perhitungan vertikal kawit

blanko jenis medan 1ELEVASI MELALUI TITIK RENCANANOJARAKELEVASIBEDAKEMIRINGANJENISPOTONGANMELINTANGKANANKIRITENGAHTINGGI(%)MEDAN1234567891011121314151617NOJARAKELEVASIBEDAKEMIRINGANJENISPOTONGANMELINTANGKANANKIRITENGAHTINGGI(%)MEDAN181920212223242526272829303132333435NOJARAKELEVASIBEDAKEMIRINGANJENISPOTONGANMELINTANGKANANKIRITENGAHTINGGI(%)MEDAN3637383940 KEMIRINGAN

Tugas Perencanaan Geometrik JalanHalamanHalamanHalaman

blanko jenis medan (2)ELEVASI MELALUI TITIK ALINYEMEN HORISONTALNOJARAKELEVASIBEDAKEMIRINGANJENISPOTONGANMELINTANGKANANKIRITENGAHTINGGI(%)MEDAN1234567891011121314151617NOJARAKELEVASIBEDAKEMIRINGANJENISPOTONGANMELINTANGKANANKIRITENGAHTINGGI(%)MEDAN181920212223242526272829303132333435NOJARAKELEVASIBEDAKEMIRINGANJENISPOTONGANMELINTANGKANANKIRITENGAHTINGGI(%)MEDAN3637383940 KEMIRINGAN

Tugas Perencanaan Geometrik JalanHalamanHalamanHalaman

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&C&"Brush Script MT,Italic"&12 &R&"Brush Script MT,Italic"&14Halaman &PTugas Perencanaan Geometrik Jalan

alny vertikalELEVASI MELALUI TITIK RENCANANOJARAKELEVASIBEDAKEMIRINGANJENISPOTONGANMELINTANGKANANKIRITENGAHTINGGI(%)MEDANTENGAHKANANKIRI1107.9138.9562.0870.0209DATAR8.956477039117.0029.185.005.001002105.1107.8994.8900.0489DATAR7.55480862423.1939.995.005.001.8182.565.005.0010038.1557.3235.5620.8330.0083DATAR7.739071552719.81176.385.005.00134.67213.45521.7646.845.005.0010045.7959.0916.6383.2950.0330DATAR7.443010623516.7050.975.005.0033.81212.545541.7050.975.005.0010057.54210.2288.5592.6860.0269DATAR8.8852799332180.19253.155.005.0065.33128.49551.8540.515.0010.00100612.00713.31711.2691.3100.0131DATAR12.662307933327.04106.565.0010.0036.8491.76510115.18173.615.0010.00100716.97915.91215.6341.0670.0107DATAR16.445395827920.43161.245.0015.0045.08113.951541.57227.945.0015.00100821.26318.10518.7323.1570.0316DATAR19.6840386878120.35161.245.0015.0031.18123.47520141.57227.945.0015.00100925.32120.57722.7394.7430.0474DATAR22.949064440759.11107.915.0020.007.71120.2352513.63118.015.0020.001001029.47924.81427.2034.6650.0466DATAR27.146876894151.21116.245.0025.00107.71120.23525113.63118.015.0020.0085.291127.47029.03629.1121.5660.0157DATAR28.25286183758.3370.935.0025.0074.62151.0652577.6996.255.0025.0089.971225.00026.65225.5981.6520.0165DATAR25.826024741512.22102.135.0025.0035.79108.325.0025.00115.571326.66925.00025.0001.6690.0167DATAR25.83431681095.0025.0025.4576.26525115.571435.00032.98934.0482.0110.0201DATAR33.994682768681.59100.795.0030.0033.1755.485.0030.0089.971540.00037.96638.9252.0340.0203DATAR38.9827748426108.45138.175.0035.0081.95138.175.0035.0085.291642.89640.00041.3972.8960.0290DATAR41.447823494323.5684.325.0040.0048.5683.855401001739.78437.49138.5422.2940.0229DATAR26.91511.62738.637412185680.95114.275.0035.0097.09101.4753555.95112.325.0035.001001834.82432.99833.9401.8260.0183DATAR24.5789.36233.910677768107.09135.905.0030.00132.09136.9253082.09136.925.0030.001001927.91325.48026.7262.4330.0243DATAR23.0273.69926.6964113114137.40398.005.0025.0023.1539.745254.1142.805.0025.001002021.13822.62721.8341.4890.0149DATAR22.266(0.432)21.882488902632.9689.855.0020.0021.594.4552044.6484.975.0020.0066.132124.58925.00025.0000.4110.0041DATAR22.1962.80424.794679615886.9594.7352089.972225.00025.22225.0000.2220.0022DATAR22.6562.34425.110991379325.0011.01235.0552510.30232.005.0025.00265.512332.50031.80032.0950.7000.0070DATAR27.0525.04332.1499169759.55142.125.0030.0064.64129.2853056.36156.575.0030.00265.512445.58442.51344.2643.0710.0307DATAR32.15112.11344.048506754964.5875.735.0040.0015.35131.3954538.0675.735.0040.0089.972547.86745.66846.7672.1990.0220DATAR33.87912.88846.767670482842.61120.545.0045.0069.12120.5454516.11120.545.0045.0066.132650.00047.80949.2722.1910.0219DATAR35.14814.12448.904714684939.93113.695.0035.0064.93113.3253514.93113.325.0035.001002753.63851.35652.3582.2820.0228DATAR37.06915.28952.496824245563.74102.475.0035.0088.74102.4753538.74102.475.0035.001002853.04554.38854.5451.3430.0134DATAR38.98915.55653.716926584235.6892.455.0040.0050.8561.385401002950.90253.72552.3132.8230.0282DATAR40.90911.40452.313382269943.22167.615.0045.0048.07125.315451003050.00052.52451.2192.5240.0252DATAR42.888.33951.262006682143.22167.615.0045.0062.33110.935.0045.001003150.41453.13751.7762.7220.0272DATAR44.757.02651.775563541375.61160.305.0050.00101.55139.5855052.60193.965.0050.001003253.94550.67852.3123.2670.0327DATAR46.675.64252.311511825475.7883.375.0050.0050.7883.37550124.92142.335.0050.001003351.31151.01751.1200.2950.0029DATAR48.5912.52951.164013001340.9788.555.0050.0015.9788.5555065.9788.555.0050.00 KEMIRINGAN0.727Kemiringan rata - rata= KEMIRINGANx100%n17,511.27=0.727x100%30,072.2933182448406.0=2.20%22900174.306578516762.5368101416936.8433-81031469.2178,681,446.46timbun236,199,926.09gali57,518,479.63182,589,052.48timbun1,973,764.84timbun184,562,817.3123,671,548.48gali168,343,314.64gali192,014,863.127,452,045.80ok181,399,079.71gali176,391,527.20timbun(5,007,552.51)


