Burbank City Council
September 27, 2022

Movement EBL2 EBL EBT EBR WBL WBT WBR WBR2 NBT NBR SBT SBR Lane Configurations
Traffic Volume (vph) 10 303 340 13 247 694 25 6 879 248 540 281 Future Volume (vph) 10 303 340 13 247 694 25 6 879 248 540 281 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 7.5 8.0 7.5 8.0 6.5 7.5 6.5 3.0
Lane Util. Factor 0.97 0.95 0.97 0.95 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.91 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.99 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (prot) 3433 3516 3433 3510 3539 1547 3539 1443 Flt Permitted 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (perm) 3433 3516 3433 3510 3539 1547 3539 1443 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 10 316 354 14 257 723 26 6 916 258 562 293 RTOR Reduction (vph) 002001000000
Lane Group Flow (vph) 0 326 366 0 257 754 0 0 916 258 563 304 Confl. Peds. (#/hr) 4 19 12 12 15 10 18 10
Turn Type Prot Prot NA Prot NA NA custom NA custom
Protected Phases 1 1 6 5 2 8 4
Permitted Phases 5 7 8 3 4
Actuated Green, G (s) 16.9 35.8 14.6 33.5 38.7 66.3 38.1 45.2 Effective Green, g (s) 16.9 35.8 14.6 33.5 38.7 56.8 38.1 45.2 Actuated g/C Ratio 0.14 0.30 0.12 0.28 0.33 0.48 0.32 0.38 Clearance Time (s) 7.5 8.0 7.5 8.0 6.5 6.5
Vehicle Extension (s) 2.5 4.0 2.5 4.0 3.0 3.0
Lane Grp Cap (vph) 493 1070 426 999 1164 747 1146 554
v/s Ratio Prot c0.09 0.10 0.07 c0.21 c0.26 0.16
v/s Ratio Perm 0.17 c0.21
v/c Ratio 0.66 0.34 0.60 0.76 0.79 0.35 0.49 0.55
Uniform Delay, d1 47.6 31.8 48.8 38.3 35.7 18.9 32.0 28.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.0 0.3 2.0 3.5 3.6 0.2 0.3 1.1
Delay (s) 50.6 32.0 50.8 41.8 39.3 19.1 32.3 29.4
Level of Service D C D D D B C C
Approach Delay (s) 40.8 44.1 34.9 31.3
Approach LOS D D C C
Intersection Summary
HCM 2000 Control Delay 37.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.75
Actuated Cycle Length (s) 117.6 Sum of lost time (s) 25.0 Intersection Capacity Utilization 83.3% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
ATTACHMENT 10 -699
HCM Signalized Intersection Capacity Analysis
14: Alameda Ave & Ontario St & Olive Ave 10/29/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement SBR2 SER2
Lane Configurations
Traffic Volume (vph) 11 53
Future Volume (vph) 11 53
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 7.5
Lane Util. Factor 1.00
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.86
Flt Protected 1.00
Satd. Flow (prot) 1611
Flt Permitted 1.00
Satd. Flow (perm) 1611
Peak-hour factor, PHF 0.96 0.96
Adj. Flow (vph) 11 55
RTOR Reduction (vph) 0 0
Lane Group Flow (vph) 0 55
Confl. Peds. (#/hr) 15 10
Turn Type Over
Protected Phases 1
Permitted Phases
Actuated Green, G (s) 16.9
Effective Green, g (s) 16.9
Actuated g/C Ratio 0.14
Clearance Time (s) 7.5
Vehicle Extension (s) 2.5
Lane Grp Cap (vph) 231
v/s Ratio Prot 0.03
v/s Ratio Perm
v/c Ratio 0.24
Uniform Delay, d1 44.6
Progression Factor 1.00
Incremental Delay, d2 0.4
Delay (s) 45.0
Level of Service D
Approach Delay (s)
Approach LOS
Intersection Summary
ATTACHMENT 10 -700
HCM 6th Signalized Intersection Summary
15: Buena Vista St & Glenoaks Blvd 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 26 827 128 105 813 22 224 177 94 20 98 11 Future Volume (veh/h) 26 827 128 105 813 22 224 177 94 20 98 11 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 0.99 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 27 844 131 107 830 22 229 181 96 20 100 11 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 378 1446 224 346 2076 55 407 314 167 66 184 19 Arrive On Green 0.47 0.47 0.47 0.06 0.59 0.59 0.09 0.27 0.27 0.13 0.13 0.13 Sat Flow, veh/h 646 3080 478 1781 3536 94 1781 1148 609 152 1436 146 Grp Volume(v), veh/h 27 487 488 107 417 435 229 0 277 131 0 0 Grp Sat Flow(s),veh/h/ln 646 1777 1781 1781 1777 1853 1781 0 1757 1734 0 0 Q Serve(g_s), s 2.1 18.0 18.0 2.6 11.4 11.4 8.5 0.0 12.2 1.5 0.0 0.0 Cycle Q Clear(g_c), s 2.9 18.0 18.0 2.6 11.4 11.4 8.5 0.0 12.2 6.2 0.0 0.0 Prop In Lane 1.00 0.27 1.00 0.05 1.00 0.35 0.15 0.08
Lane Grp Cap(c), veh/h 378 834 836 346 1043 1088 407 0 481 269 0 0 V/C Ratio(X) 0.07 0.58 0.58 0.31 0.40 0.40 0.56 0.00 0.58 0.49 0.00 0.00 Avail Cap(c_a), veh/h 378 834 836 413 1043 1088 407 0 752 525 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 13.7 17.4 17.4 12.3 10.0 10.0 29.5 0.0 28.2 36.8 0.0 0.0 Incr Delay (d2), s/veh 0.4 3.0 3.0 0.4 1.1 1.1 1.5 0.0 1.1 1.4 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 7.7 7.7 1.0 4.4 4.6 4.4 0.0 5.2 2.8 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 14.0 20.4 20.4 12.6 11.2 11.1 31.1 0.0 29.3 38.2 0.0 0.0 LnGrp LOS B C C B B B C A C D A A
Approach Vol, veh/h 1002 959 506 131
Approach Delay, s/veh 20.2 11.3 30.1 38.2
Approach LOS C B C D
Timer - Assigned Phs 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s 59.3 30.7 10.6 48.8 13.1 17.6
Change Period (Y+Rc), s 6.5 6.0 5.0 6.5 4.6 6.0
Max Green Setting (Gmax), s 39.0 38.5 9.0 25.0 8.5 25.4 Max Q Clear Time (g_c+I1), s 13.4 14.2 4.6 20.0 10.5 8.2 Green Ext Time (p_c), s 7.1 1.7 0.1 3.0 0.0 0.6
Intersection Summary
HCM 6th Ctrl Delay 19.8
HCM 6th LOS B
ATTACHMENT 10 -701
HCM 6th Signalized Intersection Summary
