BecakA. MODEL GREENSHIELDNo.Waktu PengamatanSpeed (S)Volume (V)Density (D)X2A =X2 . Y - X . XYSff = A=4.579Perhitungan Nilai Koefisien Korelasi ( r )Menentukan Volume Maksimum(km/jam)(smp/jam)(smp/jam)n . X2 - (X)2Dj = -Sff/B=-3.9572r=n . XiYi . Y - Xi . Yia.Untuk Kondisi D = Dj/2YiXi.YiXiDj/Sff=-0.8642({n . Xi2 - (Xi)2} {n . Yi2 - (Yi)2}Vm=(Sff.Dj)/4113.00 - 14.0010.560.95.80033.640A =134.746.56-24.654.268.800Vm=(4.579.-3.9572)/4214.00 - 15.001139.23.56412.7006.134.746-(24.654)2Menentukan hubungan S-D, V-D dan V-S=6.268.8-24.654.56Vm=-4.529897965315.00 - 16.0012705.83334.028({6.134.746- (24.654)2} {(6.634.5-(56)2})Vm=-5smp/jam416.00 - 17.009.565.86.92647.974A =4.579Model Hubungan S-D517.00 - 18.001332.92.5316.405S=Sff - (Sff/Dj).D=232.1729358361b.Untuk Kondisi S = Sff/2S=4.579-(4.579/-3.9572).D366.9308588304Vm=(Sff.Dj)/4Total56268.824.654134.746B =n . XY - X.YS=4.579--1.157.DVm=(4.579.-3.9572)/4n . X2 - (X)2=0.6327430093Vm=-4.529897965634.5X =24.654Y =9.333Model Hubungan S-DVm=-5smp/jamX =4.109XY =268.800B =6.268.8-24.654.56.000V=Sff.D - (Sff/Dj).D2Perhitungan Koefisien Determinan (r2)Y =56X2 =134.7466.134.746-(24.654)2V=4.579.D-(4.579/-3.9572).D2Jadi volume maksimum yang terjadi adalah :V=4.579.D--1.1571.D2r2=0.4003637159Vm=-5smp/jamB =1.157Pada kondisi D=-3.9572/2Model Hubungan V-SD=-1.9786154258smp/jamV=Dj.S - (Dj/Sff).S2V=-3.957.S-(-3.957/4.5789).S2S=4.579/2V=-3.957.S--0.8642.S2S=2.2894282062smp/jamB. MODEL GREENBERGNo.Speed (S)Volume (V)Density (D)ln DXi2Xi.YiA =X2 . Y - X . XYSm=-B=-4.748Perhitungan Nilai Koefisien Korelasi ( r )Menentukan Volume Maksimum(km/jam)(smp/jam)(smp/jam)Xin . X2 - (X)2A=Sm . ln Dj=3.275r=n . XiYi . Y - Xi . Yia.Untuk Kondisi D = Dj/eYiA=3.275({n . Xi2 - (Xi)2} {n . Yi2 - (Yi)2}Vm=Sm . (Dj/e)-->e =2.718110.560.95.8001.7583.09018.458A =12.423.56-7.656.84.056ln Dj=-0.690Vm=-4.748. (5.142E+36/2.718)21139.23.5641.2711.61513.9796.12.423-(7.656)2Dj=5.142E+36(Pake Kalkulator tekan INV ln Dj)=6.84.056-7.656.56Vm=-8981919970249060000000000000000000000312705.8331.7643.11021.163Sm . ln Dj=3.275({6.12.423- (7.656)2} {(6.634.5-(56)2})Vm=-8981919970249060000000000000000000000smp/jam49.565.86.9261.9353.74518.386A =3.27551332.92.5310.9290.86212.071Menentukan hubungan S-D, V-D dan V-S=75.5930782856b.Untuk Kondisi D = Dj/e103.3602390213Vm=Sm . (Dj/e)-->e =2.71856268.824.6547.65612.42384.056B =n . XY - X.YModel Hubungan S-DVm=-4.748. (5.142E+36/2.718)n . X2 - (X)2S=Sm . ln Dj / D=0.7313554903Vm=-898191997024906000000000000000000000015557.5X =7.656Y =9.333S=-4.748.ln5.142E+36/DVm=-8981919970249060000000000000000000000smp/jamX =1.276XY =84.056B =6.84.06-7.656.56.0S=-4.748.