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ESTUDIO DE TRÁFICO. AREA INDUSTRIAL

IBARZAHARRA 01 AI-IB-RM-01. TRAPAGARAN- BIZKAIA

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ANEJO 5: CALCULO DE INTERSECCIONES



Anejo 05. Cálculo Intersecciones D U R R U T I X X I

TR4108-ET-AX-05-CÁLCULO-DE-INTERSECCIONES-Ed2.docx 1 de 31

1. INTERSECCION 01

1.1. INTERSECCION 01. SITUACION ACTUAL. SEMAFORO

Interseccion 01. Actual Semaforo Table S.0 - TRAFFIC FLOW DATA ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Flow LV HV LV HV LV HV Factor ------------------------------------------------------------------------ VEHICLES Demand flows in veh/hour as used by the program South: S. BI-3746. Ugarte 1 92 5 22 1 0 0 1.00 0.90 3 0 0 0 0 185 28 1.00 0.90 ------------------------------------------------------------------------ East: E. BI-745. Barakaldo 4 89 8 206 48 0 0 1.00 0.90 6 0 0 0 0 66 1 1.00 0.90 ------------------------------------------------------------------------ North: N. BI-3746. Sestao 7 34 1 69 2 0 0 1.00 0.90 9 0 0 0 0 32 1 1.00 0.90 ------------------------------------------------------------------------ West: W. BI-745. Trapagaran 10 153 0 204 18 0 0 1.00 0.90 12 0 0 0 0 81 2 1.00 0.90 ------------------------------------------------------------------------ PEDESTRIANS Flow (ped/hour) 51 6 1.00 0.90 53 6 1.00 0.90 55 6 1.00 0.90 57 6 1.00 0.90 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values. _______________________________________________________________________________ Table S.2 - MOVEMENT CAPACITY PARAMETERS ------------------------------------------------------------------------------ Mov Dem Satn Flow Flow Ratio Total Prac. Prac. Lane Deg. No. Flow ----------- ---------- Cap. Deg. Spare Util Satn (veh 1st 2nd 1st 2nd (veh Satn Cap. /h) Grn Grn Grn Grn /h) xp (%) (%) x ------------------------------------------------------------------------------ South: S. BI-3746. Ugarte 1 LT 120 568 0.211 241 0.90 81 100 0.498 3 R 213 1009 0.211 428 0.90 81 100 0.497 ------------------------------------------------------------------------------ East: E. BI-745. Barakaldo 4 LT 351 1313 0.267 607 0.90 56 100 0.578 6 R 67 251 0.267 116 0.90 56 100 0.577 ------------------------------------------------------------------------------ North: N. BI-3746. Sestao 7 LT 106 1248 0.085 530 0.90 350 100 0.200 9 R 33 388 0.085 165 0.90 349 100 0.200 ------------------------------------------------------------------------------ West: W. BI-745. Trapagaran 10 LT 375 1218 0.308 563 0.90 35 100 0.666 12 R 83 269 0.309 124 0.90 35 100 0.667* ------------------------------------------------------------------------------

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Anejo 05. Cálculo Intersecciones

2 de 31 TR4108-ET-AX-05-CÁLCULO-DE-INTERSECCIONES-Ed2.docx

Pedestrians 51 6 12000 0.001 679 0.90 100 0.009 53 6 12000 0.001 679 0.90 100 0.009 55 6 12000 0.001 679 0.90 100 0.009 57 6 12000 0.001 679 0.90 100 0.009 ------------------------------------------------------------------------------ _______________________________________________________________________________ Table S.15 - CAPACITY AND LEVEL OF SERVICE -------------------------------------------------------------- Mov Mov Green Time Total Total Deg. Aver. LOS No. Typ Ratio (g/C) Flow Cap. of Delay ------------ (veh (veh Satn 1st 2nd /h) /h) (v/c) (sec) grn grn -------------------------------------------------------------- South: S. BI-3746. Ugarte 1 LT 0.425* 120 241 0.498 32.5 C 3 R 0.425 213 428 0.497 34.4 C ------------------------------------------------ 333 669 0.498 33.7 C -------------------------------------------------------------- East: E. BI-745. Barakaldo 4 LT 0.462 351 607 0.578 26.0 C 6 R 0.462 67 116 0.577 32.5 C ------------------------------------------------ 418 723 0.578 27.1 C -------------------------------------------------------------- North: N. BI-3746. Sestao 7 LT 0.425 106 530 0.200 24.3 C 9 R 0.425 33 165 0.200 30.3 C ------------------------------------------------ 139 695 0.200 25.7 C -------------------------------------------------------------- West: W. BI-745. Trapagaran 10 LT 0.462 375 563 0.666 28.6 C 12 R 0.462* 83 124 0.667* 34.0 C ------------------------------------------------ 458 687 0.667 29.6 C -------------------------------------------------------------- Pedestrians 51 (Ped) 0.057 6 679 0.009 47.2 E 53 (Ped) 0.057 6 679 0.009 47.2 E 55 (Ped) 0.057 6 679 0.009 47.2 E 57 (Ped) 0.057 6 679 0.009 47.2 E ------------------------------------------------ 24 2717 0.009 47.2 E -------------------------------------------------------------- ALL VEHICLES: 1348 2774 0.667 29.4 C -------------------------------------------------------------- INTERSECTION (persons): 2046 2774 0.667 29.6 -------------------------------------------------------------- Level of Service calculations are based on average control delay including geometric delay (HCM criteria), independent of the current delay definition used. For the criteria, refer to the "Level of Service" topic in the aaSIDRA Output Guide or the Output section of the on-line help. Intersection capacity is calculated considering vehicle movements only. * Maximum v/c ratio, or critical green periods _______________________________________________________________________________





Table D.0 - GEOMETRIC DELAY DATA --------------------------------------------------------------- Negn Negn Negn Appr. Downstream From To Radius Speed Dist. Dist. Distance Approach Approach (m) (km/h) (m) (m) (m) --------------------------------------------------------------- South: S. BI-3746. Ugarte East 10.0 18.2 15.7 500 114 North S 60.0 10.6 500 108 West 7.1 15.4 11.1 500 106 --------------------------------------------------------------- East: E. BI-745. Barakaldo South 7.1 15.4 11.1 500 108 North 10.0 18.4 15.7 500 104 West S 60.0 10.6 500 122 --------------------------------------------------------------- North: N. BI-3746. Sestao South S 60.0 10.6 500 109 East 7.1 15.5 11.1 500 102 West 10.0 18.5 15.7 500 103 --------------------------------------------------------------- West: W. BI-745. Trapagaran South 10.0 18.4 15.7 500 105 East S 60.0 10.6 500 113 North 7.1 15.5 11.1 500 102 --------------------------------------------------------------- Downstream distance is distance travelled from the stopline until exit cruise speed is reached (includes negotiation distance). Acceleration distance is weighted for light and heavy vehicles. The same distance applies for both stopped and unstopped vehicles. _______________________________________________________________________________ Table D.1 - LANE DELAYS --------------------------------------------------------------------------- --------------- Delay (seconds/veh) ---------------- Deg. Stop-line Delay Acc. Queuing Stopd Lane Mov Satn 1st 2nd Total Dec. Total MvUp (Idle) Geom Control No. No. x d1 d2 dSL dn dq dqm di dig dic --------------------------------------------------------------------------- South: S. BI-3746. Ugarte 1 LTR 1, 0.497 24.9 0.0 24.9 3.0 21.9 0.0 21.9 7.6 33.7 3 9.5 --------------------------------------------------------------------------- East: E. BI-745. Barakaldo 1 LTR 4, 0.578 23.4 0.0 23.4 5.0 18.5 0.0 18.5 2.6 27.1 6 9.1 --------------------------------------------------------------------------- North: N. BI-3746. Sestao 1 LTR 7, 0.200 21.3 0.0 21.3 3.9 17.3 0.0 17.3 3.0 25.7 9 9.0 --------------------------------------------------------------------------- West: W. BI-745. Trapagaran 1 LTR 10, 0.666 24.9 0.0 24.9 4.8 20.1 0.0 20.1 3.7 29.6 12 9.1 --------------------------------------------------------------------------- dn is average stop-start delay for all vehicles queued and unqueued _______________________________________________________________________________

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Table D.2 - LANE STOPS ------------------------------------------------------- Queue Deg. -- Effective Stop Rate -- Prop. Move-up Lane Satn Geom. Overall Queued Rate No. x he1 he2 hig h pq hqm ------------------------------------------------------- South: S. BI-3746. Ugarte 1 LTR 0.497 0.66 0.00 0.16 0.82 0.761 0.00 ------------------------------------------------------- East: E. BI-745. Barakaldo 1 LTR 0.578 0.68 0.00 0.07 0.75 0.770 0.00 ------------------------------------------------------- North: N. BI-3746. Sestao 1 LTR 0.200 0.53 0.00 0.12 0.66 0.646 0.00 ------------------------------------------------------- West: W. BI-745. Trapagaran 1 LTR 0.666 0.73 0.00 0.07 0.80 0.818 0.00 ------------------------------------------------------- hg is the average value for all movements in a shared lane hqm is average queue move-up rate for all vehicles queued and unqueued _______________________________________________________________________________ Table D.3 - LANE QUEUES --------------------------------------------------------------------------- Deg. Ovrfl. Average (veh) Percentile (veh) Queue Lane Satn Queue ----------------- ----------------------------- Stor. No. x No Nb1 Nb2 Nb 70% 85% 90% 95% 98% Ratio --------------------------------------------------------------------------- South: S. BI-3746. Ugarte 1 LTR 0.497 0.0 7.7 0.0 7.7 9.1 11.8 12.9 14.6 17.4 0.22 --------------------------------------------------------------------------- East: E. BI-745. Barakaldo 1 LTR 0.578 0.0 9.7 0.0 9.7 11.5 14.7 16.0 18.0 21.1 0.28 --------------------------------------------------------------------------- North: N. BI-3746. Sestao 1 LTR 0.200 0.0 2.8 0.0 2.8 3.3 4.3 4.8 5.5 6.9 0.08 --------------------------------------------------------------------------- West: W. BI-745. Trapagaran 1 LTR 0.666 0.0 11.3 0.0 11.3 13.3 17.0 18.4 20.6 24.0 0.30 ---------------------------------------------------------------------------