16: San Fernando Blvd & Buena Vista St 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 161 301 61 50 317 502 63 1090 26 195 745 113 Future Volume (veh/h) 161 301 61 50 317 502 63 1090 26 195 745 113 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 171 320 65 53 337 534 67 1160 28 207 793 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 306 895 179 324 910 402 85 1389 34 234 1699
Arrive On Green 0.08 0.30 0.30 0.03 0.26 0.26 0.05 0.39 0.39 0.13 0.48 0.00 Sat Flow, veh/h 1781 2946 590 1781 3554 1572 1781 3546 86 1781 3554 1585 Grp Volume(v), veh/h 171 191 194 53 337 534 67 581 607 207 793 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1759 1781 1777 1572 1781 1777 1854 1781 1777 1585 Q Serve(g_s), s 10.8 13.1 13.5 3.4 12.2 40.0 5.8 46.2 46.2 17.8 23.4 0.0 Cycle Q Clear(g_c), s 10.8 13.1 13.5 3.4 12.2 40.0 5.8 46.2 46.2 17.8 23.4 0.0 Prop In Lane 1.00 0.34 1.00 1.00 1.00 0.05 1.00 1.00
Lane Grp Cap(c), veh/h 306 540 535 324 910 402 85 696 726 234 1699 V/C Ratio(X) 0.56 0.35 0.36 0.16 0.37 1.33 0.79 0.84 0.84 0.88 0.47 Avail Cap(c_a), veh/h 387 540 535 491 910 402 290 853 890 456 2047 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 37.2 42.4 42.5 40.6 47.8 58.1 73.6 43.0 43.0 66.7 27.4 0.0 Incr Delay (d2), s/veh 0.6 0.6 0.6 0.1 0.4 163.4 6.0 6.7 6.5 12.3 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.8 5.9 6.0 1.5 5.5 34.2 2.8 21.6 22.5 8.9 10.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.8 43.0 43.1 40.7 48.1 221.5 79.6 49.7 49.4 79.0 27.8 0.0 LnGrp LOS D D D D D F E D D E C
Approach Vol, veh/h 556 924 1255 1000 A
Approach Delay, s/veh 41.4 147.9 51.2 38.4
Approach LOS D F D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.0 53.5 12.0 80.7 17.5 46.0 25.6 67.2 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 5.0 6.0 Max Green Setting (Gmax), s 20.0 40.0 25.4 90.0 20.0 40.0 40.0 75.0 Max Q Clear Time (g_c+I1), s 5.4 15.5 7.8 25.4 12.8 42.0 19.8 48.2 Green Ext Time (p_c), s 0.0 3.3 0.1 14.4 0.1 0.0 0.7 13.0 Intersection Summary
HCM 6th Ctrl Delay 70.2
HCM 6th LOS E
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

ATTACHMENT 10 -702
HCM 6th Signalized Intersection Summary
17: Buena Vista St & Empire Ave 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 129 171 190 377 273 141 181 808 423 99 540 86 Future Volume (veh/h) 129 171 190 377 273 141 181 808 423 99 540 86 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.98 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 134 178 198 393 284 147 189 842 441 103 562 90 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 201 586 254 441 490 246 452 1776 788 150 1453 232 Arrive On Green 0.08 0.17 0.17 0.13 0.22 0.22 0.07 0.50 0.50 0.04 0.47 0.47 Sat Flow, veh/h 1781 3554 1539 3456 2272 1140 1781 3554 1576 3456 3066 490 Grp Volume(v), veh/h 134 178 198 393 220 211 189 842 441 103 325 327 Grp Sat Flow(s),veh/h/ln 1781 1777 1539 1728 1777 1635 1781 1777 1576 1728 1777 1779 Q Serve(g_s), s 9.8 6.2 14.2 15.7 15.5 16.3 7.5 21.7 15.6 4.1 16.5 16.6 Cycle Q Clear(g_c), s 9.8 6.2 14.2 15.7 15.5 16.3 7.5 21.7 15.6 4.1 16.5 16.6 Prop In Lane 1.00 1.00 1.00 0.70 1.00 1.00 1.00 0.28
Lane Grp Cap(c), veh/h 201 586 254 441 383 352 452 1776 788 150 842 843 V/C Ratio(X) 0.67 0.30 0.78 0.89 0.57 0.60 0.42 0.47 0.56 0.68 0.39 0.39 Avail Cap(c_a), veh/h 255 863 374 469 470 432 519 1776 788 296 842 843 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.89 0.89 0.89 1.00 1.00 1.00 Uniform Delay (d), s/veh 55.8 51.4 37.9 60.1 49.2 49.5 17.4 23.0 8.0 66.0 23.7 23.7 Incr Delay (d2), s/veh 3.5 0.3 6.2 17.9 1.4 1.6 0.4 0.8 2.6 4.1 1.3 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.6 2.8 5.9 8.0 7.1 6.8 3.2 9.3 5.6 1.9 7.3 7.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.3 51.7 44.1 78.0 50.5 51.1 17.8 23.8 10.6 70.1 25.0 25.1 LnGrp LOS E D D E D D B C B E C C
Approach Vol, veh/h 510 824 1472 755
Approach Delay, s/veh 50.8 63.8 19.1 31.2
Approach LOS D E B C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 23.9 29.1 14.7 72.4 16.8 36.2 11.1 76.0 Change Period (Y+Rc), s 6.0 * 6 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 19.0 * 34 15.0 50.0 16.0 37.0 12.0 53.0 Max Q Clear Time (g_c+I1), s 17.7 16.2 9.5 18.6 11.8 18.3 6.1 23.7 Green Ext Time (p_c), s 0.2 1.7 0.2 4.5 0.1 2.5 0.1 11.0 Intersection Summary
HCM 6th Ctrl Delay 36.5
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ATTACHMENT 10 -703
HCM Signalized Intersection Capacity Analysis
18: Vanowen St/Driveway & Buena Vista St 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 392 0 342 0 0 0 230 1000 0 0 918 285 Future Volume (vph) 392 0 342 0 0 0 230 1000 0 0 918 285 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.7 5.7 5.7 6.0 6.0 6.0 6.0
Lane Util. Factor 0.95 0.95 1.00 1.00 0.95 0.95 1.00
Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85
Flt Protected 0.95 0.95 1.00 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1681 1681 1538 1770 3539 3539 1560
Flt Permitted 0.95 0.95 1.00 0.95 1.00 1.00 1.00
Satd. Flow (perm) 1681 1681 1538 1770 3539 3539 1560
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 426 0 372 0 0 0 250 1087 0 0 998 310
RTOR Reduction (vph) 0 0 302 0 0 0 0 0 0 0 0 0
Lane Group Flow (vph) 213 213 70 0 0 0 250 1087 0 0 998 310 Confl. Peds. (#/hr) 7 7 7 7 1 1
Turn Type Split NA Perm Prot NA NA Perm
Protected Phases 4 4 3 5 2 6
