99890 9.0 414 888 .1 285 755 4L6 885 .2 757 342 4L7 883 .3 759 400 t+Lg 880 .4 76L 458 .05516 .66763 .33421 .99878 .5 423 875 .6 574 765 !+25 873 .7 632 767 870 .8 427 769 690 747 77L 128 867 .9 .05E05 .66773 .33430 .99865 I0.0 TABEL Konstruks i Jalan Raya 1 6 T tt ofiog uDlol", ls)rnJlsuoy lggvJ f 'L r I 1 0'EI 6' 8' L. 9' 9' ,. E' Z' I' 0'?r 6' 8' L. 9' E' ,. 6' Z' I' 0'eI 6' 8' L. 9' s' ,. g. Z' I' o'zr 6' 8' L' 9' E' ,' E' Z' I' 0'iI 6' 8' L' 9' E' ,' E' 96966' 00l' t?OL 8OI ZTL 91166' OZL EZL LZL IEL st,L66' 6EL T,tL gTL OSL e9166' LgL t9L TgL 891 rLL66' ;LL gLL ZgL 981 68166' Z6L S6L 661 ZO8 s0866' 808 ZT8 SI8 8I8 17,866' ,7,8 LZg OE8 eg8 98866' 6e8 er? E'8 8?8 IS866' ?98 9E8 C OsU 0'0I E9866' r t98 E9S8E' ?8980' LZ9 695 ZI9 ES? 1.6880' 0?€ Z8Z gZZ 89I 0I I80' es080' s66 886 088 ezSLo' S9L 80r. 0s9 E6E Eg9l.0' 8Lt7 OZ' O6tt 6e8 E9E 88? 9€8 E0t E87€e' ?€899' 8?ZLO' E8' IE8 06i 08? 828 ZCT SLtt 9Zg SLO 9L' CZg LrcLO' eL?Et ' 12899' 95690' TL' 8I8 206 69? 9r8 ,r8 EI8 99t L8L IT8 ,9' 6ZL zgtE|' 90899' rL99o' 09E 908 ,T9 L9' €08 9EE istt ' I08 86, e9, 861 ow Ig?eE' 96199' e8e90' 6t7, t6L EZT L" I6L L9Z ,r, 681 OTZ 7," LgL Z9T jrrEe' ,8199' ?6090' 86? ZgL 98090' 9E? 08r 816 gLL ,87 rt6 gLL ZE, e98 06?et' tLL99' E08E0' I> JI [= iII 80699' osE ?06 L'S 106 ,t9 868 l?9 868 SesEe' 26899' sEg 688 zEs 988 oEE 988 LZi 088 ,zgee' L1899' lz9 tLg 6rs rr8 9rs 898 EiE S98 irEeE' 29899' 80s 6E8 soE 9s8 EOg EE8 009 0s8 86?Ee' 11899' 96' S?8 e6, 7.r8 Lre66' 9886?' 9LtZ0' o'EI gze 888 Z9r 6' EEg 688- Ltr 8' rzfi, 168 EtI L' gge 268 g' 8II 29866' r?686r' TOIZO' E' oLe 968 060 ,' 6Le L68 Sr0 E' I90 18t 868 Z' 96e 006 9ro r' 90166' 1066?' Ze0zo' 0'?I eT? z06 8I0 6' TZt t706 t0020' g' 0e? E06 686 L' 8€? 906 9' 'L6 9t?r66' 8066?' 09610' E' ,9' 606 S?6 t' 7,9, 016 166 e' OL? 116 916 Z' EI6 8L' Z06 I' 96t766' ,T66tt' /88I0' 0'EI ,6? Er6 eLg 6' tog Lr6 8E8 8'. 60s 816 trg L' LTg 6T6 628 9' 92966' lz66t7' EI8I0' E' tt' eES ZZ6 I08 O?E CZ6 981 E' L'S 926 ZLL 7,' ESE 926 LSL I' 29s66' LZ66r' etLt}' 0'zr gZL 695 826 6' tzTL gLE 626 8' ?8E It6 00/ L' r6s zt6 E89 9' 86866' e€,66r' r/9r0' E' s09 ,e6 999 ?' ZI9 Ee6 C,t79 E' 8I9 LE6 LZg Z' EZ9 886 EI9 I' 2t966' 6866t' 86Er0' 0'rI 6e9 0t6 ?88 6' St79 116 695 8' ZS9 Z'6 SSE L' 899 er6 07s 9' s9966' 92911' E' L9 '?66t' 9T?6 I IE ,. LLg 916 L6' e' ,89 Lr6 Z8' Z' 069 816' 89' r' 96966' 6166r' EE?IO' 0'0I T J"I S.I uoc NOIIISNvuJ JO SNOIIONIu xI - *d oSI - o0I 7'5.o - - 200 p* 15 .0 ,-1 .z .4 i .6 .7 .8 o 16.0 .1 ) ? .4 I .6 a R i i 'rt o n .1 1 j 1 .J .6 a a o 18.0 .i nt ./. .6 .7 n o 19.0 .1 .2 2 .4 .5 .6 ,1 .8 .9 20.0 34 L.T kri' .02176 36 190 884 205 883 219 881 234 880 .02248 .49878 262 876 875 27 7 291 873 872 306 .02320 .49870 335 868 349 867 364 865 378 864 .02393 .49862 407 860 422 859 436 857 451 856 .02465 .49854 479 852 494 8_50 508 849 522 847 .02537 .49845 551 843 565 841 579 840 594 838 .02608 ./+9836 622 834 637 832 651 830 666 828 .02680 .t:9827 694 825 709 823 723 82t 738 819 .02752 .4)817 766 815 781 813 795 811 8CI9 810 .a282t+ .49808 838 806 804 853 867 802 882 800 .02896 FLINCTIONS OF TRANSITION FOR .4979t3 .99317 .08684 741 308 799 299 289 8s6 280 913 .99271 .08970 261 .09028 085 252 242 142 233 200 .99223 .09257 273 314 