1.2. INTERSECCION 01. SITUACION FUTURA. SEMAFORO

Interseccion 01. Futuro Semaforo Table S.0 - TRAFFIC FLOW DATA ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Flow LV HV LV HV LV HV Factor ------------------------------------------------------------------------ VEHICLES Demand flows in veh/hour as used by the program South: S. BI-3746. Ugarte 1 103 5 20 1 0 0 1.00 0.90 3 0 0 0 0 172 26 1.00 0.90 ------------------------------------------------------------------------ East: E. BI-745. Barakaldo 4 216 19 206 48 0 0 1.00 0.90 6 0 0 0 0 64 1 1.00 0.90 ------------------------------------------------------------------------ North: N. BI-3746. Sestao 7 33 1 94 3 0 0 1.00 0.90 9 0 0 0 0 36 1 1.00 0.90 ------------------------------------------------------------------------ West: W. BI-745. Trapagaran 10 192 0 377 33 0 0 1.00 0.90 12 0 0 0 0 172 5 1.00 0.90 ------------------------------------------------------------------------ PEDESTRIANS Flow (ped/hour) 51 6 1.00 0.90 53 6 1.00 0.90 55 6 1.00 0.90 57 6 1.00 0.90 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values. Table S.2 - MOVEMENT CAPACITY PARAMETERS ------------------------------------------------------------------------------ Mov Dem Satn Flow Flow Ratio Total Prac. Prac. Lane Deg. No. Flow ----------- ---------- Cap. Deg. Spare Util Satn (veh 1st 2nd 1st 2nd (veh Satn Cap. /h) Grn Grn Grn Grn /h) xp (%) (%) x ------------------------------------------------------------------------------ South: S. BI-3746. Ugarte 1 LT 129 610 0.211 259 0.90 81 100 0.498 3 R 198 936 0.212 397 0.90 81 100 0.498 ------------------------------------------------------------------------------ East: E. BI-745. Barakaldo 4 LT 489 1192 0.410 551 0.90 1 100 0.887 6 R 65 158 0.411 73 0.90 1 100 0.890 ------------------------------------------------------------------------------ North: N. BI-3746. Sestao 7 LT 131 1303 0.101 553 0.90 280 100 0.237 9 R 37 368 0.101 156 0.90 280 100 0.237 ------------------------------------------------------------------------------ West: W. BI-745. Trapagaran 10 LT 602 1228 0.490 568 0.90 -15 100 1.060 12 R 177 361 0.490 167 0.90 -15 100 1.061* ------------------------------------------------------------------------------ Pedestrians 51 6 12000 0.001 679 0.90 100 0.009 53 6 12000 0.001 679 0.90 100 0.009 55 6 12000 0.001 679 0.90 100 0.009

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57 6 12000 0.001 679 0.90 100 0.009 ------------------------------------------------------------------------------ Table S.15 - CAPACITY AND LEVEL OF SERVICE -------------------------------------------------------------- Mov Mov Green Time Total Total Deg. Aver. LOS No. Typ Ratio (g/C) Flow Cap. of Delay ------------ (veh (veh Satn 1st 2nd /h) /h) (v/c) (sec) grn grn -------------------------------------------------------------- South: S. BI-3746. Ugarte 1 LT 0.425 129 259 0.498 32.9 C 3 R 0.425* 198 397 0.498 34.5 C ------------------------------------------------ 327 656 0.498 33.8 C -------------------------------------------------------------- East: E. BI-745. Barakaldo 4 LT 0.462 489 551 0.887 38.2 D 6 R 0.462 65 73 0.890 42.8 D ------------------------------------------------ 554 624 0.890 38.8 D -------------------------------------------------------------- North: N. BI-3746. Sestao 7 LT 0.425 131 553 0.237 24.0 C 9 R 0.425 37 156 0.237 30.7 C ------------------------------------------------ 168 709 0.237 25.5 C -------------------------------------------------------------- West: W. BI-745. Trapagaran 10 LT 0.462 602 568 1.060 82.5 F 12 R 0.462* 177 167 1.061* 88.7 F ------------------------------------------------ 779 735 1.061 83.9 F -------------------------------------------------------------- Pedestrians 51 (Ped) 0.057 6 679 0.009 47.2 E 53 (Ped) 0.057 6 679 0.009 47.2 E 55 (Ped) 0.057 6 679 0.009 47.2 E 57 (Ped) 0.057 6 679 0.009 47.2 E ------------------------------------------------ 24 2717 0.009 47.2 E -------------------------------------------------------------- ALL VEHICLES: 1828 2724 1.061 55.9 E -------------------------------------------------------------- INTERSECTION (persons): 2766 2724 1.061 55.8 -------------------------------------------------------------- Level of Service calculations are based on average control delay including geometric delay (HCM criteria), independent of the current delay definition used. For the criteria, refer to the "Level of Service" topic in the aaSIDRA Output Guide or the Output section of the on-line help. Intersection capacity is calculated considering vehicle movements only. * Maximum v/c ratio, or critical green periods Table D.0 - GEOMETRIC DELAY DATA --------------------------------------------------------------- Negn Negn Negn Appr. Downstream From To Radius Speed Dist. Dist. Distance Approach Approach (m) (km/h) (m) (m) (m) --------------------------------------------------------------- South: S. BI-3746. Ugarte





East 10.0 18.2 15.7 500 114 North S 60.0 10.6 500 108 West 7.1 15.4 11.1 500 106 --------------------------------------------------------------- East: E. BI-745. Barakaldo South 7.1 15.4 11.1 500 108 North 10.0 18.4 15.7 500 104 West S 60.0 10.6 500 122 --------------------------------------------------------------- North: N. BI-3746. Sestao South S 60.0 10.6 500 109 East 7.1 15.5 11.1 500 102 West 10.0 18.5 15.7 500 103 --------------------------------------------------------------- West: W. BI-745. Trapagaran South 10.0 18.4 15.7 500 105 East S 60.0 10.6 500 113 North 7.1 15.5 11.1 500 102 --------------------------------------------------------------- Downstream distance is distance travelled from the stopline until exit cruise speed is reached (includes negotiation distance). Acceleration distance is weighted for light and heavy vehicles. The same distance applies for both stopped and unstopped vehicles. Table D.1 - LANE DELAYS --------------------------------------------------------------------------- --------------- Delay (seconds/veh) ---------------- Deg. Stop-line Delay Acc. Queuing Stopd Lane Mov Satn 1st 2nd Total Dec. Total MvUp (Idle) Geom Control No. No. x d1 d2 dSL dn dq dqm di dig dic --------------------------------------------------------------------------- South: S. BI-3746. Ugarte 1 LTR 1, 0.498 25.0 0.0 25.0 3.0 22.0 0.0 22.0 7.9 33.8 3 9.5 --------------------------------------------------------------------------- East: E. BI-745. Barakaldo 1 LTR 4, 0.887 29.4 4.3 33.7 5.4 28.2 0.5 27.7 4.5 38.8 6 9.1 --------------------------------------------------------------------------- North: N. BI-3746. Sestao 1 LTR 7, 0.237 21.7 0.0 21.7 4.3 17.4 0.0 17.4 2.4 25.5 9 9.0 --------------------------------------------------------------------------- West: W. BI-745. Trapagaran 1 LTR 10, 1.060 32.1 47.5 79.6 6.1 73.5 3.5 70.0 2.9 83.9 12 9.1 --------------------------------------------------------------------------- dn is average stop-start delay for all vehicles queued and unqueued Table D.2 - LANE STOPS ------------------------------------------------------- Queue Deg. -- Effective Stop Rate -- Prop. Move-up Lane Satn Geom. Overall Queued Rate No. x he1 he2 hig h pq hqm ------------------------------------------------------- South: S. BI-3746. Ugarte 1 LTR 0.498 0.66 0.00 0.16 0.82 0.762 0.00 ------------------------------------------------------- East: E. BI-745. Barakaldo 1 LTR 0.887 0.87 0.05 0.01 0.94 0.966 0.07

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------------------------------------------------------- North: N. BI-3746. Sestao 1 LTR 0.237 0.55 0.00 0.10 0.65 0.659 0.00 ------------------------------------------------------- West: W. BI-745. Trapagaran 1 LTR 1.060 0.92 0.39 0.00 1.31 1.000 0.46 ------------------------------------------------------- hg is the average value for all movements in a shared lane hqm is average queue move-up rate for all vehicles queued and unqueued Table D.3 - LANE QUEUES --------------------------------------------------------------------------- Deg. Ovrfl. Average (veh) Percentile (veh) Queue Lane Satn Queue ----------------- ----------------------------- Stor. No. x No Nb1 Nb2 Nb 70% 85% 90% 95% 98% Ratio --------------------------------------------------------------------------- South: S. BI-3746. Ugarte 1 LTR 0.498 0.0 7.6 0.0 7.6 9.0 11.6 12.7 14.3 17.1 0.22 --------------------------------------------------------------------------- East: E. BI-745. Barakaldo 1 LTR 0.887 0.6 16.1 1.3 17.5 20.4 25.7 27.4 30.2 34.3 0.47 --------------------------------------------------------------------------- North: N. BI-3746. Sestao 1 LTR 0.237 0.0 3.4 0.0 3.4 4.0 5.3 5.9 6.8 8.4 0.10 --------------------------------------------------------------------------- West: W. BI-745. Trapagaran 1 LTR 1.060 9.3 24.8 12.1 36.9 42.0 51.2 54.0 58.2 64.9 0.85 ---------------------------------------------------------------------------

1.3. INTERSECCION 01. SITUACION ACTUAL. ROTONDA

Interseccion 01. Actual Table S.0 - TRAFFIC FLOW DATA ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Flow LV HV LV HV LV HV Factor ------------------------------------------------------------------------ VEHICLES Demand flows in veh/hour as used by the program South: S: BI-3746. Ugarte 1 108 7 0 0 0 0 1.00 0.90 2 0 0 20 2 0 0 1.00 0.90 3 0 0 0 0 198 14 1.00 0.90 ------------------------------------------------------------------------ East: E: BI-745 Barakaldo 4 88 9 0 0 0 0 1.00 0.90 5 0 0 233 21 0 0 1.00 0.90 6 0 0 0 0 66 2 1.00 0.90 ------------------------------------------------------------------------ North: N: BI-3746 Sestao 7 33 1 68 3 31 1 1.00 0.90 ------------------------------------------------------------------------ West: W: BI-745 Trapagaran 10 153 0 0 0 0 0 1.00 0.90 11 0 0 213 9 0 0 1.00 0.90 12 0 0 0 0 78 3 1.00 0.90 ------------------------------------------------------------------------ Based on unit time = 60 minutes.