(ln5.142E+36-ln DPerhitungan Koefisien Determinasi (r2)Y =56X2 =12.4236.12.423-(7.656)2S=3.275--4.748. ln DJadi volume maksimum yang terjadi adalah :r2=0.5348808532Vm=-8981919970249060000000000000000000000smp/jamB =4.748Model Hubungan V-DPada kondisi D=5.1419E+36/2V=Sm . D. ln Dj / DD=2570934999999999800000000000000000000smp/kmV=Sm . D. (ln Dj - ln D)V=-4.748.D.(-0.690-ln D )S=-4.748Km/JamV=3.275.D--4.748.D . ln DModel Hubungan V-SV=Dj . S . -s/sm-s/-4.748V=5.142E+36.S. C. MODEL UNDERWOODNo.Speed (S)Volume (V)Density (D)ln SXi2Xi.YiA =X2 . Y - X . XYDm=-1 / B=3.593=4smp/kmPerhitungan Nilai Koefisien Korelasi ( r )Menentukan Volume Maksimum(km/jam)(smp/jam)(smp/jam)Yin . X2 - (X)2A=ln Sff=0.132r=n . XiYi . Y - Xi . Yia.Untuk Kondisi D = DmXiSff=2.3632km/jam({n . Xi2 - (Xi)2} {n . Yi2 - (Yi)2}Vm=Sff . Dj . xp (-D/Dm)110.560.95.8001.75833.64010.196A =134.746.7.656-24.654.40.766(Pake Kalkulator tekan INV ln Sff)21139.23.5641.27112.7004.5296.134.746-(24.654)2=6.40.766-24.654.7.656Vm=2.3632.4.xp (-4/4)312705.8331.76434.02810.288({6.134.746- (24.654)2} {(6.12.423-(7.6560793238)2Vm=8.50752.0.3678849.565.86.9261.93547.97413.405A =0.132Menentukan hubungan S-D, V-D dan V-SVm=3.129746457651332.92.5310.9296.4052.350=55.8447042634Vm=3.1smp/jamModel Hubungan S-D56.52170085456268.824.6547.656134.74640.766B =n . XY - X.YS=Sff . - D/Dmb.Untuk Kondisi S = Sffn . X2 - (X)2- D /4=0.9880223599Vm=Sff . (Dm / )12.423X =24.654Y =1.276S=2.3632.Vm=2.3632. (4/)X =4.109XY =40.766B =6.40.766-24.654.7.656Perhitungan Koefisien Determinasi (r2)Vm=3.1297464576Y =7.656X2 =134.7466.134.746-(24.654)2Model Hubungan V-DVm=3.1smp/jamV=Sff . D . - D/Dmr2=0.9761881837Jadi Volume Maksimum yang terjadi adalah :3.1smp/jamB =0.278- D /4Pada KondisiV=2.3632.D. D=DmD=4smp/jamModel Hubungan V-SV=Dm . S . ln (Sff / s)S=Sff / km/jamV=4.S .ln(2.3632/S )S=km/jam

MotorA. MODEL GREENSHIELDNo.Waktu PengamatanSpeed (S)Volume (V)Density (D)X2A =X2 . Y - X . XYSff = A=6.859Perhitungan Nilai Koefisien Korelasi ( r )Menentukan Volume Maksimum(km/jam)(smp/jam)(smp/jam)n . X2 - (X)2Dj = -Sff/B=-7.4687r=n . XiYi . Y - Xi . Yia.Untuk Kondisi D = Dj/2YiXi.YiXiDj/Sff=-1.0889({n . Xi2 - (Xi)2} {n . Yi2 - (Yi)2}Vm=(Sff.Dj)/4113.00 - 14.0035.5160045.0702031.343A =6779.360.208.5-182.213.7476.000Vm=(6.859.