243 371 428 t94 184 485 .99774 .09543 164 600 154 657 7t4 143 77t 133 .99123 .09828 113 885 942 lo2 a92 9gg 081 .10056 .99071 .10113 060 170 050 227 284 .039 029 34t .99018 .i0398 455 007 .98996 572 s69 985 974 626 .98692 .10683 740 951 94A 797 8s4 929 917 910 .98906 .70967 894 .ll1zt+ 081 883 871 138 194 860 .98848 .Lt257 836 308 824 364 421 812 478 800 .98;88 .11535 .66908 L" = L.C S.T .33s53 556 911 914 559 918 561 564 921 .66924 .33567 928 571 574 93i 934 577 s80 938 .66941 .33583 945 586 948 589 952 s93 596 95s .66959 .33599 602 962 966 606 970 609 6t2 973 .66977 .33615 6L9 981 622 984 988 626 629 992 .66995 .33632 999 636 .67003 639 007 643 011 646 .67015 .33650 019 654 023 657 027 661 664 031 .67035 .33668 672 039 675 043 o47 679 051 683 .670ss .33687 690 059 694 063 698 067 072 702 .67076 .33706 709 080 7t3 084 7L7 089 72t 093 .67097 .33725 TABEL Kons 1 .99696 15.0 692 688 683 679 .1 .9967s 671 667 662 a 2 .4 .5 .6 .7 .8 658 .9 .99654 16.0 649 .1 645 .2 .3 641 636 .99632 627 623 618 .5 .6 .7 .8 614 o .99609 17.0 60s .1 500 595 ) 567 .3 .4 .5 .6 ;7 .8 .9 .99552 18.0 557 .1 591 .99586 581 576 572 552 ') 5t+7 .3 542 .99537 .4 s32 .6 527 .7 522 .8 q 517 q .99512 19.0 507 .1., 5iA2 b65 .3 .4 .5 .6 .7 .8 .9 .99460 20.o 497 491 .994f36 1+8L LV6 470 truksi Jalan Raga . ofiog 9t o'sz 6' 8' L' 9' E' t' E' z' r' 19166' e9r OLT LLl ggl 06166' 96r EOZ 602 gu 0'tz' zzz66' 6' 6ZZ 8' SeZ L' Z?Z 9' 8?Z 9' ?s266' +7' l9Z E' LgZ Z' ELZ I' 6LZ o'ez 98266' 6' Z6Z 8' g6Z L' ?0e 9' OIE s' 91666' ?. ZZC e' gzt, Z' TEE I' O?E o'zz 91866' 6' ZSe 8' 8E6 L' 9' '9t, OLe E' 9Le66' I8e t' e' L8€, Z' E6C T' 668 o'lz ,0166' 6' 0T? 8' 9T' L. TZ' 9' - LZt s' ze%6' t' 8E? E' E'T Z' 6t?t r tgt 0'02 09166' c"I ' ,rt,Lg' 8?erT' e ilg6' ,g96tt' I IggO' O'92 9t?6 6€e Z6Z BZI Lg9 169 6. gez eer 0?6 ur 689 E8S 8. Ee6 eze o8I LiI Z69 89S LZZE T?ZT ZLT, ,69 0€6 TSs 9. sz6te' Lrtlg' 890?r' /8186' 1696t. O?EE0- E. IIE 0Z6 ZTO'T' ZOZ 669 929 ,' Er6 90e 196 9TZ ZOL US e' IOE 106 016 rcZ ,OL L6? 7,' 962 S?8 Stz 906 LoL r' E8? r06Eg' 06z19' 68/tI' 09Z86' 6AL6r' 69VeO' O'tZ S8Z eEL tLZ. 968 rlr 9S? 6' 168 082 LLg 882 ,TL Or' 8' TLZ TZ9 ZOE 9IL 988 9Z? L' gre 288 692 ?99 g. 6TL rr? LLSEB' ?gZLg' 80sgr leE86', rZL6r' L6eeO. E. zLg 697. Zgt Stt. tzL t8e ?898 96e 6Ee gZL 69€ e. jte 'sZ 898 8rZ ile lZL ,9e zC?Z ?82 8E8 r8E TCL Ot/E I' ?s8ee' 8ezl9' Szztr 10?86' eEL6r. gzeeo- o.ez eez 6t78 ZLT tgiT EEL ZtE 6. t7t8 gzt 827. EIT 8e L L6Z 8. tzz 0?8 6E0 zrt o?L egz L. gsg8 8IZ Z00EI' 99t t?L 897. I€8gE' IIZL9' 9?6ZI' 691786' SrL6t' ,SZ1O. S. 928 802 068 Z?t LrL O?Z tzz8 ?oz ,e8 96t 6tL 9ZZ e8I8 661 LLL 6OE TiL ITZ Z' EI8 16I TZL T,Z9 T,SL L6I I' 608e8' 68119' 9992r' 9eE86' 9sL6t' e8rt0' o.zz ?8T 609 ?08 6179 LSL 691 6' 299 08I 299 008 691 t'T 8' '96r ;LI SL; 961 ZgL 0?I L' 0/r 6tt 88S tgL I6L SZT 9' LSLtt' s9119' e8eZI' T0986' 9916r' riIEo' E' 191 LZe egL 891 160 OLZ LZg 99 i 'I9 6LL OLL E8O ''E' IEI ITZ 689 I,LL ,LL 890 Z' LgI LIT 299 OLL SLL ?EO I' I0IZI' E9986' LLL6?' 