Flow Scale and Peak Hour Factor effects included in flow values. _______________________________________________________________________________ Table S.2 - MOVEMENT CAPACITY PARAMETERS -------------------------------------------------------------------- Mov Dem Total %HV Adjust. Total Prac. Prac. Lane Deg. No. Flow Opng Opng Cap. Deg. Spare Util Satn (veh Flow Flow (veh Satn Cap. /h) (veh/h) (pcu/h) /h) xp (%) (%) x -------------------------------------------------------------------- South: S: BI-3746. Ugarte 1 L 115 410 2.4 410 763 0.85 464 72 0.151 2 T 22 410 2.4 410 146 0.85 464 72 0.151 3 R 212 410 2.4 410 1007< 0.85 304 100 0.211* -------------------------------------------------------------------- East: E: BI-745 Barakaldo 4 L 97 290 3.1 290 464 0.85 307 100 0.209 5 T 254 290 3.1 290 1216< 0.85 307 100 0.209 6 R 68 290 3.1 290 326< 0.85 308 100 0.209 -------------------------------------------------------------------- North: N: BI-3746 Sestao 7 LTR 137 466 7.9 479 1840< 0.85 1042 100 0.074 -------------------------------------------------------------------- West: W: BI-745 Trapagaran 10 L 153 220 6.6 223 836 0.85 364 100 0.183 11 T 222 220 6.6 223 1213 0.85 364 100 0.183 12 R 81 220 6.6 223 443 0.85 365 100 0.183 -------------------------------------------------------------------- < Reduced saturation flow due to a short lane effect _______________________________________________________________________________ Table S.15 - CAPACITY AND LEVEL OF SERVICE -------------------------------------------------- Mov Mov Total Total Deg. Aver. LOS No. Typ Flow Cap. of Delay (veh (veh Satn /h) /h) (v/c) (sec) -------------------------------------------------- South: S: BI-3746. Ugarte 1 L 115 763 0.151 14.6 B 2 T 22 146 0.151 5.6 A 3 R 212 1007< 0.211* 7.3 A ------------------------------------ 349 1916 0.211 9.6 A -------------------------------------------------- East: E: BI-745 Barakaldo 4 L 97 464 0.209 13.4 B 5 T 254 1216< 0.209 5.0 A 6 R 68 326< 0.209 7.1 A ------------------------------------ 419 2006 0.209 7.3 A -------------------------------------------------- North: N: BI-3746 Sestao 7 LTR 137 1840< 0.074 7.5 A ------------------------------------ 137 1840 0.074 7.5 A -------------------------------------------------- West: W: BI-745 Trapagaran 10 L 153 836 0.183 12.6 B 11 T 222 1213 0.183 3.4 A 12 R 81 443 0.183 5.3 A ------------------------------------ 456 2492 0.183 6.9 A --------------------------------------------------

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ALL VEHICLES: 1361 8253 0.211 7.8 A -------------------------------------------------- Level of Service calculations are based on average control delay including geometric delay (HCM criteria), independent of the current delay definition used. For the criteria, refer to the "Level of Service" topic in the aaSIDRA Output Guide or the Output section of the on-line help. < Reduced capacity due to a short lane effect * Maximum v/c ratio, or critical green periods _______________________________________________________________________________ Table D.0 - GEOMETRIC DELAY DATA --------------------------------------------------------------- Negn Negn Negn Appr. Downstream From To Radius Speed Dist. Dist. Distance Approach Approach (m) (km/h) (m) (m) (m) --------------------------------------------------------------- South: S: BI-3746. Ugarte South 21.2 26.7 116.3 500 163 East 36.0 34.8 19.4 500 110 North 57.3 43.8 47.1 500 117 West 19.0 25.3 74.6 500 163 SouthWest 19.0 25.5 89.5 500 163 --------------------------------------------------------------- East: E: BI-745 Barakaldo South 21.7 27.0 85.2 500 169 East 21.2 26.9 116.3 500 169 North 36.0 35.0 19.4 500 107 West 57.3 43.8 47.1 500 116 SouthWest 19.0 25.5 59.7 500 116 --------------------------------------------------------------- North: N: BI-3746 Sestao South 69.8 48.6 55.0 500 115 East 21.7 27.1 85.2 500 164 North 21.2 26.9 116.3 500 164 West 36.0 35.0 19.4 500 107 SouthWest 57.3 44.2 35.4 500 115 --------------------------------------------------------------- West: W: BI-745 Trapagaran South 48.8 40.6 24.0 500 111 East 69.8 48.6 55.0 500 114 North 21.7 27.2 85.2 500 162 West 21.2 26.9 116.3 500 162 SouthWest 25.8 29.7 10.0 500 111 --------------------------------------------------------------- Downstream distance is distance travelled from the stopline until exit cruise speed is reached (includes negotiation distance). Acceleration distance is weighted for light and heavy vehicles. The same distance applies for both stopped and unstopped vehicles. _______________________________________________________________________________ Table D.1 - LANE DELAYS --------------------------------------------------------------------------- --------------- Delay (seconds/veh) ---------------- Deg. Stop-line Delay Acc. Queuing Stopd Lane Mov Satn 1st 2nd Total Dec. Total MvUp (Idle) Geom Control No. No. x d1 d2 dSL dn dq dqm di dig dic --------------------------------------------------------------------------- South: S: BI-3746. Ugarte 1 LT 1, 0.151 1.9 0.0 1.9 2.4 0.0 0.0 0.0 12.6 13.1 2 3.7 2 R 2, 0.211 1.6 0.0 1.6 2.7 0.0 0.0 0.0 0.0 7.3 3 5.7





--------------------------------------------------------------------------- East: E: BI-745 Barakaldo 1 LT 4, 0.209 1.3 0.0 1.3 2.6 0.0 0.0 0.0 12.1 8.3 5 3.7 2 TR 5, 0.209 1.5 0.0 1.5 2.8 0.0 0.0 0.0 3.7 5.9 6 5.6 --------------------------------------------------------------------------- North: N: BI-3746 Sestao 1 LT 7 0.074 1.8 0.0 1.8 3.0 0.0 0.0 0.0 6.7 8.5 2 TR 7 0.074 2.1 0.0 2.1 3.2 0.0 0.0 0.0 4.2 6.2 --------------------------------------------------------------------------- West: W: BI-745 Trapagaran 1 LT 10, 0.183 0.9 0.0 0.9 2.0 0.0 0.0 0.0 11.8 9.2 11 2.5 2 TR 11, 0.183 1.0 0.0 1.0 2.6 0.0 0.0 0.0 2.5 4.2 12 4.3 --------------------------------------------------------------------------- dn is average stop-start delay for all vehicles queued and unqueued _______________________________________________________________________________ Table D.2 - LANE STOPS ------------------------------------------------------- Queue Deg. -- Effective Stop Rate -- Prop. Move-up Lane Satn Geom. Overall Queued Rate No. x he1 he2 hig h pq hqm ------------------------------------------------------- South: S: BI-3746. Ugarte 1 LT 0.151 0.35 0.00 0.35 0.70 0.462 0.00 2 R 0.211 0.34 0.00 0.26 0.60 0.447 0.00 ------------------------------------------------------- East: E: BI-745 Barakaldo 1 LT 0.209 0.26 0.00 0.28 0.54 0.408 0.00 2 TR 0.209 0.28 0.00 0.22 0.51 0.419 0.00 ------------------------------------------------------- North: N: BI-3746 Sestao 1 LT 0.074 0.31 0.00 0.24 0.54 0.464 0.00 2 TR 0.074 0.33 0.00 0.19 0.53 0.477 0.00 ------------------------------------------------------- West: W: BI-745 Trapagaran 1 LT 0.183 0.19 0.00 0.35 0.54 0.340 0.00 2 TR 0.183 0.20 0.00 0.19 0.39 0.355 0.00 ------------------------------------------------------- hg is the average value for all movements in a shared lane hqm is average queue move-up rate for all vehicles queued and unqueued _______________________________________________________________________________ Table D.3 - LANE QUEUES --------------------------------------------------------------------------- Deg. Ovrfl. Average (veh) Percentile (veh) Queue Lane Satn Queue ----------------- ----------------------------- Stor. No. x No Nb1 Nb2 Nb 70% 85% 90% 95% 98% Ratio --------------------------------------------------------------------------- South: S: BI-3746. Ugarte 1 LT 0.151 0.0 0.3 0.0 0.3 0.5 0.6 0.7 0.8 1.0 0.01 2 R 0.211 0.0 0.4 0.0 0.4 0.7 0.8 0.9 1.1 1.3 0.27 --------------------------------------------------------------------------- East: E: BI-745 Barakaldo 1 LT 0.209 0.0 0.4 0.0 0.4 0.8 0.9 1.1 1.3 1.5 0.02 2 TR 0.209 0.0 0.3 0.0 0.3 0.6 0.7 0.8 1.0 1.2 0.30 --------------------------------------------------------------------------- North: N: BI-3746 Sestao 1 LT 0.074 0.0 0.1 0.0 0.1 0.2 0.3 0.3 0.4 0.5 0.01