Permitted Phases 4 3 6
Actuated Green, G (s) 27.2 27.2 27.2 27.6 105.6 72.0 72.0 Effective Green, g (s) 27.2 27.2 27.2 27.6 105.6 72.0 72.0 Actuated g/C Ratio 0.19 0.19 0.19 0.19 0.73 0.50 0.50
Clearance Time (s) 5.7 5.7 5.7 6.0 6.0 6.0 6.0
Vehicle Extension (s) 3.5 3.5 3.5 2.0 4.0 4.0 4.0
Lane Grp Cap (vph) 316 316 289 338 2586 1763 777
v/s Ratio Prot c0.13 0.13 c0.14 0.31 c0.28
v/s Ratio Perm 0.05 0.20
v/c Ratio 0.67 0.67 0.24 0.74 0.42 0.57 0.40
Uniform Delay, d1 54.5 54.5 49.9 55.1 7.6 25.3 22.7
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 5.8 5.8 0.5 7.1 0.5 1.3 1.5
Delay (s) 60.3 60.3 50.4 62.2 8.1 26.7 24.2
Level of Service E E D E A C C
Approach Delay (s) 55.7 0.0 18.2 26.1
Approach LOS E A B C
Intersection Summary
HCM 2000 Control Delay 29.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.65
Actuated Cycle Length (s) 144.5 Sum of lost time (s) 22.3 Intersection Capacity Utilization 70.4% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
ATTACHMENT 10 -704
HCM 6th Signalized Intersection Summary
19: Victory Blvd & Buena Vista St 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 200 766 160 123 127 211 273 858 70 320 851 107 Future Volume (veh/h) 200 766 160 123 127 211 273 858 70 320 851 107 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.97 1.00 0.97 1.00 0.97 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 208 798 167 128 132 220 284 894 73 333 886 111 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 422 879 381 194 759 327 377 1436 622 396 1495 648 Arrive On Green 0.10 0.25 0.25 0.07 0.21 0.21 0.11 0.40 0.40 0.13 0.42 0.42 Sat Flow, veh/h 1781 3554 1539 1781 3554 1532 1781 3554 1539 1781 3554 1541 Grp Volume(v), veh/h 208 798 167 128 132 220 284 894 73 333 886 111 Grp Sat Flow(s),veh/h/ln 1781 1777 1539 1781 1777 1532 1781 1777 1539 1781 1777 1541 Q Serve(g_s), s 12.4 30.5 12.8 7.8 4.2 18.5 12.9 28.0 4.2 15.1 26.9 6.3 Cycle Q Clear(g_c), s 12.4 30.5 12.8 7.8 4.2 18.5 12.9 28.0 4.2 15.1 26.9 6.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 422 879 381 194 759 327 377 1436 622 396 1495 648 V/C Ratio(X) 0.49 0.91 0.44 0.66 0.17 0.67 0.75 0.62 0.12 0.84 0.59 0.17 Avail Cap(c_a), veh/h 479 924 400 310 924 398 613 1436 622 602 1495 648 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.6 51.1 44.5 41.6 44.9 50.5 24.0 33.2 26.1 25.3 31.3 25.3 Incr Delay (d2), s/veh 0.7 12.3 0.8 2.9 0.1 3.3 2.3 2.0 0.4 5.6 1.7 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.5 15.1 5.0 3.6 1.9 7.4 5.6 12.5 1.6 6.9 12.0 2.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.2 63.4 45.3 44.4 45.1 53.8 26.3 35.3 26.5 30.9 33.0 25.9 LnGrp LOS D E D D D D C D C C C C
Approach Vol, veh/h 1173 480 1251 1330
Approach Delay, s/veh 56.0 48.9 32.7 31.9
Approach LOS E D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 14.4 40.6 20.1 64.9 19.1 35.9 22.4 62.6 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 19.0 36.4 34.0 29.4 19.0 36.4 34.0 29.4 Max Q Clear Time (g_c+I1), s 9.8 32.5 14.9 28.9 14.4 20.5 17.1 30.0 Green Ext Time (p_c), s 0.1 2.1 0.6 0.3 0.2 1.4 0.7 0.0 Intersection Summary
HCM 6th Ctrl Delay 40.7
HCM 6th LOS D
ATTACHMENT 10 -705
HCM 6th Signalized Intersection Summary
20: Burbank Blvd & Buena Vista St 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 147 578 188 145 550 123 206 974 120 142 888 208 Future Volume (veh/h) 147 578 188 145 550 123 206 974 120 142 888 208 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 153 602 196 151 573 128 215 1015 125 148 925 217 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 232 714 316 222 711 315 340 1798 798 306 1727 766 Arrive On Green 0.08 0.20 0.20 0.08 0.20 0.20 0.08 0.51 0.51 0.06 0.49 0.49 Sat Flow, veh/h 1781 3554 1573 1781 3554 1573 1781 3554 1577 1781 3554 1576 Grp Volume(v), veh/h 153 602 196 151 573 128 215 1015 125 148 925 217 Grp Sat Flow(s),veh/h/ln 1781 1777 1573 1781 1777 1573 1781 1777 1577 1781 1777 1576 Q Serve(g_s), s 9.4 22.8 15.9 9.3 21.5 9.9 8.4 27.7 6.0 5.8 25.3 11.5 Cycle Q Clear(g_c), s 9.4 22.8 15.9 9.3 21.5 9.9 8.4 27.7 6.0 5.8 25.3 11.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 232 714 316 222 711 315 340 1798 798 306 1727 766 V/C Ratio(X) 0.66 0.84 0.62 0.68 0.81 0.41 0.63 0.56 0.16 0.48 0.54 0.28 Avail Cap(c_a), veh/h 277 873 387 268 873 387 673 1798 798 674 1727 766 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.5 53.8 51.0 41.8 53.4 48.7 19.2 23.9 18.6 19.1 25.0 21.4 Incr Delay (d2), s/veh 3.6 6.4 2.1 4.4 4.6 0.8 1.5 1.3 0.4 0.9 1.2 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.4 10.8 6.5 4.4 10.1 4.0 3.6 11.9 2.3 2.5 11.0 4.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.2 60.1 53.1 46.3 58.0 49.6 20.7 25.2 19.0 19.9 26.2 22.4 LnGrp LOS D E D D E D C C B B C C
Approach Vol, veh/h 951 852 1355 1290
Approach Delay, s/veh 56.3 54.6 23.9 24.8
Approach LOS E D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 16.0 34.1 15.8 74.0 16.1 34.0 13.1 76.8 Change Period (Y+Rc), s 4.6 6.0 5.0 6.0 4.6 6.0 5.0 6.0 Max Green Setting (Gmax), s 15.0 34.4 37.0 32.0 15.0 34.4 37.0 32.0 Max Q Clear Time (g_c+I1), s 11.3 24.8 10.4 27.3 11.4 23.5 7.8 29.7 Green Ext Time (p_c), s 0.1 3.3 0.4 2.8 0.1 3.2 0.3 1.6 Intersection Summary
HCM 6th Ctrl Delay 37.0
HCM 6th LOS D
ATTACHMENT 10 -706
HCM 6th Signalized Intersection Summary