-7.4687)/4214.00 - 15.0041134632.8291077.7616.6779.360-(182.213)2Menentukan hubungan S-D, V-D dan V-S=6.7476-182.213.208.5Vm=-12.8075217139315.00 - 16.0037148140.0271602.163({6.6779.360- (182.213)2} {(6.8835.25-(208.5)2})Vm=-13smp/jam416.00 - 17.0050156131.220974.688A =6.859Model Hubungan S-D517.00 - 18.0045148833.0671093.404S=Sff - (Sff/Dj).D=6864.5093272489b.Untuk Kondisi S = Sff/2S=6.859-(6.859/-7.4687).D8443.965398991Vm=(Sff.Dj)/4Total208.57476182.2136779.360B =n . XY - X.YS=6.859--0.918.DVm=(6.859.-7.4687)/4n . X2 - (X)2=0.8129485381Vm=-12.80752171398835.25X =182.213Y =34.750Model Hubungan S-DVm=-13smp/jamX =30.369XY =7476.000B =6.7476.0-182.213.208.500V=Sff.D - (Sff/Dj).D2Perhitungan Koefisien Determinan (r2)Y =208.5X2 =6779.3606.6779.360-(182.213)2V=6.859.D-(6.859/-7.4687).D2Jadi volume maksimum yang terjadi adalah :V=6.859.D--0.9184.D2r2=0.6608853257Vm=-13smp/jamB =0.918Pada kondisi D=-7.4687/2Model Hubungan V-SD=-3.7343681502smp/jamV=Dj.S - (Dj/Sff).S2V=-7.469.S-(-7.469/6.8593).S2S=6.859/2V=-7.469.S--1.0889.S2S=3.4296355364smp/jamB. MODEL GREENBERGNo.Speed (S)Volume (V)Density (D)ln DXi2Xi.YiA =X2 . Y - X . XYSm=-B=-11.220Perhitungan Nilai Koefisien Korelasi ( r )Menentukan Volume Maksimum(km/jam)(smp/jam)(smp/jam)Xin . X2 - (X)2A=Sm . ln Dj=1.223r=n . XiYi . Y - Xi . Yia.Untuk Kondisi D = Dj/eYiA=1.223({n . Xi2 - (Xi)2} {n . Yi2 - (Yi)2}Vm=Sm . (Dj/e)-->e =2.718135.5160045.0703.80814.503135.192A =64.385.208.5-17.929.744.336ln Dj=-0.109Vm=-11.220. (3470.313/2.718)241134632.8293.49112.189143.1446.64.385-(17.929)2Dj=3470.313(Pake Kalkulator tekan INV ln Dj)=6.744.336-17.929.208.5Vm=-14325.5954218516337148140.0273.69013.613136.514Sm . ln Dj=1.223({6.64.385- (17.929)2} {(6.8835.25-(208.5)2})Vm=-14326smp/jam450156131.2203.44111.841172.053A =1.223545148833.0673.49912.240157.434Menentukan hubungan S-D, V-D dan V-S=727.8867486123b.Untuk Kondisi D = Dj/e786.6694381877Vm=Sm . (Dj/e)-->e =2.718208.57476182.21317.92964.385744.336B =n . XY - X.YModel Hubungan S-DVm=-11.220. (3470.313/2.718)n . X2 - (X)2S=Sm . ln Dj / D=0.9252765053Vm=-14325.595421851611215942X =17.929Y =34.750S=-11.220.ln3470.313/DVm=-14326smp/jamX =2.988XY =744.336B =6.744.34-17.929.208.5S=-11.220.(ln3470.313-ln DPerhitungan Koefisien Determinasi (r2)Y =208.5X2 =64.3856.64.385-(17.929)2S=1.223--11.220. ln DJadi volume maksimum yang terjadi adalah :r2=0.8561366113Vm=-14326smp/jamB =11.220Model Hubungan V-DPada kondisi D=3470.3130/2V=Sm . D. ln Dj / DD=1735.1565smp/kmV=Sm . D. (ln Dj - ln D)V=-11.220.D.