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2 TR 0.074 0.0 0.1 0.0 0.1 0.2 0.3 0.3 0.4 0.4 0.11 --------------------------------------------------------------------------- West: W: BI-745 Trapagaran 1 LT 0.183 0.0 0.4 0.0 0.4 0.7 0.8 0.9 1.1 1.3 0.02 2 TR 0.183 0.0 0.3 0.0 0.3 0.7 0.8 0.9 1.1 1.3 0.02 ---------------------------------------------------------------------------





1.4. INTERSECCION 01. SITUACION FUTURA. ROTONDA

Interseccion 01. Futura. Roundabout Table S.0 - TRAFFIC FLOW DATA ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Flow LV HV LV HV LV HV Factor ------------------------------------------------------------------------ VEHICLES Demand flows in veh/hour as used by the program South: S: BI-3746. Ugarte 1 262 6 0 0 0 0 1.00 0.90 2 0 0 20 2 0 0 1.00 0.90 3 0 0 0 0 198 14 1.00 0.90 ------------------------------------------------------------------------ East: E: BI-745 Barakaldo 4 236 9 0 0 0 0 1.00 0.90 5 0 0 254 21 0 0 1.00 0.90 6 0 0 0 0 66 2 1.00 0.90 ------------------------------------------------------------------------ North: N: BI-3746 Sestao 7 33 1 97 3 37 1 1.00 0.90 ------------------------------------------------------------------------ West: W: BI-745 Trapagaran 10 228 0 0 0 0 0 1.00 0.90 11 0 0 410 9 0 0 1.00 0.90 12 0 0 0 0 178 3 1.00 0.90 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values. Table S.2 - MOVEMENT CAPACITY PARAMETERS -------------------------------------------------------------------- Mov Dem Total %HV Adjust. Total Prac. Prac. Lane Deg. No. Flow Opng Opng Cap. Deg. Spare Util Satn (veh Flow Flow (veh Satn Cap. /h) (veh/h) (pcu/h) /h) xp (%) (%) x -------------------------------------------------------------------- South: S: BI-3746. Ugarte 1 L 268 681 1.5 681 891 0.85 183 100 0.301 2 T 22 681 1.5 681 73 0.85 182 100 0.301 3 R 212 681 1.5 681 705 0.85 183 100 0.301 -------------------------------------------------------------------- East: E: BI-745 Barakaldo 4 L 245 518 1.5 518 791 0.85 174 100 0.310 5 T 275 518 1.5 518 887 0.85 174 100 0.310 6 R 68 518 1.5 518 219 0.85 174 100 0.311 -------------------------------------------------------------------- North: N: BI-3746 Sestao 7 LTR 172 823 4.3 823 1544 0.85 663 100 0.111 -------------------------------------------------------------------- West: W: BI-745 Trapagaran 10 L 228 532 2.5 532 534 0.85 99 100 0.427* 11 T 419 532 2.5 532 981 0.85 99 100 0.427* 12 R 181 532 2.5 532 424 0.85 99 100 0.427* -------------------------------------------------------------------- Table S.15 - CAPACITY AND LEVEL OF SERVICE -------------------------------------------------- Mov Mov Total Total Deg. Aver. LOS

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No. Typ Flow Cap. of Delay (veh (veh Satn /h) /h) (v/c) (sec) -------------------------------------------------- South: S: BI-3746. Ugarte 1 L 268 891 0.301 16.3 B 2 T 22 73 0.301 7.0 A 3 R 212 705 0.301 9.0 A ------------------------------------ 502 1669 0.301 12.8 B -------------------------------------------------- East: E: BI-745 Barakaldo 4 L 245 791 0.310 14.8 B 5 T 275 887 0.310 6.6 A 6 R 68 219 0.311 8.6 A ------------------------------------ 588 1897 0.311 10.2 B -------------------------------------------------- North: N: BI-3746 Sestao 7 LTR 172 1544 0.111 9.3 A ------------------------------------ 172 1544 0.111 9.3 A -------------------------------------------------- West: W: BI-745 Trapagaran 10 L 228 534 0.427* 15.4 B 11 T 419 981 0.427* 6.7 A 12 R 181 424 0.427* 9.0 A ------------------------------------ 828 1939 0.427 9.6 A -------------------------------------------------- ALL VEHICLES: 2090 7050 0.427 10.5 B -------------------------------------------------- Level of Service calculations are based on average control delay including geometric delay (HCM criteria), independent of the current delay definition used. For the criteria, refer to the "Level of Service" topic in the aaSIDRA Output Guide or the Output section of the on-line help. * Maximum v/c ratio, or critical green periods Table D.0 - GEOMETRIC DELAY DATA --------------------------------------------------------------- Negn Negn Negn Appr. Downstream From To Radius Speed Dist. Dist. Distance Approach Approach (m) (km/h) (m) (m) (m) --------------------------------------------------------------- South: S: BI-3746. Ugarte South 19.0 25.5 104.5 500 171 East 36.0 34.8 19.4 500 110 North 57.3 43.8 47.1 500 117 West 19.0 25.3 74.6 500 171 --------------------------------------------------------------- East: E: BI-745 Barakaldo South 19.0 25.4 74.6 500 155 East 19.0 25.5 104.5 500 155 North 36.0 35.0 19.4 500 107 West 57.3 43.9 47.1 500 116 --------------------------------------------------------------- North: N: BI-3746 Sestao South 57.3 44.1 47.1 500 112 East 19.0 25.4 74.6 500 155 North 19.0 25.5 104.5 500 155 West 36.0 35.0 19.4 500 107 ---------------------------------------------------------------





West: W: BI-745 Trapagaran South 36.0 35.0 19.4 500 106 East 57.3 44.1 47.1 500 111 North 19.0 25.5 74.6 500 157 West 19.0 25.5 104.5 500 157 --------------------------------------------------------------- Downstream distance is distance travelled from the stopline until exit cruise speed is reached (includes negotiation distance). Acceleration distance is weighted for light and heavy vehicles. The same distance applies for both stopped and unstopped vehicles. Table D.1 - LANE DELAYS --------------------------------------------------------------------------- --------------- Delay (seconds/veh) ---------------- Deg. Stop-line Delay Acc. Queuing Stopd Lane Mov Satn 1st 2nd Total Dec. Total MvUp (Idle) Geom Control No. No. x d1 d2 dSL dn dq dqm di dig dic --------------------------------------------------------------------------- South: S: BI-3746. Ugarte 1 LT 1, 0.301 2.8 0.0 2.8 2.8 0.0 0.0 0.0 13.5 16.3 2 3.7 2 TR 2, 0.301 3.3 0.0 3.3 3.6 0.0 0.0 0.0 3.7 8.9 3 5.7 --------------------------------------------------------------------------- East: E: BI-745 Barakaldo 1 LT 4, 0.310 2.6 0.0 2.6 3.0 0.0 0.0 0.0 12.2 12.9 5 3.6 2 TR 5, 0.310 3.0 0.0 3.0 4.0 0.0 0.0 0.0 3.6 7.1 6 5.6 --------------------------------------------------------------------------- North: N: BI-3746 Sestao 1 LT 7 0.111 3.9 0.0 3.9 3.7 0.4 0.0 0.4 7.2 11.1 2 TR 7 0.111 3.4 0.0 3.4 4.0 0.0 0.0 0.0 4.4 7.7 --------------------------------------------------------------------------- West: W: BI-745 Trapagaran 1 LT 10, 0.427 3.0 0.0 3.0 3.6 0.0 0.0 0.0 12.4 11.1 11 3.5 2 TR 11, 0.427 3.4 0.0 3.4 4.2 0.0 0.0 0.0 3.5 7.9 12 5.6 --------------------------------------------------------------------------- dn is average stop-start delay for all vehicles queued and unqueued Table D.2 - LANE STOPS ------------------------------------------------------- Queue Deg. -- Effective Stop Rate -- Prop. Move-up Lane Satn Geom. Overall Queued Rate No. x he1 he2 hig h pq hqm ------------------------------------------------------- South: S: BI-3746. Ugarte 1 LT 0.301 0.51 0.00 0.31 0.82 0.576 0.00 2 TR 0.301 0.54 0.00 0.19 0.73 0.589 0.00 ------------------------------------------------------- East: E: BI-745 Barakaldo 1 LT 0.310 0.45 0.00 0.27 0.73 0.564 0.00 2 TR 0.310 0.47 0.00 0.15 0.63 0.575 0.00 ------------------------------------------------------- North: N: BI-3746 Sestao 1 LT 0.111 0.52 0.00 0.19 0.71 0.607 0.00 2 TR 0.111 0.49 0.00 0.16 0.65 0.598 0.00 -------------------------------------------------------

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West: W: BI-745 Trapagaran 1 LT 0.427 0.50 0.00 0.21 0.70 0.610 0.00 2 TR 0.427 0.53 0.00 0.15 0.68 0.624 0.00 ------------------------------------------------------- hg is the average value for all movements in a shared lane hqm is average queue move-up rate for all vehicles queued and unqueued Table D.3 - LANE QUEUES --------------------------------------------------------------------------- Deg. Ovrfl. Average (veh) Percentile (veh) Queue Lane Satn Queue ----------------- ----------------------------- Stor. No. x No Nb1 Nb2 Nb 70% 85% 90% 95% 98% Ratio --------------------------------------------------------------------------- South: S: BI-3746. Ugarte 1 LT 0.301 0.0 0.6 0.0 0.6 1.0 1.2 1.4 1.7 2.0 0.02 2 TR 0.301 0.0 0.5 0.0 0.5 1.0 1.2 1.3 1.7 1.9 0.02 --------------------------------------------------------------------------- East: E: BI-745 Barakaldo 1 LT 0.310 0.0 0.7 0.0 0.7 1.2 1.5 1.7 2.1 2.5 0.03 2 TR 0.310 0.0 0.6 0.0 0.6 1.2 1.4 1.6 2.0 2.4 0.03 --------------------------------------------------------------------------- North: N: BI-3746 Sestao 1 LT 0.111 0.0 0.2 0.0 0.2 0.4 0.4 0.5 0.6 0.7 0.01 2 TR 0.111 0.0 0.2 0.0 0.2 0.4 0.5 0.5 0.6 0.7 0.01 --------------------------------------------------------------------------- West: W: BI-745 Trapagaran 1 LT 0.427 0.0 1.0 0.0 1.0 1.9 2.3 2.6 3.2 3.7 0.04 2 TR 0.427 0.0 1.0 0.0 1.0 1.8 2.2 2.5 3.1 3.6 0.04 --------------------------------------------------------------------------- Values printed in this table are back of queue (vehicles).