21: Magnolia Blvd & Buena Vista St 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 175 762 92 107 785 217 149 930 187 263 647 129 Future Volume (veh/h) 175 762 92 107 785 217 149 930 187 263 647 129 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 180 786 95 110 809 224 154 959 193 271 667 133 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 220 965 425 199 862 379 386 1462 641 329 1594 699 Arrive On Green 0.09 0.27 0.27 0.06 0.24 0.24 0.07 0.41 0.41 0.10 0.45 0.45 Sat Flow, veh/h 1781 3554 1564 1781 3554 1562 1781 3554 1557 1781 3554 1560 Grp Volume(v), veh/h 180 786 95 110 809 224 154 959 193 271 667 133 Grp Sat Flow(s),veh/h/ln 1781 1777 1564 1781 1777 1562 1781 1777 1557 1781 1777 1560 Q Serve(g_s), s 10.4 29.0 6.6 6.4 31.3 17.8 6.9 30.5 11.7 11.8 17.8 7.2 Cycle Q Clear(g_c), s 10.4 29.0 6.6 6.4 31.3 17.8 6.9 30.5 11.7 11.8 17.8 7.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 220 965 425 199 862 379 386 1462 641 329 1594 699 V/C Ratio(X) 0.82 0.81 0.22 0.55 0.94 0.59 0.40 0.66 0.30 0.82 0.42 0.19 Avail Cap(c_a), veh/h 253 965 425 283 873 384 740 1462 641 617 1594 699 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.1 47.7 39.6 39.0 52.0 46.9 21.7 33.2 27.7 26.3 26.2 23.3 Incr Delay (d2), s/veh 15.8 5.5 0.3 1.8 17.3 2.4 0.5 2.3 1.2 3.9 0.8 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.5 13.6 2.6 2.9 16.0 7.2 3.0 13.6 4.6 5.3 7.8 2.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 53.9 53.2 39.8 40.7 69.3 49.2 22.2 35.5 28.9 30.2 27.0 23.9 LnGrp LOS D D D D E D C D C C C C
Approach Vol, veh/h 1061 1143 1306 1071
Approach Delay, s/veh 52.1 62.6 33.0 27.4
Approach LOS D E C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.0 44.0 14.2 68.8 17.0 40.0 19.4 63.6 Change Period (Y+Rc), s 4.6 6.0 5.0 6.0 4.6 6.0 5.0 6.0 Max Green Setting (Gmax), s 15.0 34.4 37.0 32.0 15.0 34.4 37.0 32.0 Max Q Clear Time (g_c+I1), s 8.4 31.0 8.9 19.8 12.4 33.3 13.8 32.5 Green Ext Time (p_c), s 0.1 1.8 0.3 4.0 0.1 0.7 0.6 0.0 Intersection Summary
HCM 6th Ctrl Delay 43.5
HCM 6th LOS D
ATTACHMENT 10 -707
HCM 6th Signalized Intersection Summary
22: Olive Ave & Buena Vista St 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 339 951 96 124 615 57 101 801 156 95 397 186 Future Volume (veh/h) 339 951 96 124 615 57 101 801 156 95 397 186 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.99 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 361 1012 102 132 654 61 107 852 166 101 422 198 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 384 1065 107 190 736 69 393 1423 625 252 1415 622 Arrive On Green 0.17 0.33 0.33 0.07 0.22 0.22 0.05 0.40 0.40 0.05 0.40 0.40 Sat Flow, veh/h 1781 3255 328 1781 3279 305 1781 3554 1561 1781 3554 1561 Grp Volume(v), veh/h 361 552 562 132 354 361 107 852 166 101 422 198 Grp Sat Flow(s),veh/h/ln 1781 1777 1806 1781 1777 1808 1781 1777 1561 1781 1777 1561 Q Serve(g_s), s 22.1 42.5 42.5 7.9 27.0 27.1 4.9 26.5 10.0 4.7 11.4 12.2 Cycle Q Clear(g_c), s 22.1 42.5 42.5 7.9 27.0 27.1 4.9 26.5 10.0 4.7 11.4 12.2 Prop In Lane 1.00 0.18 1.00 0.17 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 384 581 591 190 399 406 393 1423 625 252 1415 622 V/C Ratio(X) 0.94 0.95 0.95 0.69 0.89 0.89 0.27 0.60 0.27 0.40 0.30 0.32 Avail Cap(c_a), veh/h 418 581 591 305 449 457 420 1423 625 283 1415 622 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.6 46.0 46.0 40.9 52.6 52.6 23.3 33.1 28.2 25.8 28.8 29.0 Incr Delay (d2), s/veh 27.9 25.5 25.3 3.4 17.6 17.7 0.3 1.9 1.0 0.8 0.5 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 12.6 22.8 23.1 3.7 14.0 14.3 2.1 11.8 4.0 2.1 5.0 4.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 65.4 71.4 71.3 44.2 70.2 70.3 23.6 35.0 29.2 26.6 29.3 30.4 LnGrp LOS E E E D E E C C C C C C
Approach Vol, veh/h 1475 847 1125 721
Approach Delay, s/veh 69.9 66.2 33.0 29.2
Approach LOS E E C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 14.6 51.8 11.9 61.7 28.9 37.4 11.6 62.0 Change Period (Y+Rc), s 4.6 6.0 5.0 6.0 4.6 6.0 5.0 6.0 Max Green Setting (Gmax), s 19.0 43.4 9.0 47.0 27.0 35.4 9.0 47.0 Max Q Clear Time (g_c+I1), s 9.9 44.5 6.9 14.2 24.1 29.1 6.7 28.5 Green Ext Time (p_c), s 0.2 0.0 0.0 3.8 0.3 2.3 0.0 6.5 Intersection Summary
HCM 6th Ctrl Delay 52.2
HCM 6th LOS D
ATTACHMENT 10 -708
HCM 6th Signalized Intersection Summary
23: Alameda Ave & Buena Vista St 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 225 987 133 231 545 215 107 693 134 269 320 61 Future Volume (veh/h) 225 987 133 231 545 215 107 693 134 269 320 61 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 0.98 0.96 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 239 1050 141 246 580 229 114 737 143 286 340 65 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 288 1120 491 295 1152 506 453 1115 479 352 1342 581 Arrive On Green 0.08 0.32 0.32 0.09 0.32 0.32 0.06 0.31 0.31 0.12 0.38 0.38 Sat Flow, veh/h 3456 3554 1559 3456 3554 1560 1781 3554 1527 1781 3554 1537 Grp Volume(v), veh/h 239 1050 141 246 580 229 114 737 143 286 340 65 Grp Sat Flow(s),veh/h/ln 1728 1777 1559 1728 1777 1560 1781 1777 1527 1781 1777 1537 Q Serve(g_s), s 9.5 40.2 7.6 9.8 18.5 16.3 6.0 25.1 7.4 14.7 9.2 3.8 Cycle Q Clear(g_c), s 9.5 40.2 7.6 9.8 18.5 16.3 6.0 25.1 7.4 14.7 9.2 3.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 288 1120 491 295 1152 506 453 1115 479 352 1342 581 V/C Ratio(X) 0.83 0.94 0.29 0.83 0.50 0.45 0.25 0.66 0.30 0.81 0.25 0.11 Avail Cap(c_a), veh/h 346 1142 501 346 1152 506 605 1115 479 403 1342 581 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 63.2 46.6 23.2 63.0 38.2 37.5 29.5 41.6 20.5 30.0 30.0 28.3 Incr Delay (d2), s/veh 12.5 14.1 0.3 13.4 0.4 0.6 0.2 3.1 1.6 10.1 0.5 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.7 19.9 2.9 4.9 8.2 6.4 2.6 11.5 2.9 7.3 4.1 1.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 75.7 60.7 23.5 76.4 38.6 38.1 29.8 44.7 22.1 40.1 30.4 28.7 LnGrp LOS E E C E D D C D C D C C