0?080' 0'IZ 99LtE' Zrrlg' - +7'OZI' LCT ELg 6LL ZgL 6' 9ZO gSL 886 tEI 069 I8r Ir0E0' 8' iE6 8zr esl eor egl 166 L' glL ,7,T 818 6t7L S8/ 286 9' srLee' 6T119' 8I8II' 87.186' L8L6t7' 89620' E' EII IgL lttL OrL 681 ,56 ,'. III SOL Z;L LEL I6L E' 686 eel 90T 8r9 tgL ?61 926 Z' ZOI 165 gLL 6ZL I' 961 016 szLet' 16019' sEgII' 88186' 86167' 968Z0' 0'02 0g6ee I'S I''I I = S.I uoJ NOITISNVuI III -' --- uolof ts)rnrtsuol[ .I4EIVJ I *>l Jo SNoI.IJNiu - *d oSZ - oOZ tn i III 250 - - 300 L.T k* P* 25.0 .1 "2 .3 .4 .5 .6 .7 .8 .9 26.O .I .2 .3 .t+ .5 .6 .7 .8 .9 27.O .1 .2 .3 .4 .5 .6 .7 ' .8 .9 28.0 .1 .2 .3 .4 .5 .6 .7 .8 .9 29.O .1 .2 .3 .4 .5 .6 .7 .8 .9 30.0 FUNCTI0NS 0F TRANSITI0N FOR .03611 625 640 654 .49684 .98113 307 681 679 676 67t+ .4967L .98037 668 022 666 007 663 .97991 661 976 .49658 .97960 945 6s6 929 653 913 651 648 898 .49646 .97882 643 866 640 850 834 638 818 635 .49632 .97802 629 786 770 626 62t+ 753 62L 737 .49618 .97721 704 615 688 613 610 .671 655 608 .97638 .4960s -' 62L 602 604 s99 588 s96 57t 593 ' .49590 .97554 537 587 520 584 582 503 486 579 ./+9576 .97469 452 573 434 570 4L7 567 399 564 .4956t .97382 364 558 346 555 329 552 549 311 .04321 .97293 669 .03683 697 7ll 725 739 .03753 767 782 796 811 .03825 839 853 868 882. .03896 910 924 939 953 .03967 981 995 .04009 023 .04037 051 065 080 094 .04108 L22 136 151 165 .04L79 193 207 222 236 .04250 264 278 293 .49546 098 083 068 053 .14348 .6734/1 t+O4 350 459 35s 361 s15 57L 366 .t4627 .67372 682 378 738 383 794 389 849 395 .i4905 .67400 4A6 961 .15016 412 072 418 128 124 .15183 .67430 435 239 294 44L 350 /+47 405 453 .L5461 .67459 465 516 571 47L 627 477 682 483 . i5738 .67490 496 793 502 848 508 903 959 514 .16014 .675?0 527 069 124 533 180 s39 235 5t+6 .16290 .675s2 345 558 565 400 455 571 578 510 .16565 .67584 620 591 675 597 604 730 785 610 .16840 .676L7 623 895 630 9s0 .17005 637 643 060 .l7LI4 .67650 L, = I S.T L.C .33950 .99rs7 25.0 150 .i 955 143 -.2 960 965 136 .3 970 129 .4 .33975 .99123 .5 116 .6 981 109 .7 986 i02 .8 991 996 09s .9 .34001 .99088 ?6.O 007 081 .i 07t+ .2 Ol2 067 .3 017 023 060 .4 .34028 .99053 .5 046 .6 033 039 038 .7 044 031 .8 o49 024 .9 .34055 .99017 27.0 060 009 .1 066 002 .2 071 .98995 .3 077 987 .4 .34083 .98980 .5 973 .6 088 094 96s .7 099 9s8 .8 105 950 .9 .34111 .98943 28.0 116 93s . I 928 .2 r?2 128 920 .3 L3t+ 913 .4 .34139 .98905 .5 145 897 .6 151 890 .7 157 882 .8 874 .9 i63 .34169 .98866 29.0 165 859 .1 85r .2 u1 177 843 .3 193 835 .4 .34199 .98827 .5 205 819 .6 811 .7 zlt 803 .8 2t7 79s .9 u3 .34229 .98787 30.0 TABDL Konstruks i Jalan Raga I ofiog uollof ls)rnrlsuoy .IggVJ 0'Ee ISEg6' 6' 8' r9€ 019 L. 6L€, g' 68e E' 86886' ,' LOt E' 9t, Z' szrT o'?e ,r?186' 6' g' L' 9' e9, Z9' r' s' ,'g' 9e' IL' 08? 68?86' 86' 109 ?. L 9is T' 929 0'ge ?€s86' Z'S o 8' L. 9' IEE 098 695 E' LL9g6' 6' 98E s6E Z. t09 ,' r' z19 o'ze T2986' o 8' 629 889 L. 9?9 E. 89986' L Z' 089 889 O'IE E0186' 9' ,' I' EE9 ZL9 169 6' 8' €,TL Z,ZL L. oeL 9' 8tL E' 91186' ?' 991 c E9L z' i' 0'0e TLL 6LL 18186' 8l0gg' 9zg6T' zEeg6' 9gg6?. ez0s0. 0.89, 0I0 z,LL gSE 88e 600s0. 6. ISE g. 7,0[,89' gT.L e LE 16€ 966 ?TS ?66 S99 *t6E S6E 186 L. 9EE g' L86 II9 ,tt? 86g L96 62,9'E' 6L6L9' LS96I' Sttg6' 10?6r' Eg6ro. 's. ZZS lL6 ?0S 95, SOIT 6e6 ,' sIs g996 09? 9L' 80? 