data jalanPERENCANAAN KONSTRUKSI GEOMETRIK JALAN1.PERENCANAAN GEOMETRIK (STANDAR)Untuk kelas jalan II A dengan medan datar-Lalu lintas harian rata - rata (LHR) dalam smp=6000-20000-Kecepatan rencana (km/jam)=100-Lebar daerah penguasaan minimum (m)=40-Lebar perkerasan (m)=2x3.5-Lebar median minimum (m)=1.5-Lebar bahu (m)=3-Lereng melintang perkerasan=2%-Lereng melintang bahu=4%-Jenis Lapisan permukaan jalan=Aspal Beton-Miring tikungan maksimum=10%-Jari - jari lengkung minimum (m)=350-Landai maksimum=4%2.STANDAR PERENCANAAN ALINYEMEN(untuk kecepatan rencana = 100 km/jam)-Jarak pandang henti (m)=165-Jarak pandang menyiap (m)=670-Jari - jari lengkung minimum dimana=2300miring tikungan tak perlu (m)-Batas jari - jari lengkung tikungan dimana=1500harus menggunakan busur peralihan (m)-Landai relatif maksimum antara tepi perkerasan=1240DATA RENCANA JALANJarak d1 (jarak A ke B)=1200m1=45Jarak d2 (jarak B ke C)=1200m2=87Jarak d3 (jarak C ke D)=1200mJarak total=3600m