2. INTERSECCION 02

2.1. INTERSECCION 02. SITUACION ACTUAL.

Interseccion 02. Actual Table S.0 - TRAFFIC FLOW DATA ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Flow LV HV LV HV LV HV Factor ------------------------------------------------------------------------ VEHICLES Demand flows in veh/hour as used by the program South: S.BI-3746. Ugarte 1 0 0 126 4 0 0 1.00 0.90 3 0 0 0 0 122 33 1.00 0.90 ------------------------------------------------------------------------ East: E. Aparcabisa 4 166 31 0 0 0 0 1.00 0.90 6 0 0 0 0 130 13 1.00 0.90 ------------------------------------------------------------------------ North: N. BI-3746. Sestao 7 193 14 57 2 0 0 1.00 0.90 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values. _______________________________________________________________________________ Table S.2 - MOVEMENT CAPACITY PARAMETERS -------------------------------------------------------------------- Mov Dem Total %HV Adjust. Total Prac. Prac. Lane Deg. No. Flow Opng Opng Cap. Deg. Spare Util Satn (veh Flow Flow (veh Satn Cap. /h) (veh/h) (pcu/h) /h) xp (%) (%) x -------------------------------------------------------------------- South: S.BI-3746. Ugarte 1 T 130 0 648 0.80 299 100 0.201 3 R 155 207 6.8 211 773 0.80 299 100 0.201 -------------------------------------------------------------------- East: E. Aparcabisa 4 L 197 474+ 7.7 486 291 0.80 18 100 0.677 6 R 143 208+ 9.9 218 211 0.80 18 100 0.678* -------------------------------------------------------------------- North: N. BI-3746. Sestao 7 LT 266 130 3.1 130 1521 0.80 357 100 0.175 -------------------------------------------------------------------- + Percentage of exiting flow included in total opposing flow _______________________________________________________________________________ Table S.15 - CAPACITY AND LEVEL OF SERVICE -------------------------------------------------- Mov Mov Total Total Deg. Aver. LOS No. Typ Flow Cap. of Delay (veh (veh Satn /h) /h) (v/c) (sec) -------------------------------------------------- South: S.BI-3746. Ugarte 1 T 130 648 0.201 0.8 A 3 R 155 773 0.201 10.2 B ------------------------------------ 285 1421 0.201 6.0 A -------------------------------------------------- East: E. Aparcabisa 4 L 197 291 0.677 23.6 C

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6 R 143 211 0.678* 22.9 C ------------------------------------ 340 502 0.678 23.3 C -------------------------------------------------- North: N. BI-3746. Sestao 7 LT 266 1521 0.175 7.8 A ------------------------------------ 266 1521 0.175 7.8 A -------------------------------------------------- ALL VEHICLES: 891 3443 0.678 13.1 B -------------------------------------------------- Level of Service calculations are based on average control delay including geometric delay (HCM criteria), independent of the current delay definition used. For the criteria, refer to the "Level of Service" topic in the aaSIDRA Output Guide or the Output section of the on-line help. * Maximum v/c ratio, or critical green periods _______________________________________________________________________________ Table D.0 - GEOMETRIC DELAY DATA --------------------------------------------------------------- Negn Negn Negn Appr. Downstream From To Radius Speed Dist. Dist. Distance Approach Approach (m) (km/h) (m) (m) (m) --------------------------------------------------------------- South: S.BI-3746. Ugarte East 15.0 22.1 23.6 500 123 North S 60.0 10.5 500 109 --------------------------------------------------------------- East: E. Aparcabisa South 7.0 15.2 11.0 500 115 North 15.0 22.4 23.6 500 112 --------------------------------------------------------------- North: N. BI-3746. Sestao South S 60.0 10.5 500 110 East 7.0 15.3 11.0 500 108 --------------------------------------------------------------- Downstream distance is distance travelled from the stopline until exit cruise speed is reached (includes negotiation distance). Acceleration distance is weighted for light and heavy vehicles. The same distance applies for both stopped and unstopped vehicles. _______________________________________________________________________________ Table D.1 - LANE DELAYS --------------------------------------------------------------------------- --------------- Delay (seconds/veh) ---------------- Deg. Stop-line Delay Acc. Queuing Stopd Lane Mov Satn 1st 2nd Total Dec. Total MvUp (Idle) Geom Control No. No. x d1 d2 dSL dn dq dqm di dig dic --------------------------------------------------------------------------- South: S.BI-3746. Ugarte 1 TR 1, 0.201 0.8 0.0 0.8 2.0 0.0 0.0 0.0 0.0 6.0 3 9.4 --------------------------------------------------------------------------- East: E. Aparcabisa 1 LR 4, 0.678 7.5 6.4 13.8 2.7 11.2 4.5 6.7 9.8 23.3 6 9.0 --------------------------------------------------------------------------- North: N. BI-3746. Sestao 1 LT 7 0.175 0.5 0.0 0.5 1.1 0.0 0.0 0.0 7.3 7.8 --------------------------------------------------------------------------- dn is average stop-start delay for all vehicles queued and unqueued _______________________________________________________________________________





Table D.2 - LANE STOPS ------------------------------------------------------- Queue Deg. -- Effective Stop Rate -- Prop. Move-up Lane Satn Geom. Overall Queued Rate No. x he1 he2 hig h pq hqm ------------------------------------------------------- South: S.BI-3746. Ugarte 1 TR 0.201 0.11 0.00 0.24 0.35 0.324 0.00 ------------------------------------------------------- East: E. Aparcabisa 1 LR 0.678 0.65 0.28 0.21 1.14 0.708 0.68 ------------------------------------------------------- North: N. BI-3746. Sestao 1 LT 0.175 0.09 0.00 0.43 0.53 0.245 0.00 ------------------------------------------------------- hg is the average value for all movements in a shared lane hqm is average queue move-up rate for all vehicles queued and unqueued _______________________________________________________________________________ Table D.3 - LANE QUEUES --------------------------------------------------------------------------- Deg. Ovrfl. Average (veh) Percentile (veh) Queue Lane Satn Queue ----------------- ----------------------------- Stor. No. x No Nb1 Nb2 Nb 70% 85% 90% 95% 98% Ratio --------------------------------------------------------------------------- South: S.BI-3746. Ugarte 1 TR 0.201 0.0 0.4 0.0 0.4 0.7 0.9 1.0 1.2 1.4 0.02 --------------------------------------------------------------------------- East: E. Aparcabisa 1 LR 0.678 0.7 1.5 1.3 2.8 4.8 5.9 6.8 8.5 9.9 0.13 --------------------------------------------------------------------------- North: N. BI-3746. Sestao 1 LT 0.175 0.0 0.3 0.0 0.3 0.6 0.8 0.9 1.1 1.2 0.02 --------------------------------------------------------------------------- Values printed in this table are back of queue (vehicles).

2.2. INTERSECCION 02. SITUACION FUTURA. T CANALIZADA

Table S.0 - TRAFFIC FLOW DATA ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Flow LV HV LV HV LV HV Factor ------------------------------------------------------------------------ VEHICLES Demand flows in veh/hour as used by the program South: S.BI-3746. Ugarte 1 0 0 126 4 0 0 1.00 0.90 3 0 0 0 0 122 33 1.00 0.90 ------------------------------------------------------------------------ East: E. Aparcabisa 4 166 31 0 0 0 0 1.00 0.90 6 0 0 0 0 284 13 1.00 0.90 ------------------------------------------------------------------------ North: N. BI-3746. Sestao 7 373 14 57 2 0 0 1.00 0.90 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values.

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Table S.2 - MOVEMENT CAPACITY PARAMETERS -------------------------------------------------------------------- Mov Dem Total %HV Adjust. Total Prac. Prac. Lane Deg. No. Flow Opng Opng Cap. Deg. Spare Util Satn (veh Flow Flow (veh Satn Cap. /h) (veh/h) (pcu/h) /h) xp (%) (%) x -------------------------------------------------------------------- South: S.BI-3746. Ugarte 1 T 130 0 576 0.80 254 100 0.226 3 R 155 387 3.6 387 687 0.80 255 100 0.226 -------------------------------------------------------------------- East: E. Aparcabisa 4 L 197 654+ 5.6 657 187 0.80 -24 100 1.053* 6 R 297 208+ 9.9 218 283 0.80 -24 100 1.049 -------------------------------------------------------------------- North: N. BI-3746. Sestao 7 LT 446 130 3.1 130 1510 0.80 171 100 0.295 -------------------------------------------------------------------- + Percentage of exiting flow included in total opposing flow Table S.15 - CAPACITY AND LEVEL OF SERVICE -------------------------------------------------- Mov Mov Total Total Deg. Aver. LOS No. Typ Flow Cap. of Delay (veh (veh Satn /h) /h) (v/c) (sec) -------------------------------------------------- South: S.BI-3746. Ugarte 1 T 130 576 0.226 1.8 A 3 R 155 687 0.226 11.2 B ------------------------------------ 285 1263 0.226 6.9 A -------------------------------------------------- East: E. Aparcabisa 4 L 197 187 1.053* 78.7 F 6 R 297 283 1.049 77.8 F ------------------------------------ 494 470 1.053 78.1 F -------------------------------------------------- North: N. BI-3746. Sestao 7 LT 446 1510 0.295 8.6 A ------------------------------------ 446 1510 0.295 8.6 A -------------------------------------------------- ALL VEHICLES: 1225 3243 1.053 36.3 E -------------------------------------------------- Level of Service calculations are based on average control delay including geometric delay (HCM criteria), independent of the current delay definition used. For the criteria, refer to the "Level of Service" topic in the aaSIDRA Output Guide or the Output section of the on-line help. * Maximum v/c ratio, or critical green periods Table D.0 - GEOMETRIC DELAY DATA --------------------------------------------------------------- Negn Negn Negn Appr. Downstream From To Radius Speed Dist. Dist. Distance Approach Approach (m) (km/h) (m) (m) (m) --------------------------------------------------------------- South: S.BI-3746. Ugarte East 15.0 22.1 23.6 500 123 North S 60.0 10.5 500 109