Approach Vol, veh/h 1430 1055 994 691
Approach Delay, s/veh 59.5 47.3 39.7 34.3
Approach LOS E D D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 18.0 50.1 13.1 58.9 16.7 51.4 22.0 49.9 Change Period (Y+Rc), s 6.0 * 6 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 14.0 * 45 20.0 39.0 14.0 45.0 21.0 38.0 Max Q Clear Time (g_c+I1), s 11.8 42.2 8.0 11.2 11.5 20.5 16.7 27.1 Green Ext Time (p_c), s 0.1 1.9 0.1 2.5 0.2 5.0 0.3 4.2 Intersection Summary
HCM 6th Ctrl Delay 47.5
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ATTACHMENT 10 -709
HCM Signalized Intersection Capacity Analysis
24: Riverside Dr & SR 134 Ramps/Buena Vista St & SR 134 WB On Ramp 10/27/2021 Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement WBL2 WBL WBT WBR NBL NBT NBR SBL SBT SBR SBR2 NEL Lane Configurations
Traffic Volume (vph) 65 274 310 223 120 649 69 108 184 37 329 101 Future Volume (vph) 65 274 310 223 120 649 69 108 184 37 329 101 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.6 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 4.6 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 0.95 1.00 0.91 0.91 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 1.00 0.99 0.98 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.85 1.00 0.99 1.00 0.92 0.85 1.00
Flt Protected 0.95 0.95 0.99 1.00 0.95 1.00 0.95 1.00 1.00 0.95 Satd. Flow (prot) 1770 1681 1746 1555 1770 3483 1770 3104 1416 1770 Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 Satd. Flow (perm) 1770 1770 1770 1555 1770 3483 1770 3104 1416 1770 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 68 285 323 232 125 676 72 112 192 39 343 105 RTOR Reduction (vph) 0 0 0 53 0 4 0 0 0 0 0 0
Lane Group Flow (vph) 68 168 440 179 125 744 0 113 392 0 182 105 Confl. Peds. (#/hr) 3 3 3 1 1 3 3
Turn Type Prot Perm NA Perm Split NA Split NA Perm Prot Protected Phases 1 6 8 8 7 7 5
Permitted Phases 6 6 7
Actuated Green, G (s) 12.2 50.7 50.7 50.7 41.5 41.5 28.7 28.7 28.7 15.0 Effective Green, g (s) 12.2 50.7 50.7 50.7 41.5 41.5 28.7 28.7 28.7 15.0 Actuated g/C Ratio 0.08 0.32 0.32 0.32 0.26 0.26 0.18 0.18 0.18 0.09 Clearance Time (s) 4.6 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 4.6 Vehicle Extension (s) 2.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 2.5 Lane Grp Cap (vph) 134 560 560 492 459 903 317 556 253 165 v/s Ratio Prot 0.04 0.07 c0.21 0.06 0.13 c0.06
v/s Ratio Perm 0.09 0.25 0.11 c0.13
v/c Ratio 0.51 0.30 0.79 0.36 0.27 0.82 0.36 0.71 0.72 0.64 Uniform Delay, d1 71.0 41.3 49.7 42.2 47.2 55.8 57.6 61.7 61.9 69.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.2 0.4 7.4 0.5 0.4 6.3 0.8 4.2 9.7 6.9 Delay (s) 73.2 41.6 57.1 42.7 47.6 62.2 58.4 65.9 71.6 76.7 Level of Service E D E D D E E E E E
Approach Delay (s) 51.8 60.1 66.2 72.6
Approach LOS D E E E
Intersection Summary
HCM 2000 Control Delay 62.7 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.85
Actuated Cycle Length (s) 160.0 Sum of lost time (s) 24.1 Intersection Capacity Utilization 96.8% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
ATTACHMENT 10 -710
HCM Signalized Intersection Capacity Analysis
24: Riverside Dr & SR 134 Ramps/Buena Vista St & SR 134 WB On Ramp 10/27/2021 Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement NER
Lane Configurations
Traffic Volume (vph) 856
Future Volume (vph) 856
Ideal Flow (vphpl) 1900
Total Lost time (s) 6.5
Lane Util. Factor 0.88
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot) 2787
Flt Permitted 1.00
Satd. Flow (perm) 2787
Peak-hour factor, PHF 0.96
Adj. Flow (vph) 892
RTOR Reduction (vph) 0
Lane Group Flow (vph) 892
Confl. Peds. (#/hr) 1
Turn Type Prot
Protected Phases 2
Permitted Phases
Actuated Green, G (s) 53.5
Effective Green, g (s) 53.5
Actuated g/C Ratio 0.33
Clearance Time (s) 6.5
Vehicle Extension (s) 3.5
Lane Grp Cap (vph) 931
v/s Ratio Prot c0.32
v/s Ratio Perm
v/c Ratio 0.96
Uniform Delay, d1 52.2
Progression Factor 1.00
Incremental Delay, d2 20.0
Delay (s) 72.1
Level of Service E
Approach Delay (s)
Approach LOS
Intersection Summary
ATTACHMENT 10 -711
HCM Signalized Intersection Capacity Analysis
25: Burbank Blvd & Victory Blvd 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 142 1214 246 252 1493 578 455 508 228 735 487 146 Future Volume (vph) 142 1214 246 252 1493 578 455 508 228 735 487 146 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 6.0 6.0 5.0 6.0 6.0 6.0 6.0 5.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 1.00 0.86 0.86 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.99 1.00 1.00 0.99 1.00 1.00 0.96 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.99 1.00 Satd. Flow (prot) 3433 5085 1559 3433 5085 1570 3433 3539 1570 3044 3170 1522 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.99 1.00 Satd. Flow (perm) 3433 5085 1559 3433 5085 1570 3433 3539 1570 3044 3170 1522 Peak-hour factor, PHF 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Adj. Flow (vph) 143 1226 248 255 1508 584 460 513 230 742 492 147 RTOR Reduction (vph) 0 0 37 0 0 57 0 0 33 0 0 54