alinyemen horizontal tkng 1PERENCANAAN ALINYEMEN HORIZONTALData - data (metode Bina Marga)-kelas jalan=IIA-Jarak d1 (jarak A ke B)=1200m-Jarak d2 (jarak B ke C)=1200m-Jarak d3 (jarak C ke D)=1200m-1=45-2=87A.PERHITUNGAN TIKUNGAN IDiketahui=1=1=45e max=10%=0.1V rencana=100km/jamen=2%m=240-Menghitung nilai eKoefisien gesekan maksimum (fmax)f max=-0.00125V+0.24=-0.00125100+0.24=0.115Radius minimumRmin=V2=1002=366.23m127(emax + fmax)127(0.1+0.115)Dimana R rencana > Rminsehingga R yang digunakan adalah409meterDerajat lengkung maksimum (D max)D max=181913.53(e max + f max)V2=181913.53(0.1+0.115)1002=3.911D=1432.39=1432.39=3.5021760391R409e + fmax=V2127Re=V2-f max127Re=1002-0.115127409e=0.0775Sehingga e yang digunakan adalah =7.8%MENENTUKAN TIPE TIKUNGANDicoba dengan S - C - S-Penentuan Ls (lengkung spiral)Data - data=R=409mV=100km/jame=0.0775m=240en=0.02B=3.5m1=45a.Landai Relatif MaksimumLs=m(en+e).B=240(0.02+0.0775)3.5=81.92mb.Dengan rumus modifikasi SHORTTLs=0.022V3-2.727VeRccdimana =c=70=70=0.429447852863+V63+100Ls=0.0221003-2.7271000.07754090.42944785280.429=76.03mc.Pencapaian selama 3 detikLs=V.t=100(1000.3)3600=83.3333333333md.Ls berdasarkan tabel perhitungan panjang Ls minimum (Tabel AH-8) halaman 194 buku SilviaSukirmanDimana=D=3.5021760391R=409mV=100km/jame=0.1Maka didapat Ls=90mLs yang digunakan adalah90m-Penentuan Lc (lengkung circle)s=90.Ls=90.90=6.3071340694.R.409c=1-2s=45-(2.6.3071340694)=32.3857318611Lc=c..R180=32.4..409180=231.065mLtotal=Lc+2Ls=231.065+2.90=411.065m-Koordinat titik peralihan dari lengkung spiral ke circleP=Ls2-Rc(1- cos s)6.Rc=902-409(1-cos6.31)6.409=0.83mK=Ls-Ls3-Rc.sin s40.Rc2=90-903-409.sin6.307134069440.4092=44.9591004217mXs=Ls(1-Ls2)40.Rc 2=90(1-902)40.4092=89.8910515839mYs=Ls26.Rc=9026.409=3.3007m-Jarak peralihan tangen spiral ke pusat sudut tikunganTs=(R+P) Tg 1/2 + k=(409+0.83)tg145+44.9591004217120.282=214.7142452043mEs=R+P-Rcos 1/2 =409+0.83-409cos1452=34.592mSyarat tikungan s-c-sL total > Ts411.065>214.71. (ok)Lc > 20 m231.065>20m. (ok)sehingga tikungan tipe s - c - s dapat digunakanDATA - DATA TIKUNGAN I1=45V=100km/jamRc=409m411.62Ls=90m2.62Lc=231.065mLtotal=411.065memax=10%en=2%e=7.8%s=6.3071340694c=32.3857318611P=0.83mK=44.9591004217mXs=89.8910515839mYs=3.3007334963mEs=34.59mTs=214.71m


pelebaran perkerasan tkng1PELEBARAN PERKERASAN PADA TIKUNGAN IData - data :R=409mV=100km/jamLebar total perkerasan pada bagian lurus (Bn)=2x3.5=7mKebebasan samping ( c )=1mKendaraan rencana truck, dimana :-Jarak antar gandar (p)=6.5m-Tonjolan depan kendaraan (A)=1.5m-Lebar kendaraan (b)=2.5mMenghitung Rc ( Radius lengkung untuk lintasan luar roda depan )Rc= R - 1/2.B + 1/2.b=409-1.3.5+1.2.51.75221.25=4063Menghitung Ri ( Radius lengkung terdalam dari lintasan kendaraan untuk lajur sebelah dalam )Ri=(Rc2-(P+A2)-1.b2=(4062-(6.5+1.52)-1.2.5164836201.25=404.7392239949m00Menghitung Rw (Radius lengkung terluar dari lintasan kendaraan untuk lajur sebelah dalam )0Rw=(Rc2-(P-A)2+1.b)2+(P+A)22=(4062-(6.5-1.5)2+1.2.5)2+(6.5+1.5)22=407.297784829m1648364.25Lebar perkerasan yang ditempati satu kendaraan ditikungan pada lajur sebelah dalam164831.75B=Rw-Ri405.9947659761=407.297784829-404.741.25=2.56m404.7447659761163818.32558506Off Tracking64U=B-b163882.32558506=2.56-2.50404.8238204269=0.06m0.05856083411055Lebar tambahan akibat kesukaran pengemudiz=0.105.VRc=0.105.100409=0.5191915853mLebar total perkerasan jalan pada tikunganBt=N(B+C)+Z=2(2.56+1)+0.5191915853=7.6363132535mLebar tambahan ditikunganuntuk satu sisib=Bt-Bn=7.64-7=0.64mUntuk dua sisi1b=1.0.6422=0.3181566267mKebebasan samping tikungan IBerdasarkan jarak pandang hentis=165mR=409m=90.S=90.165.R.409=11.56308Jarak dari penghalang ke sumbu lajur sebelah dalam (m)m=R(1-cos)=409(1-cos11.5630791273)=8.30m