--------------------------------------------------------------- East: E. Aparcabisa South 7.0 15.2 11.0 500 115 North 15.0 22.5 23.6 500 108 --------------------------------------------------------------- North: N. BI-3746. Sestao South S 60.0 10.5 500 110 East 7.0 15.4 11.0 500 105 --------------------------------------------------------------- Downstream distance is distance travelled from the stopline until exit cruise speed is reached (includes negotiation distance). Acceleration distance is weighted for light and heavy vehicles. The same distance applies for both stopped and unstopped vehicles. Table D.1 - LANE DELAYS --------------------------------------------------------------------------- --------------- Delay (seconds/veh) ---------------- Deg. Stop-line Delay Acc. Queuing Stopd Lane Mov Satn 1st 2nd Total Dec. Total MvUp (Idle) Geom Control No. No. x d1 d2 dSL dn dq dqm di dig dic --------------------------------------------------------------------------- South: S.BI-3746. Ugarte 1 TR 1, 0.226 1.8 0.0 1.8 2.8 0.0 0.0 0.0 0.0 6.9 3 9.4 --------------------------------------------------------------------------- East: E. Aparcabisa 1 LR 4, 1.051 14.3 54.7 68.9 4.0 64.9 20.2 44.7 9.8 78.1 6 8.9 --------------------------------------------------------------------------- North: N. BI-3746. Sestao 1 LT 7 0.295 0.6 0.0 0.6 1.1 0.0 0.0 0.0 8.1 8.6 --------------------------------------------------------------------------- dn is average stop-start delay for all vehicles queued and unqueued Table D.2 - LANE STOPS ------------------------------------------------------- Queue Deg. -- Effective Stop Rate -- Prop. Move-up Lane Satn Geom. Overall Queued Rate No. x he1 he2 hig h pq hqm ------------------------------------------------------- South: S.BI-3746. Ugarte 1 TR 0.226 0.19 0.00 0.20 0.39 0.451 0.00 ------------------------------------------------------- East: E. Aparcabisa 1 LR 1.051 0.91 1.27 0.00 2.18 1.000 3.06 ------------------------------------------------------- North: N. BI-3746. Sestao 1 LT 0.295 0.12 0.00 0.47 0.59 0.271 0.00 ------------------------------------------------------- hg is the average value for all movements in a shared lane hqm is average queue move-up rate for all vehicles queued and unqueued Table D.3 - LANE QUEUES --------------------------------------------------------------------------- Deg. Ovrfl. Average (veh) Percentile (veh) Queue Lane Satn Queue ----------------- ----------------------------- Stor. No. x No Nb1 Nb2 Nb 70% 85% 90% 95% 98% Ratio ---------------------------------------------------------------------------

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South: S.BI-3746. Ugarte 1 TR 0.226 0.0 0.5 0.0 0.5 0.9 1.1 1.2 1.5 1.7 0.02 --------------------------------------------------------------------------- East: E. Aparcabisa 1 LR 1.051 6.9 3.5 9.4 12.9 17.3 22.5 26.3 34.1 40.5 0.51 --------------------------------------------------------------------------- North: N. BI-3746. Sestao 1 LT 0.295 0.0 0.6 0.0 0.6 1.2 1.4 1.6 2.0 2.3 0.03 --------------------------------------------------------------------------- Values printed in this table are back of queue (vehicles).

2.3. INTERSECCION 02. SITUACION FUTURA. ROTONDA.

Table S.0 - TRAFFIC FLOW DATA ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Flow LV HV LV HV LV HV Factor ------------------------------------------------------------------------ VEHICLES Demand flows in veh/hour as used by the program South: S: BI-3746. Ugarte 1 11 0 126 4 122 33 1.00 0.90 ------------------------------------------------------------------------ East: E: Aparcabisa 4 166 31 11 0 287 13 1.00 0.90 ------------------------------------------------------------------------ North: N: BI-3746.Sestao 7 373 14 57 2 11 0 1.00 0.90 ------------------------------------------------------------------------ West: W: Nuevo Sector 10 6 0 6 0 6 0 1.00 0.90 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values. Table S.2 - MOVEMENT CAPACITY PARAMETERS -------------------------------------------------------------------- Mov Dem Total %HV Adjust. Total Prac. Prac. Lane Deg. No. Flow Opng Opng Cap. Deg. Spare Util Satn (veh Flow Flow (veh Satn Cap. /h) (veh/h) (pcu/h) /h) xp (%) (%) x -------------------------------------------------------------------- South: S: BI-3746. Ugarte 1 LTR 296 399 3.6 399 867 0.85 149 100 0.341* -------------------------------------------------------------------- East: E: Aparcabisa 4 LTR 508 147 3.0 147 1565 0.85 162 100 0.325 -------------------------------------------------------------------- North: N: BI-3746.Sestao 7 LTR 457 219 14.2 239 1710 0.85 218 35 0.267 -------------------------------------------------------------------- West: W: Nuevo Sector 10 LTR 18 643 7.4 659 763 0.85 3503 100 0.024 -------------------------------------------------------------------- Table S.15 - CAPACITY AND LEVEL OF SERVICE -------------------------------------------------- Mov Mov Total Total Deg. Aver. LOS No. Typ Flow Cap. of Delay (veh (veh Satn





/h) /h) (v/c) (sec) -------------------------------------------------- South: S: BI-3746. Ugarte 1 LTR 296 867 0.341* 9.0 A ------------------------------------ 296 867 0.341 9.0 A -------------------------------------------------- East: E: Aparcabisa 4 LTR 508 1565 0.325 9.2 A ------------------------------------ 508 1565 0.325 9.2 A -------------------------------------------------- North: N: BI-3746.Sestao 7 LTR 457 1710 0.267 12.4 B ------------------------------------ 457 1710 0.267 12.4 B -------------------------------------------------- West: W: Nuevo Sector 10 LTR 18 763 0.024 11.6 B ------------------------------------ 18 763 0.024 11.6 B -------------------------------------------------- ALL VEHICLES: 1279 5400 0.341 10.3 B -------------------------------------------------- Level of Service calculations are based on average control delay including geometric delay (HCM criteria), independent of the current delay definition used. For the criteria, refer to the "Level of Service" topic in the aaSIDRA Output Guide or the Output section of the on-line help. * Maximum v/c ratio, or critical green periods Table D.0 - GEOMETRIC DELAY DATA --------------------------------------------------------------- Negn Negn Negn Appr. Downstream From To Radius Speed Dist. Dist. Distance Approach Approach (m) (km/h) (m) (m) (m) --------------------------------------------------------------- South: S: BI-3746. Ugarte East 34.1 33.3 16.2 500 121 North 49.5 41.0 39.7 500 111 West 16.2 23.5 63.6 500 143 --------------------------------------------------------------- East: E: Aparcabisa South 16.2 23.1 63.6 500 157 North 33.3 33.6 16.2 500 107 West 49.5 41.1 39.7 500 108 --------------------------------------------------------------- North: N: BI-3746.Sestao South 49.5 41.0 39.7 500 111 East 16.2 23.4 63.6 500 146 West 29.8 31.9 16.3 500 102 --------------------------------------------------------------- West: W: Nuevo Sector South 33.3 33.7 16.2 500 103 East 49.5 41.1 39.7 500 108 North 16.2 23.5 63.6 500 143 --------------------------------------------------------------- Downstream distance is distance travelled from the stopline until exit cruise speed is reached (includes negotiation distance). Acceleration distance is weighted for light and heavy vehicles. The same distance applies for both stopped and unstopped vehicles. _______________________________________________________________________________