(-0.109-ln D )S=-11.220Km/JamV=1.223.D--11.220.D . ln DModel Hubungan V-SV=Dj . S . -s/sm-s/-11.220V=3470.313.S. C. MODEL UNDERWOODNo.Speed (S)Volume (V)Density (D)ln SXi2Xi.YiA =X2 . Y - X . XYDm=-1 / B=11.066=11smp/kmPerhitungan Nilai Koefisien Korelasi ( r )Menentukan Volume Maksimum(km/jam)(smp/jam)(smp/jam)Yin . X2 - (X)2A=ln Sff=0.244r=n . XiYi . Y - Xi . Yia.Untuk Kondisi D = DmXiSff=11.1451km/jam({n . Xi2 - (Xi)2} {n . Yi2 - (Yi)2}Vm=Sff . Dj . xp (-D/Dm)135.5160045.0703.8082031.343171.638A =6779.360.17.929-182.213.657.052(Pake Kalkulator tekan INV ln Sff)241134632.8293.4911077.761114.6176.6779.360-(182.213)2=6.657.052-182.213.17.929Vm=11.1451.11.xp (-11/11)337148140.0273.6901602.163147.682({6.6779.360- (182.213)2} {(6.64.385-(17.9286861976)2Vm=123.71061.0.36788450156131.2203.441974.688107.430A =0.244Menentukan hubungan S-D, V-D dan V-SVm=45.5106592068545148833.0673.4991093.404115.685=675.4667104919Vm=45.5smp/jamModel Hubungan S-D696.3450498206208.57476182.21317.9296779.360657.052B =n . XY - X.YS=Sff . - D/Dmb.Untuk Kondisi S = Sffn . X2 - (X)2- D /11=0.9700172503Vm=Sff . (Dm / )64.385X =182.213Y =2.988S=11.1451.Vm=11.1451. (11/)X =30.369XY =657.052B =6.657.052-182.213.17.929Perhitungan Koefisien Determinasi (r2)Vm=45.5106592068Y =17.929X2 =6779.3606.6779.360-(182.213)2Model Hubungan V-DVm=45.5smp/jamV=Sff . D . - D/Dmr2=0.9409334659Jadi Volume Maksimum yang terjadi adalah :45.5smp/jamB =0.090- D /11Pada KondisiV=11.1451.D. D=DmD=11smp/jamModel Hubungan V-SV=Dm . S . ln (Sff / s)S=Sff / km/jamV=11.S .ln(11.1451/S )S=km/jam

SoalSOAL :Data pengamatan volume lalu lintas pada simpang jalan Jend.Sudirman,Anggrek,Merdeka untuk interval 15 menitanWaktu pengamatanMobilMotorBecakSepedaPejalan KakiSedangTruckMobil13.00 - 13.1586044920518Waktu PengamatanSpeed (S)Volume (V)Density (D)13.15 - 13.30700427261038(km/jam)(smp/jam)(smp/jam)13.30 - 13.45820312232013.00 - 14.00603535.88313.45 - 14.001141412182014.00 - 15.00612934.80314.00 - 14.15820364151015.00 - 16.00703835.47114.15 - 14.30891358181116.00 - 17.00753404.53314.30 - 14.45631269142317.00 - 18.00682914.27914.45 - 15.0054335594515.00 - 15.159223692004Total334166024.97115.15 - 15.307113091512315.30 - 15.459803333210Motor15.45 - 16.0011904703303Waktu PengamatanSpeed (S)Volume (V)Density (D)16.00 - 16.1511004643522(km/jam)(smp/jam)(smp/jam)16.15 - 16.30764367158513.00 - 14.0035.5160045.07016.30 - 16.45671332150714.00 - 15.0041134632.82916.45 - 17.0082039829111415.00 - 16.0037148140.02717.00 - 17.15770389137416.00 - 17.0050156131.22017.15 - 17.3063536863617.00 - 18.0045148833.06717.30 - 17.45660394140317.45 - 18.007913371448Total208.57476182.213BecakWaktu PengamatanSpeed (S)Volume (V)Density (D)(km/jam)(smp/jam)(smp/jam)13.00 - 14.0010.560.95.80014.00 - 15.001139.23.56415.00 - 16.0012705.83316.00 - 17.009.565.86.92617.00 - 18.001332.92.531Total56268.824.654Mobil TruckWaktu PengamatanSpeed (S)Volume (V)Density (D)(km/jam)(smp/jam)(smp/jam)13.00 - 14.0010.568.66.53314.00 - 15.001143.43.94515.00 - 16.00129.80.81716.00 - 17.009.500.00017.00 - 18.001300.000Total56121.811.295