alinyemen horizontal tkng 2PERENCANAAN ALINYEMEN HORIZONTALData - data (metode Bina Marga)-kelas jalan=IIA-Jarak d1 (jarak A ke B)=1200m-Jarak d2 (jarak B ke C)=1200m-Jarak d3 (jarak C ke D)=1200m-1=45-2=87A.PERHITUNGAN TIKUNGAN IIDiketahui=1=1=87e max=10%=0.1V rencana=100km/jamen=2%m=240-Menghitung nilai eKoefisien gesekan maksimum (fmax)f max=-0.00125V+0.24=-0.00125100+0.24=0.115Radius minimumRmin=V2=1002=366.23m127(emax + fmax)127(0.1+0.115)Dimana R rencana > Rminsehingga R yang digunakan adalah409meterDerajat lengkung maksimum (D max)D max=181913.53(e max + f max)V2=181913.53(0.1+0.115)1002=3.911D=1432.39=1432.39=3.5021760391R409e + fmax=V2127Re=V2-f max127Re=1002-0.115127409e=0.0775Sehingga e yang digunakan adalah =7.8%MENENTUKAN TIPE TIKUNGANDicoba dengan S - C - S-Penentuan Ls (lengkung spiral)Data - data=R=409mV=100km/jame=0.0775m=240en=0.02B=3.5m1=87a.Landai Relatif MaksimumLs=m(en+e).B=240(0.02+0.0775)3.5=81.92mb.Dengan rumus modifikasi SHORTTLs=0.022V3-2.727VeRccdimana =c=70=70=0.429447852863+V63+100Ls=0.0221003-2.7271000.07754090.42944785280.429=76.03mc.Pencapaian selama 3 detikLs=V.t=100(1000.3)3600=83.3333333333md.Ls berdasarkan tabel perhitungan panjang Ls minimum (Tabel AH-8) halaman 194 buku SilviaSukirmanDimana=D=3.5021760391R=409mV=100km/jame=0.1Maka didapat Ls=90mLs yang digunakan adalah90m-Penentuan Lc (lengkung circle)s=90.Ls=90.90=6.3071340694.R.409c=1-2s=87-(2.6.3071340694)=74.3857318611Lc=c..R180=74.4..409180=530.7256666667mLtotal=Lc+2Ls=530.7256666667+2.90=710.7256666667m-Koordinat titik peralihan dari lengkung spiral ke circleP=Ls2-Rc(1- cos s)6.Rc=902-409(1-cos6.31)6.409=0.83mK=Ls-Ls3-Rc.sin s40.Rc2=90-903-409.sin6.307134069440.4092=44.9591004217mXs=Ls(1-Ls2)40.Rc 2=90(1-902)40.4092=89.8910515839mYs=Ls26.Rc=9026.409=3.3007334963m-Jarak peralihan tangen spiral ke pusat sudut tikunganTs=(R+P) Tg 1/2 + k=(409+0.83)tg187+44.9591004217120.282=433.8686679726mEs=R+P-Rcos 1/2 =409+0.83-409cos1872=155.984mSyarat tikungan s-c-sL total > Ts710.7256666667>433.87. (ok)Lc > 20 m530.7256666667>20m. (ok)sehingga tikungan tipe s - c - s dapat digunakanDATA - DATA TIKUNGAN 21=87V=100km/jamRc=409m411.62Ls=90m2.62Lc=530.7256666667mLtotal=710.7256666667memax=10%en=2%e=7.8%s=6.3071340694c=74.3857318611P=0.83mK=44.9591004217mXs=89.8910515839mYs=3.3007334963mEs=155.98mTs=433.87m


pelebaran perkerasan tkng2PELEBARAN PERKERASAN PADA TIKUNGAN 2Data - data :R=409mV=100km/jamLebar total perkerasan pada bagian lurus (Bn)=2x3.5=7mKebebasan samping ( c )=1mKendaraan rencana truck, dimana :-Jarak antar gandar (p)=6.5m-Tonjolan depan kendaraan (A)=1.5m-Lebar kendaraan (b)=2.5mMenghitung Rc ( Radius lengkung untuk lintasan luar roda depan )Rc= R - 1/2.B + 1/2.b=409-1.3.5+1.2.51.75221.25=4063Menghitung Ri ( Radius lengkung terdalam dari lintasan kendaraan untuk lajur sebelah dalam )Ri=(Rc2-(P+A2)-1.b2=(4062-(6.5+1.52)-1.2.5164836201.25=404.7392239949m00Menghitung Rw (Radius lengkung terluar dari lintasan kendaraan untuk lajur sebelah dalam )0Rw=(Rc2-(P-A)2+1.b)2+(P+A)22=(4062-(6.5-1.5)2+1.2.5)2+(6.5+1.5)22=407.297784829m1648364.25Lebar perkerasan yang ditempati satu kendaraan ditikungan pada lajur sebelah dalam164831.75B=Rw-Ri405.9947659761=407.297784829-404.741.25=2.56m404.7447659761163818.32558506Off Tracking64U=B-b163882.32558506=2.56-2.50404.8238204269=0.06m0.05856083411055Lebar tambahan akibat kesukaran pengemudiz=0.105.VRc=0.105.100409=0.5191915853mLebar total perkerasan jalan pada tikunganBt=N(B+C)+Z=2(2.56+1)+0.5191915853=7.6363132535mLebar tambahan ditikunganuntuk satu sisib=Bt-Bn=7.64-7=0.64mUntuk dua sisi1b=1.0.6422=0.3181566267mKebebasan samping tikungan IBerdasarkan jarak pandang hentis=165mR=409m=90.S=90.165.R.409=11.5630791273Jarak dari penghalang ke sumbu lajur sebelah dalam (m)m=R(1-cos)=409(1-cos11.5630791273)=8.30m