Lane Group Flow (vph) 143 1226 211 255 1508 527 460 513 197 608 626 93 Confl. Peds. (#/hr) 2 7 7 2 18 1 1 18
Turn Type Prot NA pm+ov Prot NA pm+ov Split NA pm+ov Split NA Perm Protected Phases 1 6 7 5 2 3 7 7 5 3 3
Permitted Phases 6 2 7 3
Actuated Green, G (s) 12.7 57.9 93.0 18.3 63.5 111.2 35.1 35.1 53.4 47.7 47.7 47.7 Effective Green, g (s) 12.7 57.9 93.0 18.3 63.5 111.2 35.1 35.1 53.4 47.7 47.7 47.7 Actuated g/C Ratio 0.07 0.32 0.51 0.10 0.35 0.61 0.19 0.19 0.29 0.26 0.26 0.26 Clearance Time (s) 5.0 6.0 6.0 5.0 6.0 6.0 6.0 6.0 5.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 3.0 3.0 2.0 3.0 3.0 3.0 3.0 2.0 3.0 3.0 3.0 Lane Grp Cap (vph) 239 1617 796 345 1774 1011 662 682 460 797 830 398 v/s Ratio Prot 0.04 0.24 0.05 c0.07 c0.30 0.14 0.13 c0.14 0.04 c0.20 0.20 v/s Ratio Perm 0.08 0.20 0.08 0.06
v/c Ratio 0.60 0.76 0.27 0.74 0.85 0.52 0.69 0.75 0.43 0.76 0.75 0.23 Uniform Delay, d1 82.2 55.8 25.2 79.5 54.8 20.2 68.5 69.3 52.0 61.9 61.8 52.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.3 2.1 0.2 7.0 4.1 0.5 3.2 4.7 0.2 4.4 3.9 0.3 Delay (s) 85.5 57.8 25.4 86.5 59.0 20.7 71.6 74.0 52.2 66.3 65.7 53.1 Level of Service F E C F E C E E D E E D
Approach Delay (s) 55.3 52.4 68.9 64.6
Approach LOS E D E E
Intersection Summary
HCM 2000 Control Delay 58.7 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.80
Actuated Cycle Length (s) 182.0 Sum of lost time (s) 23.0 Intersection Capacity Utilization 90.1% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
ATTACHMENT 10 -712
HCM 6th Signalized Intersection Summary
26: Victory Blvd/Victory Pl & Magnolia Blvd 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 159 852 211 144 607 179 219 832 147 266 884 140 Future Volume (veh/h) 159 852 211 144 607 179 219 832 147 266 884 140 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 161 861 213 145 613 181 221 840 148 269 893 141 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 234 611 151 191 746 327 357 1624 716 387 1676 739 Arrive On Green 0.09 0.22 0.22 0.08 0.21 0.21 0.08 0.46 0.46 0.10 0.47 0.47 Sat Flow, veh/h 1781 2812 695 1781 3554 1556 1781 3554 1567 1781 3554 1568 Grp Volume(v), veh/h 161 544 530 145 613 181 221 840 148 269 893 141 Grp Sat Flow(s),veh/h/ln 1781 1777 1730 1781 1777 1556 1781 1777 1567 1781 1777 1568 Q Serve(g_s), s 9.8 30.4 30.4 8.8 23.1 14.6 9.1 23.5 7.9 11.1 24.8 7.3 Cycle Q Clear(g_c), s 9.8 30.4 30.4 8.8 23.1 14.6 9.1 23.5 7.9 11.1 24.8 7.3 Prop In Lane 1.00 0.40 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 234 386 376 191 746 327 357 1624 716 387 1676 739 V/C Ratio(X) 0.69 1.41 1.41 0.76 0.82 0.55 0.62 0.52 0.21 0.69 0.53 0.19 Avail Cap(c_a), veh/h 400 386 376 370 772 338 581 1624 716 585 1676 739 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.7 54.8 54.8 41.7 52.8 49.4 20.1 27.0 22.8 20.2 26.1 21.5 Incr Delay (d2), s/veh 1.3 199.2 200.1 2.4 6.9 1.8 0.7 1.2 0.7 0.8 1.2 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.4 34.9 34.1 4.0 11.0 5.9 3.9 10.3 3.1 4.7 10.8 2.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 42.0 254.0 254.9 44.1 59.7 51.3 20.8 28.2 23.4 21.0 27.3 22.0 LnGrp LOS D F F D E D C C C C C C
Approach Vol, veh/h 1235 939 1209 1303
Approach Delay, s/veh 226.8 55.7 26.3 25.5
Approach LOS F E C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 16.0 72.0 15.5 36.4 18.1 70.0 16.5 35.4 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 29.0 34.4 25.0 30.4 29.0 34.4 25.0 30.4 Max Q Clear Time (g_c+I1), s 11.1 26.8 10.8 32.4 13.1 25.5 11.8 25.1 Green Ext Time (p_c), s 0.3 3.9 0.2 0.0 0.3 4.1 0.2 2.2 Intersection Summary
HCM 6th Ctrl Delay 84.8
HCM 6th LOS F
ATTACHMENT 10 -713
HCM 6th Signalized Intersection Summary
27: Olive Ave & Victory Blvd 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 226 934 41 113 679 198 82 761 165 159 798 244 Future Volume (veh/h) 226 934 41 113 679 198 82 761 165 159 798 244 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.97 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 231 953 42 115 693 202 84 777 168 162 814 249 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 394 1661 73 299 1580 692 166 845 364 211 964 417 Arrive On Green 0.08 0.48 0.48 0.05 0.44 0.44 0.05 0.24 0.24 0.08 0.27 0.27 Sat Flow, veh/h 1781 3464 153 1781 3554 1556 1781 3554 1531 1781 3554 1538 Grp Volume(v), veh/h 231 489 506 115 693 202 84 777 168 162 814 249 Grp Sat Flow(s),veh/h/ln 1781 1777 1840 1781 1777 1556 1781 1777 1531 1781 1777 1538 Q Serve(g_s), s 9.5 27.7 27.7 4.9 18.8 11.6 4.9 29.9 13.2 9.3 30.3 19.7 Cycle Q Clear(g_c), s 9.5 27.7 27.7 4.9 18.8 11.6 4.9 29.9 13.2 9.3 30.3 19.7 Prop In Lane 1.00 0.08 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 394 852 882 299 1580 692 166 845 364 211 964 417 V/C Ratio(X) 0.59 0.57 0.57 0.38 0.44 0.29 0.51 0.92 0.46 0.77 0.84 0.60 Avail Cap(c_a), veh/h 613 852 882 580 1580 692 322 873 376 308 964 417 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 19.2 26.2 26.2 21.5 26.8 24.8 40.2 52.1 45.7 38.5 48.2 44.4 Incr Delay (d2), s/veh 0.5 2.8 2.7 0.3 0.9 1.1 0.9 14.4 0.9 3.5 7.0 2.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.0 12.4 12.8 2.1 8.3 4.5 2.2 15.0 5.1 4.3 14.4 7.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.8 29.0 28.9 21.8 27.7 25.9 41.1 66.5 46.6 42.0 55.2 46.7 LnGrp LOS B C C C C C D E D D E D