MobilA. MODEL GREENSHIELDNo.Waktu PengamatanSpeed (S)Volume (V)Density (D)X2A =X2 . Y - X . XYSff = A=5.871Perhitungan Nilai Koefisien Korelasi ( r )Menentukan Volume Maksimum(km/jam)(smp/jam)(smp/jam)n . X2 - (X)2Dj = -Sff/B=-0.4907r=n . XiYi . Y - Xi . Yia.Untuk Kondisi D = Dj/2YiXi.YiXiDj/Sff=-0.0836({n . Xi2 - (Xi)2} {n . Yi2 - (Yi)2}Vm=(Sff.Dj)/4113.00 - 14.00603535.88334.614A =126.486.334-24.971.1660.000Vm=(5.871.-0.4907)/4214.00 - 15.00612934.80323.0716.126.486-(24.971)2Menentukan hubungan S-D, V-D dan V-S=6.1660-24.971.334Vm=-0.7203142874315.00 - 16.00703835.47129.937({6.126.486- (24.971)2} {(6.22470-(334)2})Vm=-1smp/jam416.00 - 17.00753404.53320.551A =5.871Model Hubungan S-D517.00 - 18.00682914.27918.313S=Sff - (Sff/Dj).D=1619.7575790972b.Untuk Kondisi S = Sff/2S=5.871-(5.871/-0.4907).D1774.6544947526Vm=(Sff.Dj)/4Total334166024.971126.486B =n . XY - X.YS=5.871--11.965.DVm=(5.871.-0.4907)/4n . X2 - (X)2=0.9127171423Vm=-0.720314287422470X =24.971Y =55.667Model Hubungan S-DVm=-1smp/jamX =4.162XY =1660.000B =6.1660.0-24.971.334.000V=Sff.D - (Sff/Dj).D2Perhitungan Koefisien Determinan (r2)Y =334X2 =126.4866.126.486-(24.971)2V=5.871.D-(5.871/-0.4907).D2Jadi volume maksimum yang terjadi adalah :V=5.871.D--11.9648.D2r2=0.8330525819Vm=-1smp/jamB =11.965Pada kondisi D=-0.4907/2Model Hubungan V-SD=-0.2453621807smp/jamV=Dj.S - (Dj/Sff).S2V=-0.491.S-(-0.491/5.8714).S2S=5.871/2V=-0.491.S--0.0836.S2S=2.9357184762smp/jamB. MODEL GREENBERGNo.Speed (S)Volume (V)Density (D)ln DXi2Xi.YiA =X2 . Y - X . XYSm=-B=-39.686Perhitungan Nilai Koefisien Korelasi ( r )Menentukan Volume Maksimum(km/jam)(smp/jam)(smp/jam)Xin . X2 - (X)2A=Sm . ln Dj=2.711r=n . XiYi . Y - Xi . Yia.Untuk Kondisi D = Dj/eYiA=2.711({n . Xi2 - (Xi)2} {n . Yi2 - (Yi)2}Vm=Sm . (Dj/e)-->e =2.7181603535.8831.7723.140106.327A =12.890.334-8.006.533.241ln Dj=-0.068Vm=-39.686. (1513.227/2.718)2612934.8031.5692.46395.7276.12.890-(8.006)2Dj=1513.227(Pake Kalkulator tekan INV ln Dj)=6.533.241-8.006.334Vm=-22094.89446257123703835.4711.7002.888118.968Sm . ln Dj=2.711({6.12.890- (8.006)2} {(6.22470-(334)2})Vm=-22095smp/jam4753404.5331.5112.285113.359A =2.7115682914.2791.4542.11498.859Menentukan hubungan S-D, V-D dan V-S=525.364611011b.Untuk Kondisi D = Dj/e554.95012172Vm=Sm . (Dj/e)-->e =2.718334166024.9718.00612.890533.241B =n . XY - X.YModel Hubungan S-DVm=-39.686. (1513.227/2.718)n . X2 - (X)2S=Sm . ln Dj / D=0.9466879823Vm=-22094.8944625712557428X =8.006Y =55.667S=-39.686.ln1513.227/DVm=-22095smp/jamX =1.334XY =533.241B =6.533.24-8.006.334.0S=-39.686.