alinyemen vertikal PERENCANAAN ALINYEMEN VERTIKALMenghitung kemiringan-sta A - sta PPV1Beda Tinggi=45-8.956=36.044jarak=900mkemiringan=36.044x100%=4.0048888889%900-sta PPV1 - sta PPV2Beda Tinggi=45-18.956=26.044jarak=1000mkemiringan=26.044x100%=2.6044%1000-sta PPV2 - sta BBeda Tinggi=48.37-18.956=29.414jarak=1700mkemiringan=29.414x100%=1.7302352941%1700LENGKUNG VERTIKAL CEMBUNG (sta PPV1)Datav=100km/jamsta PPV1=0+900mg1=4.0048888889%g2=2.6044%A=(+g1-(-g2)=(+4.005-(-2.6044)=6.609%untukv=100km/jams=165m(jarak pandang henti)s=670m(jarak pandang menyiap)Pajang lengkung vertikal (Lv)aBerdasarkan jarak pandang hentiuntuk:SLL=2S-399A=2165-3996.61=269.63mtidak memenuhibBerdasarkan jarak pandang menyiapuntuk:SLL=2S-960A=2670-9606.61=1194.75mtidak memenuhicBerdasarkan Kebutuhan DrainaseL=A50=6.60950=330.5mdBerdasarkan kenyamanan pengemudi selama 3 detikL=vt=100100033600=83.3333333333mSehingga Lv yang dipakai adalah Lv yang terbesar yaitu450.97mPERSAMAAN VERTIKAL CEMBUNGy=AX2200L=A(0.50L)2200L=6.61(0.50450.97)2200450.97=3.7257565698mEv =y=AL800=6.61450.97800=3.7257565698mData lengkungsta PPV1=0+900melevasi=+45mLv=450.97m1Lv=225.4860776942m2Ev=3.7257565698mStationing dan elevasi lengkung vertikal cembungsta PLV1=sta PPV1-0.5Lv=900-0.5450.97=900-225.4860776942=675m=0+675melevasi PLV1=elevasi PPV1-0.5g1Lv=45-0.54.00450.97=35.97msta PPV1=0+900melevasi PPV1=elevasi PPV1-Ev=45-3.726=41.27msta PTV1=sta PLV1+Lv=675+451.0=1125m=1+125melevasi PTV1=elevasi PPV1-0.5g2Lv=45-0.52.60450.97=39.13mLENGKUNG VERTIKAL CEKUNG (sta PPV2)sta PPV2Datav=100km/jamsta PPV2=1+900mg2=2.6044%g3=1.7302352941%A=(-g2-(+g3)=(-2.604-(+1.7302352941)=-4.335%untukv=100km/jams=165m(jarak pandang henti)Pajang lengkung vertikal (Lv)aBerdasarkan jarak penyinaran lampuuntuk:SLL=2S-120+3.5SA=2165-120+3.5165-4.335=490.9131916926mtidak memenuhibBerdasarkan jarak pandangan bebas dibawah bangunanuntuk:SLL=2S-3480A=2165-3480-4.33=1132.84mtidak memenuhicBerdasarkan keluwesan bentukL=VR.3detik=100.1000.3=83.33m3600dBerdasarkan kenyamanan mengemudiL=A.VR2=-4.33.1002=-114.07m380380Sehingga Lv yang dipakai adalah Lv yang terbesar yaitu83.33mPERSAMAAN VERTIKAL CEKUNGy=AX2200L=A(0.50L)2200L=-4.33(0.5083.33)220083.33=-0.4515245098mEv =y=AL800=-4.3383.33800=-0.4515245098mData lengkungsta PPV2=1+900melevasi=+18.96mLv=83.33m1Lv=41.6666666667m2Ev=-0.4515245098mStationing dan elevasi lengkung vertikal cekungsta PLV2=sta PPV2-0.5Lv=1900-0.583.33=1900-41.6666666667=1858m=1+858melevasi PLV2=elevasi PPV2+0.5g2Lv=18.96+0.52.6083.33=20.04msta PPV2=1+900melevasi PPV2=elevasi PPV2-Ev=18.96+-0.452=18.50msta PTV2=sta PLV2+Lv=1858+83.3=1942m=1+942melevasi PTV2=elevasi PPV2-0.5g3Lv=18.96+0.51.7383.33=19.68m