926 808 s96 96e 96' Zr? 116 z. 00s L?6 ZrTe 9IE ST? L6g I. e6we' 6e6L9' 8826I ' 9eS9t6' 6Tr6tt' gBB?0' O'rE 987 zE6 9ss zz, 698 6ttz6 ,ez gLE gZ, 6+' I8I SSB B. ZL? 916 LZT S6E 6Z? I?8 L' s9, 606 eLo "Er9 g. Ze? LZl 89rr€,' 10619' 6106r' se996' 9er6r. EI8?0. E. tt68 996 EE9 IS? ge, 661 ,-. ?t+7 988 I 16 ?Lg zt?, 98L e 8E' 818 1E8 ,69 9r, TLL Zte, IT8 gO8 T,IL 6'? LSL I' ,zwe' e9849' 8?L8T' eel96' Z916r' e?Lro- . 0.96 LTIT (,91 9S? 6ZL 9E8 t69 6OI? gTL 6t8 0t9 zLL 69' 8. EOt I?8 98S t6L Zgt? IOt LL6€, ?€8 ZES rr8 g. 99, L}g 068?e' 9ZgL9' 8L?8T ' 09896' 69i76r' e LWO. E. g8E 618 t?ZT 6rg ZL, 6Eg ,. 9Lt, zr8 69e 898 SL' Srg E. oLt ?08 EI€ 1,88 8L' 0€9 z. e96 L6L O9Z LO6 18? 9I9 I'' gSE'E' g0Z8I' 061L9' 92696. ?8?6r. zogto. 0.zE 0Ee E8f ZST t7t6 Lg, 6. ere 9LL L6O 896 O6tt B8E ,LS B. LEC 891 g?08I' t9696' t76, 09S L0Eg tgL 886 gI00 L6tt - g?g t|slLg' ?zere' OZOL6. 0CiS6? tEgro. E. LTC LtL 'e6LT' 618 8t0 609 8rE ,. jttl IIE SZg LSO 9OS ?0S g. ?09 ee L OLL S10 org 06, 2,. 862 Z6Z'E' 6ILL9' r99Lr ZLTL6. 9196?- zg?ro- 0.rg 982 ZIL LOq .08 t g?17 6. 6IE 6LZ so/ 299 8?I ZZS ?e? . .8. ELZ 869 867 LgT SZS 6Tl L. g8r 992, gz9 169 E , got? g. ogztt' ,8919' 88err egzL6. rEE6?- r6E?O ,SZ LLg 6EE TZZ ,€,9 LLC ,'. 8,72 oLg 6LZ 6tz Le; e9E e T'Z ,99 ,zz LSZ 0?S 6re z. sez 199 69T SLE C?9 EEE I' 6tz?e' 0s919' ?rtLT' E6ZL6. 9rs6r. IZe?o. 0.08 s9s?g' 85S . I'S 3'T I= III S.I I"I ]\ uoJ NoIJISNvuI JO SN0IIDNIu x>[ *d eSe - 608 III - ,ro - ooo 0F TRANSITI0N L.T k{- p{35 FUNCTIONS . .19826 FOR L" = L.C S.T .68018 a26 1 .34565 .98351 .0 .05023 t385 .96332 "1 I 037 051 381 311 378 29t 2 06s 079 374 371 270 250 .20040 051 q .05093 .49367 .96229 .20094 .680s9 .6 107 121 135 363 360 356 353 208 147 o67 610 39s L87 201 254 075 617 285 083 625 i45 307 .49349 .2036L 092 .68100 632 .96t24 .34640 345 342 103 414 467 108 116 655 .7 .8 o 36.0 149 .051 63 17 .1 ) r- 191 2 ?04 .4 .5 .6 218 .05232 246 260 1 t66 081 879 933 987 35.0 342 .1 593 333 323 314 .34602 .98304 276 .2 .3 .4 .5 .6 .7 .8 266 .98257 36.0 034 573 580 M2 587 '647 663 247 237 227 o .1 1 .3 .4 338 335 .49331 327 060 038 .96017 52r 125 574 .2A627 133 670 .68141 .34678 .95996 680 150 .198 .6 324 320 974 734 188 .7 953 787 840 158' 1('7 0s0 693 701 t79 .8 273 o 287 37.0 .05301 3t7 .493i3 .1 315 329 309 306 343 302 93i .95910 888 .20893 946 999 218 .98208 .5.. 775 .68184 709 169 .8 .9 .347t7 .981s9 37.O 192 201 725 732 t49 .1 r39 2to L29 ., 357 299 .05371 .4929s 291 o 385 399 413 427 38.0 .05441 .49276 ':966 844 822 .95800 778 756 734 712 .9s690 .1 455 469 272 668 268 264 260 645 623 601 634 306 ,05510 524 .492s6 .9s578 .2L686 252 556 739 .68315 324 538 249 245 )JJ 792 511 844 2t2 488 897 351 870 967 o .68360 .34878 .97956 39.0 886 946 89s 935" 903 .t .5 .6 .7 .8 \.2 482 496 .4 .) ' .6 .7 .8 .9 551 565 " 287 284 280 .) 105 2L8 740 748 .21 I 58 .68227 .34755 .98109 236 764 .5 .6 .7 .8 .9 .2L052 2tt 119 '.4 .J 264 244 772 317 253 370 262 780 788 099 089 079 069 .27423 .68271 .34796 .980s9 38.0 475 528 279 288 804 .1 581 297 820 829 o49 038 028 018 .34837 .98008 .979i97 333 845 853 342 861 977 8L2 987 , .3 .4 .5 .6 ;7 .8 39.0 .05579 .49238 .95466 .1' 593 234 230 443 .2L949 .22002 420 054 226 222 397 107 369 379 388 159 397 911 925 914 .222L2 264 .68406 .34920 .97904 928 893 883 .6 .2 6A7 2 620 634 .05648 662 .4 .5 .6 .7 .8 .9 40.0 . 