(ln1513.227-ln DPerhitungan Koefisien Determinasi (r2)Y =334X2 =12.8906.12.890-(8.006)2S=2.711--39.686. ln DJadi volume maksimum yang terjadi adalah :r2=0.8962181358Vm=-22095smp/jamB =39.686Model Hubungan V-DPada kondisi D=1513.2270/2V=Sm . D. ln Dj / DD=756.6135smp/kmV=Sm . D. (ln Dj - ln D)V=-39.686.D.(-0.068-ln D )S=-39.686Km/JamV=2.711.D--39.686.D . ln DModel Hubungan V-SV=Dj . S . -s/sm-s/-39.686V=1513.227.S. C. MODEL UNDERWOODNo.Speed (S)Volume (V)Density (D)ln SXi2Xi.YiA =X2 . Y - X . XYDm=-1 / B=3.216=3smp/kmPerhitungan Nilai Koefisien Korelasi ( r )Menentukan Volume Maksimum(km/jam)(smp/jam)(smp/jam)Yin . X2 - (X)2A=ln Sff=0.040r=n . XiYi . Y - Xi . Yia.Untuk Kondisi D = DmXiSff=0.9094km/jam({n . Xi2 - (Xi)2} {n . Yi2 - (Yi)2}Vm=Sff . Dj . xp (-D/Dm)1603535.8831.77234.61410.426A =126.486.8.006-24.971.40.336(Pake Kalkulator tekan INV ln Sff)2612934.8031.56923.0717.5386.126.486-(24.971)2=6.40.336-24.971.8.006Vm=0.9094.3.xp (-3/3)3703835.4711.70029.9379.299({6.126.486- (24.971)2} {(6.12.890-(8.0062350528)2Vm=2.91008.0.367884753404.5331.51120.5516.852A =0.040Menentukan hubungan S-D, V-D dan V-SVm=1.07056023045682914.2791.45418.3136.221=42.0946135823Vm=1.1smp/jamModel Hubungan S-D42.3334219341334166024.9718.006126.48640.336B =n . XY - X.YS=Sff . - D/Dmb.Untuk Kondisi S = Sffn . X2 - (X)2- D /3=0.9943588696Vm=Sff . (Dm / )12.890X =24.971Y =1.334S=0.9094.Vm=0.9094. (3/)X =4.162XY =40.336B =6.40.336-24.971.8.006Perhitungan Koefisien Determinasi (r2)Vm=1.0705602304Y =8.006X2 =126.4866.126.486-(24.971)2Model Hubungan V-DVm=1.1smp/jamV=Sff . D . - D/Dmr2=0.9887495616Jadi Volume Maksimum yang terjadi adalah :1.1smp/jamB =0.311- D /3Pada KondisiV=0.9094.D. D=DmD=3smp/jamModel Hubungan V-SV=Dm . S . ln (Sff / s)S=Sff / km/jamV=3.S .ln(0.9094/S )S=km/jam

KesimpulanKesimpulan :Menentukan model yang terbaik :1.Model yang terbaik untuk hubungan S - D adalah Model Underwood dengankoefisien Determinasi r2 :Mobil:0.9887495616Motor:0.9409334659Becak:0.97618818372.Model yang terbaik untuk hubungan V - D adalah Model Underwood dengankoefisien Determinasi r2 :Mobil:0.9887495616Motor:0.9409334659Becak:0.97618818373.Tidak ada model yang terbaik untuk hubungan V - S, akan tetapi model Underwoodmemberikan bias / tingkat kesalahan yang lebih kecil