alinyemen vertikal kawitPERENCANAAN ALINYEMEN VERTIKALMenghitung kemiringan-sta A - sta PPV1Beda Tinggi=55-35=20jarak=1333mkemiringan=20x100%=1.500%1333-sta PPV1 - sta PPV2Beda Tinggi=55-30=25jarak=1454m1881kemiringan=25x100%=1.719%5481454-sta PPV2 - sta BBeda Tinggi=45-30=15jarak=600m3,425.00kemiringan=15x100%=2.500%638.00600LENGKUNG VERTIKAL CEMBUNG (sta PPV1)Datav=100km/jamsta PPV1=1+400mg1=1.500%g2=1.719%A=(+g1-(-g2)=(+1.500-(-1.719)=3.22%untukv=100km/jams=165m(jarak pandang henti)8250s=670m(jarak pandang menyiap)Pajang lengkung vertikal (Lv)aBerdasarkan jarak pandang hentiuntuk:SLL=2S-399A=2165-3993.22=206.08mtidak memenuhibBerdasarkan jarak pandang menyiapuntuk:SLL=2S-960A=2670-9603.22=1041.84mtidak memenuhicBerdasarkan Kebutuhan DrainaseL=A50=3.2250=161.0mdBerdasarkan kenyamanan pengemudi selama 3 detikL=vt=100100033600=83.33mSehingga Lv yang dipakai adalah Lv yang terbesar yaitu1505.58mPERSAMAAN VERTIKAL CEMBUNGy=AX2200L=A(0.50L)2200L=3.22(0.501505.58)22001505.58=6.060mEv =y=AL800=3.221505.58800=6.060mData lengkungsta PPV1=1+400melevasi=+55mLv=1505.58m1Lv=752.79m2Ev=6.060mStationing dan elevasi lengkung vertikal cembungsta PLV1=sta PPV1-0.5Lv=1333-0.51505.58=1333-752.79=580m=1+497m403elevasi PLV1=elevasi PPV1-0.5g1Lv=55-0.51.501505.58=43.71msta PPV1=1+400melevasi PPV1=elevasi PPV1-Ev=55-6.060=48.94msta PTV1=sta PLV1+Lv=580+1505.58=2086m=1+1086m227elevasi PTV1=elevasi PPV1-0.5g2Lv=55-0.51.721505.58=42.06mLENGKUNG VERTIKAL CEKUNG (sta PPV2)sta PPV2Datav=100km/jamsta PPV2=1+454mg2=1.719%g3=2.500%A=(-g2-(+g3)=(-1.719-(+2.500)=-4.22%-210.969738652untukv=100km/jams=42.96m(jarak pandang penyinaran lampu)s=200m(jarak pandang menyiap)335Pajang lengkung vertikal (Lv)aBerdasarkan jarak penyinaran lampuuntuk:SLL=2S-120+3.5SA=242.96-120+3.542.964.219=21.84mmemenuhibBerdasarkan jarak pandang menyiapuntuk:SLL=2S-3480A=2200-34804.22=-424.76mmemenuhicBerdasarkan keluwesan bentukL=VR.3detik=100.1000.3=83.33m3600dBerdasarkan kenyamanan mengemudiL=A.VR2=4.22.1002=111.04m380380Sehingga Lv yang dipakai adalah Lv yang terbesar yaitu21.84mPERSAMAAN VERTIKAL CEKUNGy=AX2200L=A(0.50L)2200L=4.22(0.5021.84)220021.84=0.12mEv =y=AL800=4.2221.84800=0.12mData lengkungsta PPV2=1+454melevasi=+30mLv=21.84m1Lv=10.92m2Ev=0.12mStationing dan elevasi lengkung vertikal cekungsta PLV2=sta PPV2-0.5Lv=1454-0.521.84=1454-10.92=1443m=1+443melevasi PLV2=elevasi PPV2+0.5g2Lv=30+0.51.7221.84=30.19msta PPV2=1+454melevasi PPV2=elevasi PPV2-Ev=30+0.12=30.12msta PTV2=sta PLV2+Lv=1443+21.8=1465m=1+872melevasi PTV2=elevasi PPV2-0.5g3Lv=30.00+0.52.5021.84=30.27m