676 2LA 374 .95351 328 30s 690 247 28r 369 415 424 434 203 258 42t .49L99 .95235 .ZZ,t*lZ .7U .05718 .49218 214 316 937 .1 -.2 .3 .4 .5 -7 872 .8 443 94s 954 861 .68452 .34962 .97851 .9 40.0 TABEL Konstruksi Jalan Raga' ofro1g 0'E? 6' 8' L' 9' s' t' E' z' 98216' L6Z 60[ L' 9' s' ?' g' Z' I' Eg6 E6E ,26 Eee s8e s/eEt' ,T6 sre L6' Lse 89e 08e E9E 95e 9?t I/8 9Ee 098 LZeSt' 0s889' LI€, 6e8 LOe 67,8 862 882 6LZ,9t' o9z 8I8 a9z L8L LLL L9L OSZ I'Z 808 86/89' 991 , ZCZSE' 9t189' I6s ZZZ erz S9S ,OZ ?67 91916' /8S 9LT 669 L9r E89 SL9 OI9 89I 8?I s99 ggE IZ9 8' 9S9 L' 999 9' LLg 9' 889/6' ?' 669 , E' }tL Z' IZL I' ZEL O'I? E,LL6' 6' ?sL 8' ggl SLL 9' 981 g' L6LL6' ?' g0g t' 619 Z' 628 r' 0?g 0'0? Isg/6' 3"I 9eL 9ZL 9IL sSISs' 901 86989' EE9 6erst' E7989' 0er sE9 TZT 929 919 ZIT g0I 909 ?60Ee' 96E89' E80 98E LLS 9LA 190 /oc 8S0 L9S 6rose' LtE89' I?O 8es 829 zeo ezo ?IO 900E8' 00E89' 166 166 086 'o6t I8? tL6 Z9+l z96rt' T'S I= a+- 60689' 268 288 Zr9 O'Zrt Zt9L6' 6' tre III 1E689' 9t6 s0? tzt I' Z6C o'?? to?16' 6' EI? 8' LZI L' 8E? 9' 0s? S' Z9+tL6' ,'eL? E' Sg? z' 96, r' 80s 0'e? frsl6' 6' 8' tztqe' 9rt S'I 6IE 608 o6, zEt89' uala4 ls{nrlsuoy TawJ 6?0SZ' 800?6' .0668?' E0?90. o.s, 866 iEo ,66 68e 6. ' g. L1z6 lEO 8669?' gLt 968 280 e00 zge L.9t8 80I r00 6rt 996LrZ' ,ew6' T106?' EgE90. E. trL 091 EIO TZC T' t69 E8r 610 80t rZ'9 IIZ ?20 tt6z Z' i6g 9e7, 820 I8Z I. jrstz' z9z16' zEo6t' 19290' o.r, 68V LgZ 9e0 egz 6' 8* Ztt I?0 6ez 8. r8e Lee s?o 9ZZ L. EET g9E 0E0 zr7. ,8ZrZ' 88e?6' ,so6?' 86190' 9E. €ez clt 8S0 ?8I ?. Z8T 8E? 290 tn e. oel tgt LgO L9T Z' 6LO 88? TLO Til I' 8z0rz' elg?6' 9L06t?' 08190' O'E, 916 86E 6LO 9I I 6SZ6 Z9S ?80 zoi 8. ,18 189 880 680 L. ZZ8 ZT9 [60 910 9. rLLeZ.' 9e9?6' L6A6r' 19090' s. 6rL r99 IOI L'O ?. 199 E89 sol ?80 e. 919 }tL OII OZO Z' ?99 ,eL ?rr /0090' r. erEEZ' 6SLr6' 8r16?' 866E0' o.z? T9, EgL ZZI 616 6' 60? /08 921 s96 8. 8EE ZEg OeI 296 L90e 9E8 ,ET 886 9' ?szez' '?06 088?6' 8E16?' tz6s0' s. zoz Z?T 016 ,. osl 826 9rr 968 e' 860 296 IET T88 Z' groez' 916t6' ESr 698 r. ,6622' 000E6' 6Ei6?' ss8s0' 0- r? Z'6 CZO t9i I?8 6. 068 Lro Lgt LZ? 8. 8e8 IZ0 ILI ?I8 L' glr 981 ?60 008 9. ,CLZZ' 8IIS6' 6LT6t' 98rE0. E. 289 I?I E8I ZLL ,' 0e9 s9r Z8I 6SL E' 8/E 88I 16I STL Z' 929 ZIZ s6I ZeL r. eLr?ZZ' SeZ96' 66T6i' 8IrE0' 0.0? _ . J"I uOJ NoIJISNvet JO SNoIJJNTu x>{ - *d oS? - o0? r I I 3.3. Contoh perhitunean Contoh perhltungan berikut diannbil berdasarkan rumus-rumus yang diberikan dalam ttPengantar Teknik Jalan Raya Bag. III" serta tabel-tabel AASHO dan Joseph Barnett. Contoh I : Diketahui : Suatu tikungan pada jalan raya (rural kelas IIB dengan ketentuan-ketentuan : A = 15030r0O'r Lebar jalur jalan = 7 .00 m Klasifikasi medan = datar Radius Yang diambil= 400 m Ditanvakan: : ff:3;:;":il"::i:;"3?" Perhitungan kurva data : : 40 TABEL Konstruksi Jalan Raga ofio1g uallo1' ls)rnrlsuoy .I4WJ 6t 0's? 982L6' o L6Z 8' 608 L' 9' rzt €Ee E' sttL6' E' 89e 08e z6e t' 7. a. ?ztge' 1s689' gr? 916 EO? EC6 S6e rrz6 s8e 'rc EIEEC' 60689' EgE 268 99e 288 TL? 9'T 9ee 098 LZeEe' OS889' Lre 6[8 LOt, - 628 862 8I8 882 808 6LZse' 86/89' O9Z LaL O9Z LLL OSZ LgL T'Z 991 ZT,ZSE' 9'189' ZZZ ' gEL ETZ gZL g|t toz' ?6T gOL ESISC' E6989' 9LT E89 LgT 919 8gr s99 8?I 959 6ErSt' 51989' 0e1 se9 IZT 929 LSe I' 0'r? ,o?16' 6' 8' L' 9' s' +Z' [' 