Approach Vol, veh/h 1226 1010 1029 1225
Approach Delay, s/veh 27.2 26.7 61.2 51.7
Approach LOS C C E D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.5 73.1 11.3 44.0 16.4 68.3 16.0 39.3 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 29.0 36.4 19.0 34.4 29.0 36.4 19.0 34.4 Max Q Clear Time (g_c+I1), s 6.9 29.7 6.9 32.3 11.5 20.8 11.3 31.9 Green Ext Time (p_c), s 0.1 3.4 0.1 1.3 0.3 5.0 0.1 1.4 Intersection Summary
HCM 6th Ctrl Delay 41.5
HCM 6th LOS D
ATTACHMENT 10 -714
HCM 6th Signalized Intersection Summary
28: Alameda Ave & Victory Blvd 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 72 1365 135 111 578 256 120 442 132 367 538 42 Future Volume (veh/h) 72 1365 135 111 578 256 120 442 132 367 538 42 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 0.99 0.98 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 74 1407 139 114 596 264 124 456 136 378 555 43 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 386 1790 793 191 1806 800 210 524 155 513 1112 86 Arrive On Green 0.04 0.50 0.50 0.04 0.51 0.51 0.19 0.19 0.19 0.11 0.33 0.33 Sat Flow, veh/h 1781 3554 1575 1781 3554 1575 814 2692 796 3456 3339 258 Grp Volume(v), veh/h 74 1407 139 114 596 264 124 300 292 378 295 303 Grp Sat Flow(s),veh/h/ln 1781 1777 1575 1781 1777 1575 814 1777 1711 1728 1777 1821 Q Serve(g_s), s 2.8 45.5 6.7 4.3 13.9 13.9 20.3 22.9 23.2 11.8 18.6 18.7 Cycle Q Clear(g_c), s 2.8 45.5 6.7 4.3 13.9 13.9 20.3 22.9 23.2 11.8 18.6 18.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.47 1.00 0.14
Lane Grp Cap(c), veh/h 386 1790 793 191 1806 800 210 346 333 513 591 606 V/C Ratio(X) 0.19 0.79 0.18 0.60 0.33 0.33 0.59 0.87 0.88 0.74 0.50 0.50 Avail Cap(c_a), veh/h 441 1790 793 238 1806 800 228 386 372 717 736 754 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.9 28.6 18.9 26.5 20.4 20.3 53.5 54.6 54.7 39.8 37.3 37.4 Incr Delay (d2), s/veh 0.1 3.6 0.5 1.1 0.5 1.1 3.4 17.0 19.1 2.5 0.7 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 20.0 2.6 1.8 5.9 5.4 4.4 11.9 11.8 5.2 8.3 8.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.0 32.1 19.4 27.6 20.8 21.5 57.0 71.6 73.9 42.3 38.0 38.0 LnGrp LOS B C B C C C E E E D D D
Approach Vol, veh/h 1620 974 716 976
Approach Delay, s/veh 30.3 21.8 70.0 39.7
Approach LOS C C E D
Timer - Assigned Phs 1 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 19.3 33.3 10.9 76.5 52.6 10.3 77.1 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 6.0 4.6 6.0
Max Green Setting (Gmax), s 23.0 30.4 10.0 55.4 58.0 10.0 55.4 Max Q Clear Time (g_c+I1), s 13.8 25.2 6.3 47.5 20.7 4.8 15.9 Green Ext Time (p_c), s 0.9 2.0 0.0 5.7 4.1 0.0 5.8
Intersection Summary
HCM 6th Ctrl Delay 37.1
HCM 6th LOS D
ATTACHMENT 10 -715
HCM 6th Signalized Intersection Summary
29: Burbank Blvd & San Fernando Blvd 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 836 649 576 21 412 87 246 366 20 71 170 446 Future Volume (veh/h) 836 649 576 21 412 87 246 366 20 71 170 446 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.95 1.00 1.00 0.97 1.00 0.98 1.00 0.94 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 853 662 0 21 420 89 251 373 20 72 173 455 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 946 1256 82 683 295 412 952 51 103 383 539
Arrive On Green 0.20 0.35 0.00 0.05 0.19 0.19 0.12 0.28 0.28 0.06 0.20 0.20 Sat Flow, veh/h 3456 3554 1585 1781 3554 1536 3456 3426 183 1781 1870 2633 Grp Volume(v), veh/h 853 662 0 21 420 89 251 193 200 72 173 455 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1781 1777 1536 1728 1777 1832 1781 1870 1317 Q Serve(g_s), s 13.5 12.5 0.0 1.0 9.1 4.2 5.8 7.4 7.5 3.3 6.8 10.9 Cycle Q Clear(g_c), s 13.5 12.5 0.0 1.0 9.1 4.2 5.8 7.4 7.5 3.3 6.8 10.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 1.00
Lane Grp Cap(c), veh/h 946 1256 82 683 295 412 494 509 103 383 539 V/C Ratio(X) 0.90 0.53 0.26 0.62 0.30 0.61 0.39 0.39 0.70 0.45 0.84 Avail Cap(c_a), veh/h 1090 1265 634 1265 547 2461 1265 1305 423 666 938 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.3 21.6 0.0 38.8 31.2 29.2 35.2 24.6 24.7 39.0 29.3 19.5 Incr Delay (d2), s/veh 8.8 0.5 0.0 2.0 1.1 0.7 3.1 0.6 0.6 3.1 0.6 2.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.1 5.1 0.0 0.5 3.9 1.6 2.6 3.1 3.2 1.5 3.1 3.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.0 22.1 0.0 40.7 32.3 29.9 38.4 25.3 25.3 42.1 30.0 22.3 LnGrp LOS D C D C C D C C D C C
Approach Vol, veh/h 1515 A 530 644 700
Approach Delay, s/veh 31.6 32.2 30.4 26.2
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.9 29.7 22.5 22.2 16.3 23.3 8.9 35.8 Change Period (Y+Rc), s 5.0 6.3 6.0 * 6 6.3 * 6 5.0 6.0 Max Green Setting (Gmax), s 20.0 60.0 20.0 * 30 60.0 * 30 30.0 30.0 Max Q Clear Time (g_c+I1), s 5.3 9.5 15.5 11.1 7.8 12.9 3.0 14.5 Green Ext Time (p_c), s 0.1 3.1 1.0 3.5 2.2 2.2 0.0 4.7 Intersection Summary
HCM 6th Ctrl Delay 30.4
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay.