tabel galian timbunanPERHITUNGAN JUMLAH VOLUME GALIAN DAN TIMBUNANANTARGALIANTIMBUNANGALIANTIMBUNANdVOLUMEVOLUMESUB KUMULATIFKUMULATIFSta.RATA - RATARATA - RATAGALIANTIMBUNAN(m2)(m2)(m2)(m2)(m)(m3)(m3)(m3)(m3)14.652.542.3334.65232.540.00232.54232.54100.0020.0066.770.003,465.35-3,465.35-3,232.8120.0066.770.00100.590.0010,059.24100.00-10,059.24-13,292.0530.00134.4130.00134.410.00157.530.0015,752.89100.00-15,752.89-29,044.9440.00180.6440.00180.640.00195.570.0019,557.35100.00-19,557.35-48,602.2950.00210.5050.00210.500.00215.830.0021,583.25100.00-21,583.25-70,185.5460.00221.1660.00221.160.00220.500.0022,050.36100.00-22,050.36-92,235.9070.00219.8570.00219.850.00224.990.0022,498.62100.00-22,498.62-114,734.5280.00230.1380.00230.130.00224.920.0022,491.66100.00-22,491.66-137,226.1890.00219.7190.00219.710.00200.940.0020,094.06100.00-20,094.06-157,320.24100.00182.17100.00182.170.00172.040.0014,673.5985.29-14,673.59-171,993.84110.00161.91110.00161.910.00174.150.0015,668.2089.97-15,668.20-187,662.04120.00186.39120.00186.390.00170.060.0019,659.28115.60-19,659.28-207,321.32130.00153.74130.00153.741.3377.65153.600.00153.60-207,167.72115.60142.661.560.008,976.23-8,976.23-216,143.95142.661.5657.180.785,144.440.005,144.44-210,999.5089.9715111.700.000.0070.10-70.10-211,069.6015111.700.00148.130.0012,634.350.0085.2912,634.35-198,435.2516184.570.0016184.570.00183.170.0018,317.380.00100.0018,317.38-180,117.8617181.780.0017181.780.00163.890.0016,388.770.00100.0016,388.77-163,729.0918145.990.0018145.990.00102.390.0010,238.720.00100.0010,238.72-153,490.371958.780.001958.780.0030.172.443,016.720.003,016.72-150,473.66100.00201.554.870.00243.66-243.66-150,717.32201.554.8722.632.441,496.740.001,496.74-149,220.5866.132143.710.000.00161.13-161.13-149,381.712143.710.0040.910.003,680.600.0089.973,680.60-145,701.112238.110.002238.110.0058.680.0015,580.550.00265.5015,580.55-130,120.562379.260.002379.260.00132.710.0035,235.400.00265.5035,235.40-94,885.1624186.170.0024186.170.00193.340.0017,394.570.0089.9717,394.57-77,490.5925200.510.0025200.510.00208.680.0013,800.260.0066.1313,800.26-63,690.3326216.860.0026216.860.00227.680.0022,767.720.00100.0022,767.72-40,922.6127238.500.0027238.500.00237.020.0023,702.410.00100.0023,702.41-17,220.2028235.550.0028235.550.00206.600.0020,660.390.00100.0020,660.393,440.1929177.660.0029177.660.00154.210.0015,421.090.00100.0015,421.0918,861.2730130.770.0030130.770.00120.500.0012,049.660.00100.0012,049.6630,910.9431110.230.0031110.230.0099.570.009,957.100.00100.009,957.1040,868.033288.910.003288.910.0065.110.006,510.650.00100.006,510.6547,378.683341.300.00JUMLAH264,383.65217,004.98SELISIH47,378.68