9T? LZ? 8e? os? zgtL6' T,L' E8? Z' 96r 0't? 80s 6LSL6' I' o 8' L' 9' s' rl' res Z'S s9E E9E 9LSL6' r8s E' 669 L 0r9 0'zt ze9L6' I' 6' 8' TZ9 e?9 ES9 L. 999 9' LL9 s' t' ,g' ,L 889/6' 669 0Il. IZL I' 0'I? E,LL6' o ?91 ZEL 8' 991 L. 9LL g' I ?, E. I. 0'o? 981 L6LL6' 808 618 628 0?8 €zo ?I0 6rE 900Ee' 166 166 086 TL6 296?e' ISgl6' I'S I € 9T9 909 ?608e' 96S89' E80 98E gLO LLg 190 199 8S0 199 '6?0sE' L?589' I?O 8CE zto 829 3"I III zrt Eor = S.I 60s 00E89' 06t 06? I8? Z9T 29189' 6to9z' 866 .0668?' €0?90' 0's, ,66 68e 6' 1176 LSO 8668t' 9Lt, 8' 968 280 t00 zge L' 9t8 80I r00 6re 9' 96LrZ' 1106?' See90' s' 'eW6' ?,1 O9I EIO TZC T' e69 E8r 6i0 80e e' ZI79 ITZ ,ZO T6Z Z' 169 9e7. 8ZO I8Z I' O?SIIZ' Z9Z16' ZEO6?' 19290' 0't7t 68t LgZ 9e0 egz 6' 8E? Zrc r?0 6ez 8' LgC LEC 9tz0 9ZZ L' Eee g9E 0s0 zTZ 9' tSzrz' 888?6' t906r' 86190' E' €EZ EI' 8S0 ?8I ,' Z8T 8E? 290 tLT e' oer egt LgO LSI Z' 'Il0 6LO 88? ltTI I' EZOVZ' eIS?6'. 9LO6r?' 08190' 0'E? 916 8eE 6LO 9rI 6' 926 299 ?80 z0I 8' tlg 189 880 680 L' ZZ8 ZT9 e60 sro 9' rLLez' 9e9?6' L606t' Ig0g0' E' r99 6rL IOI L'O T' 199 E89 sol tio e' 919 OIZ 0rI 020 z' ,9E ?rI 10090' r' 6rEez' 'TL 691t6' 8ii6?' 666S0' o'zt T9' 68/ ZZT 616 6' 60, 208 9Zr S96 8' 8Ee Ze8 oEI 296 L' 90e 9E8 ,Er 8t6 9' tszez' 088?6' 8E16?' ?269A' S' ZOZ z?r 016 ,' gtzl osr 'A6 826 968 e' IEI 860 296 888 Z' giotz' 916t76' EEI 698 I' ?6622' 000E6' "t9r 6S16?' sE8S0' 0'r? z16 ezo r?8 6' 068 Ltj LgT LZg 8' 8e8 rLO ILT ?I8 L' gzt i60 981 008 9' ,TLZZ' 8IIE6' 6lr6t' 981E0' E' 289 I?I E8I ZLL ,' 089 S9r /8I 6SL e' 8rg 88r 161 gTL Z' 9ZS 7,TZ E6I ZEL I' EL?ZZ' E00?6 reO 9tZS6' T"I uo{ NoIIIsNvuJ JO *I SNoITSI,Uu - *d oS? - o0? 3.3.' Contoh qerhi.P.Pnean Contoh perhitirngan berikut diambil berdasarkan rumus-rumus yang diberikan dalam t'Pengantar Teknik Jalan RPy. Bag, III" serta tabel-tabel AASHO dan Joseph Barnett. Contoh ,1 : Diketahui : Suatu tikungan pada tuan-ketentuan jalan taya (rural kelas IIB dengan keten- : A = 15030'00" Lebar jalur jalan = 7 -00 m Klasifikasi medan '= datar Radius Yang diambil= 400 Ditanyakan: m - Perhitungan kurva data - Diagran suPerelevasi Perhitungan kurva data : TABEL Konstruksi Jalqn Raga ofro,, u,r,r Is{nrrsu@ soc V c,/T soc tr990'rt= o0?- logl'D 3=6t'T6dt=f,- -ft-*;= u ?gv'?g = s66'62, + (osL,t) gr . (gle,o + 00?) = s {+ VfEt(d+U)=rI u.g8I'g9I = Bgl'grt + 09 x Z = \+ S.I Z = .-- \ u 88l'grt = (o0ilJt z T O9E A u ^l,z * fr:= h E E66'62 = T666r.0 x 0g = { rtr gLg'o = gzgw,o x 0g = d ( 1666r'0 =)I*' 099 xgffi= urOg=ST segoo'o ={d 906'9 = oL6Z"7 xz - og.Er = so z oL6z'tt= OO=ffi-gz= 'x'o epe - v = ?y ffi*= So tuef ST lp"f u Ig'66 = 6a' L€, - ,'oL = ,l'O 890'0 x 0g LZL,Z 3 ,+. t'{'A LLL ( ?'0'00? JToEf' ' zzo'o = z,zo'o = 'C'u E^ urusT : BTnuroJ uor.ls peTl:fpou depeq-ra1 51 e8req es{Tred (ualtelnqrp) u 09 (-u E.?s = lJ E9I = s1 990'0= e: ue{lgdepl( .O .xeru e {nlun OHSVV faqet l"er{T.I 0f = I{dur 0E = urefTunl 0g = A- ,98o6=or8s.€=,;%r=( u ffi)= ut00?= D.I o u + 7. = 1 ue8un411 uel8eq Eue[ue6 SC-CS 8un>1tua1 SuBCued = JT = uereltutl uel8eq Euefue4 IS-S3 tun48ual EueIued = ST OS_SJ 8un4tua1 tuefued = "T = 1e:1ds tuefue4 Delebaran tikupqan III 12 untuk Lebar D= w= Lihat 42 : ., v = 80 km/jam = 50 mph ) jalur = 7 ,00 m cn 22 ft I -----j 3,5810 1r5 ft =45cm Gambar pada halaman 'TABEL berikutnya. Konstruksi Jatan Raya t i I t7 ofio1g uala4 ;i\u 3tl: t9 r> 3 ,t t D - E - - -{-l 11g1gq; -.