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Table D.1 - LANE DELAYS --------------------------------------------------------------------------- --------------- Delay (seconds/veh) ---------------- Deg. Stop-line Delay Acc. Queuing Stopd Lane Mov Satn 1st 2nd Total Dec. Total MvUp (Idle) Geom Control No. No. x d1 d2 dSL dn dq dqm di dig dic --------------------------------------------------------------------------- South: S: BI-3746. Ugarte 1 LTR 1 0.341 3.3 0.0 3.3 4.0 0.0 0.0 0.0 5.7 9.0 --------------------------------------------------------------------------- East: E: Aparcabisa 1 LTR 4 0.325 0.6 0.0 0.6 1.7 0.0 0.0 0.0 8.6 9.2 --------------------------------------------------------------------------- North: N: BI-3746.Sestao 1 L 7 0.267 1.1 0.0 1.1 1.9 0.0 0.0 0.0 12.3 13.4 2 TR 7 0.092 2.3 0.0 2.3 3.1 0.0 0.0 0.0 4.6 6.9 --------------------------------------------------------------------------- West: W: Nuevo Sector 1 LTR 10 0.024 4.2 0.0 4.2 3.8 0.5 0.0 0.5 7.4 11.6 --------------------------------------------------------------------------- dn is average stop-start delay for all vehicles queued and unqueued Table D.2 - LANE STOPS ------------------------------------------------------- Queue Deg. -- Effective Stop Rate -- Prop. Move-up Lane Satn Geom. Overall Queued Rate No. x he1 he2 hig h pq hqm ------------------------------------------------------- South: S: BI-3746. Ugarte 1 LTR 0.341 0.49 0.00 0.16 0.66 0.636 0.00 ------------------------------------------------------- East: E: Aparcabisa 1 LTR 0.325 0.17 0.00 0.40 0.56 0.320 0.00 ------------------------------------------------------- North: N: BI-3746.Sestao 1 L 0.267 0.25 0.00 0.43 0.68 0.414 0.00 2 TR 0.092 0.31 0.00 0.21 0.52 0.466 0.00 ------------------------------------------------------- West: W: Nuevo Sector 1 LTR 0.024 0.43 0.00 0.19 0.62 0.648 0.00 ------------------------------------------------------- hg is the average value for all movements in a shared lane hqm is average queue move-up rate for all vehicles queued and unqueued Table D.3 - LANE QUEUES --------------------------------------------------------------------------- Deg. Ovrfl. Average (veh) Percentile (veh) Queue Lane Satn Queue ----------------- ----------------------------- Stor. No. x No Nb1 Nb2 Nb 70% 85% 90% 95% 98% Ratio --------------------------------------------------------------------------- South: S: BI-3746. Ugarte 1 LTR 0.341 0.0 0.8 0.0 0.8 1.6 1.9 2.1 2.7 3.1 0.04 --------------------------------------------------------------------------- East: E: Aparcabisa 1 LTR 0.325 0.0 0.8 0.0 0.8 1.4 1.7 2.0 2.4 2.8 0.04 --------------------------------------------------------------------------- North: N: BI-3746.Sestao 1 L 0.267 0.0 0.7 0.0 0.7 1.2 1.5 1.7 2.1 2.4 0.03





2 TR 0.092 0.0 0.2 0.0 0.2 0.4 0.4 0.5 0.6 0.7 0.01 --------------------------------------------------------------------------- West: W: Nuevo Sector 1 LTR 0.024 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.00 --------------------------------------------------------------------------- Values printed in this table are back of queue (vehicles).

3. INTERSECCION 03

3.1. INTERSECCION 03. SITUACION ACTUAL.

Interseccion 03.Actual Table S.0 - TRAFFIC FLOW DATA ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Flow LV HV LV HV LV HV Factor ------------------------------------------------------------------------ VEHICLES Demand flows in veh/hour as used by the program South: S: BI-3747. Ugarte 1 61 0 39 7 44 7 1.00 0.90 ------------------------------------------------------------------------ East: E: BI-745 Barakaldo 4 38 6 0 0 0 0 1.00 0.90 5 0 0 216 12 0 0 1.00 0.90 6 0 0 0 0 71 9 1.00 0.90 ------------------------------------------------------------------------ North: N: BI-3747.Sestao 7 69 1 11 0 138 0 1.00 0.90 ------------------------------------------------------------------------ West: W: BI-745 Trapagaran 10 68 2 178 4 17 0 1.00 0.90 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values. _______________________________________________________________________________ Table S.2 - MOVEMENT CAPACITY PARAMETERS -------------------------------------------------------------------- Mov Dem Total %HV Adjust. Total Prac. Prac. Lane Deg. No. Flow Opng Opng Cap. Deg. Spare Util Satn (veh Flow Flow (veh Satn Cap. /h) (veh/h) (pcu/h) /h) xp (%) (%) x -------------------------------------------------------------------- South: S: BI-3747. Ugarte 1 LTR 158 322 2.4 322 1003 0.85 440 100 0.158 -------------------------------------------------------------------- East: E: BI-745 Barakaldo 4 L 44 177 5.0 177 246 0.85 375 100 0.179 5 T 228 177 5.0 177 1276 0.85 376 100 0.179 6 R 80 177 5.0 177 944< 0.85 903 100 0.085 -------------------------------------------------------------------- North: N: BI-3747.Sestao 7 LTR 219 332 5.4 333 1103 0.85 328 100 0.199* -------------------------------------------------------------------- West: W: BI-745 Trapagaran 10 LTR 269 124 5.4 125 2158< 0.85 582 100 0.125 -------------------------------------------------------------------- < Reduced saturation flow due to a short lane effect _______________________________________________________________________________

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Table S.15 - CAPACITY AND LEVEL OF SERVICE -------------------------------------------------- Mov Mov Total Total Deg. Aver. LOS No. Typ Flow Cap. of Delay (veh (veh Satn /h) /h) (v/c) (sec) -------------------------------------------------- South: S: BI-3747. Ugarte 1 LTR 158 1003 0.158 7.1 A ------------------------------------ 158 1003 0.158 7.1 A -------------------------------------------------- East: E: BI-745 Barakaldo 4 L 44 246 0.179 11.3 B 5 T 228 1276 0.179 2.9 A 6 R 80 944< 0.085 3.4 A ------------------------------------ 352 2466 0.179 4.1 A -------------------------------------------------- North: N: BI-3747.Sestao 7 LTR 219 1103 0.199* 6.4 A ------------------------------------ 219 1103 0.199 6.4 A -------------------------------------------------- West: W: BI-745 Trapagaran 10 LTR 269 2158< 0.125 4.8 A ------------------------------------ 269 2158 0.125 4.8 A -------------------------------------------------- ALL VEHICLES: 998 6729 0.199 5.3 A -------------------------------------------------- Level of Service calculations are based on average control delay including geometric delay (HCM criteria), independent of the current delay definition used. For the criteria, refer to the "Level of Service" topic in the aaSIDRA Output Guide or the Output section of the on-line help. < Reduced capacity due to a short lane effect * Maximum v/c ratio, or critical green periods _______________________________________________________________________________ Table D.0 - GEOMETRIC DELAY DATA --------------------------------------------------------------- Negn Negn Negn Appr. Downstream From To Radius Speed Dist. Dist. Distance Approach Approach (m) (km/h) (m) (m) (m) --------------------------------------------------------------- South: S: BI-3747. Ugarte East 76.5 50.0 30.8 500 122 North 100.0 50.0 84.4 500 132 West 34.0 34.1 133.5 500 203 --------------------------------------------------------------- East: E: BI-745 Barakaldo South 34.0 33.6 133.5 500 212 East 34.0 34.1 186.9 500 212 North 72.3 49.1 30.8 500 120 West 100.0 50.0 84.4 500 126 --------------------------------------------------------------- North: N: BI-3747.Sestao South 100.0 50.0 84.4 500 122 East 34.0 34.0 133.5 500 204 West 75.8 50.0 30.8 500 111 --------------------------------------------------------------- West: W: BI-745 Trapagaran





South 72.3 49.7 30.8 500 111 East 100.0 50.0 84.4 500 124 North 34.0 34.0 133.5 500 205 --------------------------------------------------------------- Downstream distance is distance travelled from the stopline until exit cruise speed is reached (includes negotiation distance). Acceleration distance is weighted for light and heavy vehicles. The same distance applies for both stopped and unstopped vehicles. _______________________________________________________________________________ Table D.1 - LANE DELAYS --------------------------------------------------------------------------- --------------- Delay (seconds/veh) ---------------- Deg. Stop-line Delay Acc. Queuing Stopd Lane Mov Satn 1st 2nd Total Dec. Total MvUp (Idle) Geom Control No. No. x d1 d2 dSL dn dq dqm di dig dic --------------------------------------------------------------------------- South: S: BI-3747. Ugarte 1 LTR 1 0.158 1.7 0.0 1.7 3.3 0.0 0.0 0.0 5.4 7.1 --------------------------------------------------------------------------- East: E: BI-745 Barakaldo 1 LT 4, 0.179 0.6 0.0 0.6 2.1 0.0 0.0 0.0 10.8 4.2 5 2.3 2 R 6 0.085 1.0 0.0 1.0 2.5 0.0 0.0 0.0 2.5 3.4 --------------------------------------------------------------------------- North: N: BI-3747.Sestao 1 LTR 7 0.199 1.6 0.0 1.6 3.2 0.0 0.0 0.0 4.8 6.4 --------------------------------------------------------------------------- West: W: BI-745 Trapagaran 1 LT 10 0.125 0.4 0.0 0.4 1.6 0.0 0.0 0.0 5.1 5.5 2 TR 10 0.125 0.6 0.0 0.6 2.0 0.0 0.0 0.0 2.3 2.9 --------------------------------------------------------------------------- dn is average stop-start delay for all vehicles queued and unqueued _______________________________________________________________________________ Table D.2 - LANE STOPS ------------------------------------------------------- Queue Deg. -- Effective Stop Rate -- Prop. Move-up Lane Satn Geom. Overall Queued Rate No. x he1 he2 hig h pq hqm ------------------------------------------------------- South: S: BI-3747. Ugarte 1 LTR 0.158 0.30 0.00 0.20 0.50 0.467 0.00 ------------------------------------------------------- East: E: BI-745 Barakaldo 1 LT 0.179 0.13 0.00 0.21 0.33 0.288 0.00 2 R 0.085 0.17 0.00 0.16 0.33 0.323 0.00 ------------------------------------------------------- North: N: BI-3747.Sestao 1 LTR 0.199 0.28 0.00 0.19 0.47 0.446 0.00 ------------------------------------------------------- West: W: BI-745 Trapagaran 1 LT 0.125 0.09 0.00 0.28 0.38 0.228 0.00 2 TR 0.125 0.12 0.00 0.17 0.29 0.261 0.00 ------------------------------------------------------- hg is the average value for all movements in a shared lane hqm is average queue move-up rate for all vehicles queued and unqueued _______________________________________________________________________________ Table D.3 - LANE QUEUES ---------------------------------------------------------------------------

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Deg. Ovrfl. Average (veh) Percentile (veh) Queue Lane Satn Queue ----------------- ----------------------------- Stor. No. x No Nb1 Nb2 Nb 70% 85% 90% 95% 98% Ratio --------------------------------------------------------------------------- South: S: BI-3747. Ugarte 1 LTR 0.158 0.0 0.3 0.0 0.3 0.6 0.7 0.8 1.0 1.2 0.02 --------------------------------------------------------------------------- East: E: BI-745 Barakaldo 1 LT 0.179 0.0 0.3 0.0 0.3 0.6 0.8 0.9 1.1 1.3 0.02 2 R 0.085 0.0 0.1 0.0 0.1 0.3 0.3 0.4 0.4 0.5 0.07 --------------------------------------------------------------------------- North: N: BI-3747.Sestao 1 LTR 0.199 0.0 0.4 0.0 0.4 0.8 0.9 1.0 1.3 1.5 0.02 --------------------------------------------------------------------------- West: W: BI-745 Trapagaran 1 LT 0.125 0.0 0.2 0.0 0.2 0.4 0.5 0.6 0.7 0.9 0.01 2 TR 0.125 0.0 0.1 0.0 0.1 0.2 0.2 0.3 0.3 0.4 0.24 --------------------------------------------------------------------------- Values printed in this table are back of queue (vehicles).