ANDIKASOAL :andikaData pengamatan volume lalu lintas pada simpang jalan Jend. Sudirman - Binturuuntuk interval 15 menitanWaktu pengamatanMobilMotorBecakSepedaPejalan KakiSedangTruck13.00 - 13.1530015550613.15 - 13.30270130761413.30 - 13.45370121111013.45 - 14.0041014071014.00 - 14.1527013570014.15 - 14.3030012050014.30 - 14.4522110071014.45 - 15.0015015040115.00 - 15.1535114170215.15 - 15.3026111446115.30 - 15.45320120190015.45 - 16.00460178110016.00 - 16.15330162121116.15 - 16.3029214272316.30 - 16.4528012070116.45 - 17.003001401271117.00 - 17.1532013054217.15 - 17.3026213533317.30 - 17.4524012560317.45 - 18.00280115526

ESTHISOAL :esthiData pengamatan volume lalu lintas pada simpang jalan Merdeka - Anggrekuntuk interval 15 menitanWaktu pengamatanMobilMotorBecakSepedaPejalan KakiSedangTruck13.00 - 13.151609664413.15 - 13.301101221442413.30 - 13.45904290013.45 - 14.001408071014.00 - 14.152205731014.15 - 14.301317190114.30 - 14.45704231014.45 - 15.00812940015.00 - 15.151115460215.15 - 15.301104166115.30 - 15.451606280015.45 - 16.00906590016.00 - 16.1518097121116.15 - 16.301816661216.30 - 16.451107140116.45 - 17.0018095124217.00 - 17.151109153217.15 - 17.30226230317.30 - 17.451209660017.45 - 18.0018065521

NURGANINISOAL :niniData pengamatan volume lalu lintas pada simpang jalan Binturu - Jend. Sudirmanuntuk interval 15 menitanWaktu pengamatanMobilMotorBecakSepedaPejalan KakiSedangTruck13.00 - 13.1535016571213.15 - 13.3029014520013.30 - 13.4534012321013.45 - 14.0051015320014.00 - 14.1529015030014.15 - 14.3039014541014.30 - 14.4531011130314.45 - 15.0028115702415.00 - 15.1542015160015.15 - 15.3029012410115.30 - 15.4546012421015.45 - 16.0062019770316.00 - 16.1544017350016.15 - 16.3026113914016.30 - 16.4525112320516.45 - 17.0030014020117.00 - 17.1532013710017.15 - 17.3028114500017.30 - 17.4525014000017.45 - 18.00291135101

EMILSOAL :emilData pengamatan volume lalu lintas pada simpang jalan Anggrek - Merdekauntuk interval 15 menitanWaktu pengamatanMobilMotorBecakSepedaPejalan KakiSedangTruck13.00 - 13.15503320613.15 - 13.30303030013.30 - 13.45202610013.45 - 14.00813920014.00 - 14.15402220014.15 - 14.30702200014.30 - 14.45301610014.45 - 15.00311912015.00 - 15.15402310015.15 - 15.30503040015.30 - 15.45402730015.45 - 16.00203060016.00 - 16.151503260016.15 - 16.30302011016.30 - 16.45301820016.45 - 17.00402330017.00 - 17.15203120017.15 - 17.30702600017.30 - 17.45503320017.45 - 18.004022300