-'= f, E i!6l I -.-1.- ' lslnrlsuol{. F c F ta c ! t! , ,/r ? d g trl FI i) D o *.. t; ,Jn o t s I f, z o b e Fi IEi ? lE Ir rt! hz >o i i lo_ lo l5 t; lo ,/l t t , I o b o mJ '{ 9 a 3 I .o It t 6 I _o l, Or rO rtrD-95$r* rI lorrllllrtttIe rf :E?,eeig? 3 s 3t r - I I {co D T ll C 6o o E. S' F 8 }I ;--1 ! -r D o'l slln ,- t r It ? ! Contoh ff Soal pada contoh I, Radiusnya diubah menjadiR=1200m. Perhitungan-perhi.tungan akan menjadi sbb. : 6=l9o7o'cl I (ror-r. crRcLE) I I I x 27f R=15,5 xzff x1200=324,467m 360 A Tr = R tg * = 12oo tg (7,750) = 163,313 R -ft= 1200 E = 1200 = 11,062 m LaA v 360 m Cos *A Cos (7 ,75o) Superelevasi ! ---) D -L432,4 = 1L432.4 y = L,Lg4o = 1o12r 1200 R Table III - 9 e = 0,027 (tabel III - 12) Pelebaran tikungan = 0.597 f t + = Ie cm (abaikan) Diagram supereleva.si : Untuk dapat menggambarkan pencapaian kemiringan dari lereng normal ke kemiring 'an penuh, berhubung kita t.idak mempunyai lengkung transisi maka harus kita hi tung dulu lengkung-transisi fiktif, yang kita beri notasi L$. Sesuai dengan na manya yang ttfiktifttr' lengkung t,ransisi tersebut sebetulnya tidak ada. Tapi kdrena adanya keperluan untuk-pencapaian kemlringan dari normal crown ke ful1 superelevation, maka bagian lurus sepanjang 3/4 t& plus bagian lingkaransepanjang l/4 L! kita pergunakan sebagai lengkung peralihan fiktif. tepi perkeras6n'- tl:xx.,'i ss'ilrH,'il:;:'*:1"1"::i:,1;'::l:"il11':'Hr"tara ^(daftar II, standard perencanaan geometrik). 44 ' TABEL Konstruks i Jats.n Raya ofio1g ulollo? ls)rnrTsuoy ilgwJ - .,:l::; Ji j;;. Jl ,;:;ffii :1,:31':ii]iji",:i, H i;3":,fi lj, Ti pueln {T1T1-rr1r1 epedfil",udiior" ;1ue1d1 uetpnrua; Joruou eped u'rsrrnfTp ttt requeE 0s clelr upp se:lpar >1e-ra8raq'["ii6r" alguy euecuSr .r^[ ue{rnfunuau (+) Epuef ueue{ qeTeqas Stepas 6y ue>1>lnfunuaru <*i-rirra Trr{ qereqas ol3uy '000+0 uoTfels rotuou ueSueplaford TBAB rTtrt Trep rernuTp Eu1uo11e1g duTuollefs .t e }GO'O - \ --a_ i-;-=-- 1 f- -: -.- -_ t 3 D Go.o I I ooz rr , , : . qqs lpeCuau rsplaf e-radns ruer8elq u oo'o? = FT rTqus ru 6.Ze = fr -q lrr E?gI'o = sr760.0 + LO,O. ,=q ALYNM,IEN VERTIKAL LENGKUNG VERTIKAL : * cmqguNc A.Lv E J-lv- 800 Y= :; S(Lv T_ Ly- - .c ,rl(frt*fi)' Lv=,1! >-- hl = tinggi hZ = tinggi ;S)Lv A mata Pengemudi' halangan' Untuk lengkung vertikal cembung A*2 200 Lv 5 = jarak Pandangan Untuf jarak Pandangan henti : h1 = 1'25 n hZ ,= 0,10 m Untuk jarak Pandangan nenYiaP h1 = 1'25 m h2 = L'25 m : 1. Syarat keamanan ; berdasarkan : jarak Pandangan henti (S ( L atau S >L) + Pakai grafik IlI halaman 20 PPGJR. - jarak Pandangan menYiaP -+ Pakai grafik IV halaman 21 PPGJR. 