3.2. INTERSECCION 02. SITUACION FUTURA.

Table S.0 - TRAFFIC FLOW DATA ------------------------------------------------------------------------ Mov Left Through Right Flow Peak No. --------- --------- --------- Scale Flow LV HV LV HV LV HV Factor ------------------------------------------------------------------------ VEHICLES Demand flows in veh/hour as used by the program South: S: BI-3747. Ugarte 1 61 0 39 7 44 7 1.00 0.90 ------------------------------------------------------------------------ East: E: BI-745 Barakaldo 4 101 6 0 0 0 0 1.00 0.90 5 0 0 224 12 0 0 1.00 0.90 6 0 0 0 0 98 9 1.00 0.90 ------------------------------------------------------------------------ North: N: BI-3747.Sestao 7 92 1 11 0 138 0 1.00 0.90 ------------------------------------------------------------------------ West: W: BI-745 Trapagaran 10 68 2 186 4 17 0 1.00 0.90 ------------------------------------------------------------------------ Based on unit time = 60 minutes. Flow Scale and Peak Hour Factor effects included in flow values. Table S.2 - MOVEMENT CAPACITY PARAMETERS -------------------------------------------------------------------- Mov Dem Total %HV Adjust. Total Prac. Prac. Lane Deg. No. Flow Opng Opng Cap. Deg. Spare Util Satn (veh Flow Flow (veh Satn Cap. /h) (veh/h) (pcu/h) /h) xp (%) (%) x -------------------------------------------------------------------- South: S: BI-3747. Ugarte 1 LTR 158 417 1.9 417 804 0.85 333 100 0.197 -------------------------------------------------------------------- East: E: BI-745 Barakaldo 4 L 107 177 5.0 177 458 0.85 264 100 0.234 5 T 236 177 5.0 177 1011 0.85 264 100 0.233 6 R 107 177 5.0 177 857< 0.85 581 100 0.125 -------------------------------------------------------------------- North: N: BI-3747.Sestao





7 LTR 242 404 4.4 404 916 0.85 222 100 0.264* -------------------------------------------------------------------- West: W: BI-745 Trapagaran 10 LTR 277 211 3.2 211 1762< 0.85 441 100 0.157 -------------------------------------------------------------------- < Reduced saturation flow due to a short lane effect Table S.15 - CAPACITY AND LEVEL OF SERVICE -------------------------------------------------- Mov Mov Total Total Deg. Aver. LOS No. Typ Flow Cap. of Delay (veh (veh Satn /h) /h) (v/c) (sec) -------------------------------------------------- South: S: BI-3747. Ugarte 1 LTR 158 804 0.197 10.4 B ------------------------------------ 158 804 0.197 10.4 B -------------------------------------------------- East: E: BI-745 Barakaldo 4 L 107 458 0.234 14.3 B 5 T 236 1011 0.233 4.2 A 6 R 107 857< 0.125 7.0 A ------------------------------------ 450 2326 0.234 7.3 A -------------------------------------------------- North: N: BI-3747.Sestao 7 LTR 242 916 0.264* 10.3 B ------------------------------------ 242 916 0.264 10.3 B -------------------------------------------------- West: W: BI-745 Trapagaran 10 LTR 277 1762< 0.157 6.8 A ------------------------------------ 277 1762 0.157 6.8 A -------------------------------------------------- ALL VEHICLES: 1127 5809 0.264 8.2 A -------------------------------------------------- Level of Service calculations are based on average control delay including geometric delay (HCM criteria), independent of the current delay definition used. For the criteria, refer to the "Level of Service" topic in the aaSIDRA Output Guide or the Output section of the on-line help. < Reduced capacity due to a short lane effect * Maximum v/c ratio, or critical green periods Table D.0 - GEOMETRIC DELAY DATA --------------------------------------------------------------- Negn Negn Negn Appr. Downstream From To Radius Speed Dist. Dist. Distance Approach Approach (m) (km/h) (m) (m) (m) --------------------------------------------------------------- South: S: BI-3747. Ugarte East 40.3 36.6 19.3 500 116 North 57.3 43.5 47.1 500 121 West 19.0 25.5 74.6 500 152 --------------------------------------------------------------- East: E: BI-745 Barakaldo South 19.0 25.1 74.6 500 174 East 19.0 25.5 104.5 500 174 North 36.0 34.8 19.4 500 111 West 57.3 44.0 47.1 500 114

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--------------------------------------------------------------- North: N: BI-3747.Sestao South 57.3 44.2 47.1 500 109 East 19.0 25.4 74.6 500 153 West 39.5 36.7 19.3 500 105 --------------------------------------------------------------- West: W: BI-745 Trapagaran South 36.0 35.1 19.4 500 104 East 57.3 44.1 47.1 500 111 North 19.0 25.4 74.6 500 155 --------------------------------------------------------------- Downstream distance is distance travelled from the stopline until exit cruise speed is reached (includes negotiation distance). Acceleration distance is weighted for light and heavy vehicles. The same distance applies for both stopped and unstopped vehicles. Table D.1 - LANE DELAYS --------------------------------------------------------------------------- --------------- Delay (seconds/veh) ---------------- Deg. Stop-line Delay Acc. Queuing Stopd Lane Mov Satn 1st 2nd Total Dec. Total MvUp (Idle) Geom Control No. No. x d1 d2 dSL dn dq dqm di dig dic --------------------------------------------------------------------------- South: S: BI-3747. Ugarte 1 LTR 1 0.197 2.9 0.0 2.9 3.3 0.1 0.0 0.1 7.5 10.4 --------------------------------------------------------------------------- East: E: BI-745 Barakaldo 1 LT 4, 0.233 0.6 0.0 0.6 2.0 0.0 0.0 0.0 13.7 7.4 5 3.6 2 R 6 0.125 1.2 0.0 1.2 2.1 0.0 0.0 0.0 5.8 7.0 --------------------------------------------------------------------------- North: N: BI-3747.Sestao 1 LTR 7 0.264 2.5 0.0 2.5 3.1 0.0 0.0 0.0 7.7 10.3 --------------------------------------------------------------------------- West: W: BI-745 Trapagaran 1 LT 10 0.157 0.8 0.0 0.8 2.1 0.0 0.0 0.0 6.4 7.3 2 TR 10 0.157 1.4 0.0 1.4 2.5 0.0 0.0 0.0 4.0 5.3 --------------------------------------------------------------------------- dn is average stop-start delay for all vehicles queued and unqueued Table D.2 - LANE STOPS ------------------------------------------------------- Queue Deg. -- Effective Stop Rate -- Prop. Move-up Lane Satn Geom. Overall Queued Rate No. x he1 he2 hig h pq hqm ------------------------------------------------------- South: S: BI-3747. Ugarte 1 LTR 0.197 0.43 0.00 0.23 0.67 0.553 0.00 ------------------------------------------------------- East: E: BI-745 Barakaldo 1 LT 0.233 0.16 0.00 0.32 0.48 0.305 0.00 2 R 0.125 0.21 0.00 0.31 0.52 0.347 0.00 ------------------------------------------------------- North: N: BI-3747.Sestao 1 LTR 0.264 0.41 0.00 0.26 0.67 0.526 0.00 ------------------------------------------------------- West: W: BI-745 Trapagaran 1 LT 0.157 0.19 0.00 0.30 0.49 0.333 0.00 2 TR 0.157 0.23 0.00 0.23 0.45 0.366 0.00 -------------------------------------------------------





hg is the average value for all movements in a shared lane hqm is average queue move-up rate for all vehicles queued and unqueued Table D.3 - LANE QUEUES --------------------------------------------------------------------------- Deg. Ovrfl. Average (veh) Percentile (veh) Queue Lane Satn Queue ----------------- ----------------------------- Stor. No. x No Nb1 Nb2 Nb 70% 85% 90% 95% 98% Ratio --------------------------------------------------------------------------- South: S: BI-3747. Ugarte 1 LTR 0.197 0.0 0.4 0.0 0.4 0.7 0.9 1.0 1.3 1.5 0.02 --------------------------------------------------------------------------- East: E: BI-745 Barakaldo 1 LT 0.233 0.0 0.5 0.0 0.5 0.9 1.1 1.2 1.5 1.7 0.02 2 R 0.125 0.0 0.2 0.0 0.2 0.4 0.5 0.6 0.7 0.8 0.10 --------------------------------------------------------------------------- North: N: BI-3747.Sestao 1 LTR 0.264 0.0 0.6 0.0 0.6 1.0 1.3 1.4 1.8 2.0 0.02 --------------------------------------------------------------------------- West: W: BI-745 Trapagaran 1 LT 0.157 0.0 0.3 0.0 0.3 0.6 0.7 0.8 1.0 1.1 0.01 2 TR 0.157 0.0 0.1 0.0 0.1 0.3 0.3 0.4 0.5 0.5 0.32 --------------------------------------------------------------------------- Values printed in this table are back of queue (vehicles). .

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