&R&"Brush Script MT,Italic"&12Halaman &P

tabel galian timbunan KAWITPERHITUNGAN JUMLAH VOLUME GALIAN DAN TIMBUNANANTARGALIANTIMBUNANGALIANTIMBUNANdVOLUMEVOLUMESUB KUMULATIFKUMULATIFGALIANSta.RATA - RATARATA - RATAGALIANTIMBUNAN(m2)(m2)(m2)(m2)(m)(m3)(m3)(m3)(m3)(m2)1299.5420.000150.570.000.00299,54210000.01000507,528.357,528.357,528.35021.5920.0001,59210000.01000021.5920.0001,182.890.00118,289.210.001,59210000.01000100118,289.21125,817.56032,364.1920.0002,364,19210000.01000032,364.1920.0002,125.920.00212,591.800.002,364,19210000.01000100212,591.80338,409.36041,887.6440.0001,887,64410000.01000041,887.6440.0001,768.760.00176,876.400.001,887,64410000.01000100176,876.40515,285.76051,649.8840.0001,649,88410000.01000051,649.8840.000983.360.0098,336.000.001,649,88410000.0100010098,336.00613,621.7606316.8360.000316,83610000.0100006316.8360.000202.220.0020,222.450.00316,83610000.0100010020,222.45633,844.210787.6130.00087,61310000.010000787.6130.00084.900.008,489.550.0087,61310000.010001008,489.55642,333.760882.1780.00082,17810000.010000882.1780.00065.560.006,555.600.0082,17810000.010001006,555.60648,889.360948.9340.00048,934100010000948.9340.00024.4764.261,859.494,883.4648,93410000.0100076-3,023.96645,865.400100.000128.5121000128,51210000100.000128.512139.2964.2616,158.107,453.700.01000128,51210001168,704.41654,569.80011278.5880.000278,58810000.01000011278.5880.000481.230.0051,972.730.00278,58810000.0100010851,972.73706,542.54012683.8700.000683,87010000.01000012683.8700.000683.870.0072,490.220.00683,87010000.0100010672,490.22779,032.76013683.8700.000683,87010001000013683.8700.000341.94395.98683,87010000.0100012743,425.7550,289.14-6,863.40772,169.360140.000791.9550.01000791,95510000140.000791.9550.001,339.000.00147,290.00-147,290.00624,879.360.01000791,95510001100150.0001,886.0450.010001,886,04510000150.0001,886.0450.00943.830.00109,484.170.010001,886,0451000116-109,484.17515,395.190160.0001.6130.010001,613.12610000160.0001.6130.001.350.00143.420.010001,613.1261000106-143.42515,251.760170.0001.0930.010001,092.99910000170.0001.0930.000.930.0093.380.010001,092.9991000100-93.38515,158.380180.0000.7750.01000774.55810000180.0000.7750.000.580.0062.000.01000774.5581000106-62.00515,096.390190.0000.3950.01000395.23010000190.0000.3950.000.240.01000395.23010001010.0023.74-23.74515,072.650200.0000.075100074.81610000200.0000.0750.220.040.0100074.81610006113.152.2810.87515,083.520210.4310.000431.211100010000210.4310.0000.220.1037.0816.61431.21110000.0100017220.48515,104.000220.0000.1931000193.10610000220.0000.1930.130.1014.1210.140.01000193.10610001053.98515,107.980230.2690.000268.91510000.010000230.2690.0000.640.0058.450.00268.91510000.010009158.45515,166.420241.0160.0001,015.61610000.010000241.0160.0001.340.00142.130.001,015.61610000.01000106142.13515,308.550251.6660.0001,666.13310000.010000251.6660.0001.300.00129.600.001,666.13310000.01000100129.60515,438.160260.9260.000925.93110000.010000260.9260.0001.070.00107.090.00925.93110000.01000100107.09515,545.250271.2160.0001,215.96610000.010000271.2160.0001.420.00141.650.001,215.96610000.01000100141.65515,686.900281.6170.0001,616.97710000.010000281.6170.0001.380.00137.940.001,616.97710000.01000100137.94515,824.840291.1420.0001,141.91110000.010000291.1420.0001.150.00115.340.001,141.91110000.01000100115.34515,940.180301.1650.0001,164.82710000.010000301.1650.0001.260.00125.690.001,164.82710000.01000100125.69516,065.870311.3490.0001,349.05010000.010000311.3490.0001.360.00136.330.001,349.05010000.01000100136.33516,202.210321.3780.0001,377.62410000.010000321.3780.0000.940.0088.080.001,377.62410000.010009488.08516,290.290330.4970.000496.511100010000330.4970.000496.51110000.010000.250.291060.0730.24-30.17516,260.120340.0000.5711000570.56510000340.0000.5710.01000570.56510000.00.46500.0023.19-23.19516,236.930350.0000.3571000357.1991000JUMLAH836,042.39319,752.03SELISIH516,236.93


grafik galian timbunanGRAFIK KOMULATIF GALIAN DAN TIMBUNANVOLUME KOMULATIFKUMULATIF(m3)7,528.35125,817.56338,409.36515,285.76613,621.76633,844.21ANTAR STA642,333.76648,889.36645,865.40654,569.80706,542.54779,032.76772,169.36624,879.36515,395.19515,251.76515,158.38515,096.39515,072.65515,083.52515,083.52515,104.00515,107.98515,166.42515,308.55515,438.16515,545.25515,686.90515,824.84


grafik galian timbunan

BLANKO50050000500661.3595.1766.1366.13

Tugas Perencanaan Geometrik JalanHalaman

Sheet1GRAFIK KOMULATIF GALIAN DAN TIMBUNANKUMULATIF(m3)7,528.350.000.000.00125,817.560.009,570.793,589.60-3,338.03-7,694.49-10,069.49-10,614.09-10,374.86-11,933.75-13,278.45-7,633.811,632.759,824.9717,187.9223,499.5728,985.0335,203.0339,578.1340,619.1343,675.4545,048.2445,630.6745,481.7145,293.9444,754.6048,595.4352,603.9947,892.8432,249.7221,310.6015,393.489,986.72

Sheet17528.353175118289.20635212591.8176876.49833620222.458489.556555.6-3023.9648704.40851972.73272490.22-6863.3975-147290-109484.171308-143.424625-93.37785-61.998764-23.73732310.870047510.870047520.477033.979972558.4461605142.132697129.6032107.09485141.64715137.944444754.598328396548595.431833396552603.988208396547892.838713396532249.717928396521310.604728396515393.48174839659986.7247783965

KUMULATIF (m3)Antar StaVolume Komulatif

perhitungan vertikal kawit

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