2. Keluwesan bentuk : Lv = 0'6 v (m)' dimana v = kecep. rencana (kru/iam) ' 3. Syarat drainage : Lv=40A paling ideal diambil Lv /an$ t'erpanjang' TABEL Konstruksi JaLaft Raga I i I l ofi.og uulof ls{nrtsuoy TAWJ 'TE{TfJaA ueseqeQa>l = J rrprmBrrrg Hvrrtvg I0 NVSVINIT v0vd -ONmtgD TV){IJ,U[A DNmCNf,T .Euefued:af Euef ^T (z) TTqrue TpapT tu11ed I Tepuef Trep :eqe[1ri upepeqrad = '(*[/*rt) '(rapTru euecua: ue].eda3ol - V V 0? = : ateute:p le:efg ., Lgr0=^T A {nlueq uesoAnre4 le:ei(5 I'0 = e . € eruurnrun) rrqulerp ' zlap fw E'O >. B TeladT:fuas [etedec:ed = e 'ur9dd zz nT ueureTeq A {TJefg : Eun>1ao B OOEI = ^'I : ueusueduel 1e:efg .Z ueueueal 1e:efg . f fe{T1ra^ Eun>iBua1 {nfull eT v STffdET-SZ=^'l S E.g + OEI p;__=nT nT (s ^T>s : cNo)s3 * T Lrv-LA -r( S)Lv 27OO S(L, grafik VI halaman 23 pandangan henti) ' jarak memenuhi Syarat keamanan berdasarkan Perumusan di atas diasumsikan bahwa PPV teDat berada di bawah bebasan vertikal C = l+ 15 meter Untuk ini L, dapat dicari dengan memakai PPGJR. (masih- bangunan : ke- LENGKUNG VERTIKAL Contoh soal 6(+t7,5o) STot:4+7Oo .FE_ trA ns . SO PLV slt 4+?@ t@,n V = 60 km/jam zoo.t , Hitung : Elevasi & station PLV ; PTV S(L , S dan Q jika diketahui Perbanding an SQ:Q-PTV = 1:2 Penyelesaian grade A i - grade PPV : PPV x100 o, /o 4,5 37'5-: 30'5 ;a 100 of * 3,5 7.. o. =35-30,50 ol loo % e tutun. m - B 82 = /o 200 [= ler -ezl = l-4,5-3,5 1 =87o. l.Syarat keamanan : grafik V halaman 22 PPGJR S<L didapat Lv = 120-m I I TABEL I {. li t. l' .+.+- Konstruksi Jatan Raga ofio11 ualaf ls)rnrtsuoy ruAVl = zct. u, eE.o (oal)ooq = zr. "l . iJd goa TreP u, 0? - r nBfB i g 'lu 09 = AId e- Z:I=lJd-b:bSx '099*?= n'If *(ooE+il ='AJ,d g,ZE vrs = T,Z + E'oE = (og) z9't + S'06 = (n: i)ZB + Add.Aefo = Atrd.aeTf, * 00s+? S VIS u g/'IE = Z'I- + ErgE=ng+Add.^aTe S'^aTf, * '0r, + ?=o'If-(oos+?) z'tt=L'z+E'oE = (ffi.) "i.g', + os.o6 = (nr+)IE + ,lcid'Aofe = ATd BlS 7, .w oz, 008 I = ar€*' =- F-= "T'v A'Id .AerE x A7 g 00i = A<id --- 1 1e:e[ u gZZ = 't.j ,rit[ 'ru 0ZI = A'I 1B}pd1p '(ueueulea:1 te:eis rqnuauau edueq) etes u 0ZI = n'I re4edrp uexp eIuln>ir:aq Eunl8uai ue8uap de1:e.ro e{T[ ! delrano Tepla .:eBe eiuln>:r:eq Eun48uai eiuepe uelTleq:adTp n1:ed .u ueltqrue8ued S;Z = 'lu -rne<irueiau.; tx g'UII = n: i ^.I 4e:ef) u 00e ( g - t' >1e:ef E oZC = nT {ntun puerBl rrr SiZ t/1 ur g. lZZ, = ^.1 ,rqrst"trl euete{ Tqnuaueu! {BpTt) u g7e = (S)Ol = y 0? = ^,I : ateule:q ., .tr 9t = (Og)9.0 =,1 9.0 = ^.I {nfueq uBsaAnTeX.E . dutes :equet leqTT ;Euf '(de1-rano eu -eral e8n[ rqnuaueu Wp]1) ur E,\Z,Z 'giap7'r:rI'o=e (t.O) = ffi 'OEI = ffi=^.I:ueusupr(uaq1e:efg.Z E1ev.Q = = Staa= l (e1ev.PTV-g2'4A) +Y * 0,53 = 31,'73 m (32,6 - 3,57".40) * 0,53 = ",? c-a PTV - 40 m = (4 + 560) - 40 = 4 + 520 ----o0o---- - fenDt Konst,:uksi Jalan Raga I DfibU uolDf ls)rnrrsuoy T4WJ HV/SV8tO NvsvrNt'l Yovd 9Nnr33 -tVXtrH3n gNnxgN3l gNVrNVd ( tvoN\/.t h tr I tYorrrvr 'tn )tJvug NV\rOtEU:ld uvgyrty uvsvrtv rvvoe8Sild ! oor f 6 €rf;z Gl t c a o'1 : 3 tIl - -{ ftl osr 3 ; .ut ul E 0 3 Y 40o (, zIU i, 1 f 3oo i;irYytYffie1011 PEH,3EOAAN ALJAEAR LANDAT (,T) GRAFIKIII.PANJANGLENGXUNGVERTIKALCEMBUNG TABEL Konstruksi Jal"an Raga 9Nn)3C ]v)uurn (% 9Nn)9N31 9NVrNVd ) tvoNv't uvSvr-tv NVVO38U3d .n )|JVU9 68[9sbt ost T 2 (- o8r e ooz r 2 o x ozz , o otz < m { wz! '*l roo I-t -!/ I 'o l a to0 o. trl F l! 3 ,o0 (, ,t z l a00 (, z to0 t{ ) o z Z c aoo 300 PERBEOAAN AL.IABAR z1 rEO a !!n o! Et") T," /i fi l- / v 3 rlo t: ;j J( t) ,t/ J t.', Eard.tarltn lar.I pand.tlttn rnanyl.P t'-i ro])] .3O / PEnEuItX-nsiurul |rl GRAFIK IV. PANJANG LENGKUTTIG VERTIKAL CEMBUNG ( I,NTUX JALAN RAYA DUA JALUB }. 'TABEL Konstruksi Jatan RaYa i t t_