ATTACHMENT 10 -716
HCM 6th Signalized Intersection Summary
30: Magnolia Blvd & First St 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 296 788 325 64 563 93 258 417 128 152 369 231 Future Volume (veh/h) 296 788 325 64 563 93 258 417 128 152 369 231 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 312 829 342 67 593 98 272 439 135 160 388 243 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 471 1798 760 315 1578 837 287 649 287 278 649 423 Arrive On Green 0.09 0.48 0.48 0.05 0.44 0.44 0.09 0.18 0.18 0.09 0.18 0.18 Sat Flow, veh/h 1781 3741 1580 1781 3554 1580 1781 3554 1572 1781 3554 1572 Grp Volume(v), veh/h 312 829 342 67 593 98 272 439 135 160 388 243 Grp Sat Flow(s),veh/h/ln 1781 1870 1580 1781 1777 1580 1781 1777 1572 1781 1777 1572 Q Serve(g_s), s 9.0 15.5 15.1 2.1 11.7 3.3 9.0 12.1 8.1 7.6 10.5 14.0 Cycle Q Clear(g_c), s 9.0 15.5 15.1 2.1 11.7 3.3 9.0 12.1 8.1 7.6 10.5 14.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 471 1798 760 315 1578 837 287 649 287 278 649 423 V/C Ratio(X) 0.66 0.46 0.45 0.21 0.38 0.12 0.95 0.68 0.47 0.58 0.60 0.57 Avail Cap(c_a), veh/h 471 1798 760 381 1578 837 287 1097 485 278 1097 621 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 16.0 18.2 18.1 14.8 19.5 12.4 38.2 40.0 38.4 31.7 39.4 33.2 Incr Delay (d2), s/veh 2.8 0.9 1.9 0.1 0.7 0.3 39.1 1.2 1.2 1.9 0.9 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.3 6.7 5.7 0.8 4.9 1.2 5.8 5.4 3.2 3.4 4.6 5.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 18.8 19.0 20.0 14.9 20.2 12.7 77.3 41.3 39.6 33.7 40.3 34.5 LnGrp LOS B B B B C B E D D C D C
Approach Vol, veh/h 1483 758 846 791
Approach Delay, s/veh 19.2 18.7 52.6 37.2
Approach LOS B B D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.7 56.5 13.6 25.2 13.6 52.6 13.6 25.2 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 9.0 33.4 9.0 32.4 9.0 33.4 9.0 32.4 Max Q Clear Time (g_c+I1), s 4.1 17.5 9.6 14.1 11.0 13.7 11.0 16.0 Green Ext Time (p_c), s 0.0 6.5 0.0 3.2 0.0 4.3 0.0 3.1 Intersection Summary
HCM 6th Ctrl Delay 30.1
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

ATTACHMENT 10 -717
HCM 6th Signalized Intersection Summary
31: Olive Ave & First St 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 338 780 235 55 492 134 188 344 70 63 358 133 Future Volume (veh/h) 338 780 235 55 492 134 188 344 70 63 358 133 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 0.98 0.95 0.97 0.93 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 360 830 250 59 523 143 200 366 74 67 381 141 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 512 1398 421 280 1636 716 302 705 140 245 649 428 Arrive On Green 0.10 0.52 0.52 0.04 0.46 0.46 0.10 0.24 0.24 0.04 0.18 0.18 Sat Flow, veh/h 1781 2680 807 1781 3554 1556 1781 2923 583 1781 3554 1478 Grp Volume(v), veh/h 360 550 530 59 523 143 200 221 219 67 381 141 Grp Sat Flow(s),veh/h/ln 1781 1777 1710 1781 1777 1556 1781 1777 1728 1781 1777 1478 Q Serve(g_s), s 14.0 30.0 30.1 2.4 13.0 7.6 12.5 15.1 15.5 4.2 13.7 10.6 Cycle Q Clear(g_c), s 14.0 30.0 30.1 2.4 13.0 7.6 12.5 15.1 15.5 4.2 13.7 10.6 Prop In Lane 1.00 0.47 1.00 1.00 1.00 0.34 1.00 1.00
Lane Grp Cap(c), veh/h 512 927 892 280 1636 716 302 428 417 245 649 428 V/C Ratio(X) 0.70 0.59 0.59 0.21 0.32 0.20 0.66 0.51 0.53 0.27 0.59 0.33 Avail Cap(c_a), veh/h 512 927 892 390 1636 716 302 571 556 350 1142 634 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 18.3 23.2 23.2 20.0 23.9 22.5 40.1 46.0 46.2 44.0 52.4 39.8 Incr Delay (d2), s/veh 4.1 2.8 2.9 0.1 0.5 0.6 4.9 1.2 1.2 0.2 1.0 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.7 13.2 12.8 1.0 5.7 3.0 5.9 6.8 6.8 1.9 6.3 4.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 22.4 26.0 26.1 20.2 24.4 23.1 45.0 47.2 47.4 44.2 53.4 40.4 LnGrp LOS C C C C C C D D D D D D
Approach Vol, veh/h 1440 725 640 589
Approach Delay, s/veh 25.1 23.8 46.6 49.3
Approach LOS C C D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.8 39.7 19.0 70.4 19.0 31.6 10.4 79.1 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 14.0 45.0 14.0 45.0 14.0 45.0 14.0 45.0 Max Q Clear Time (g_c+I1), s 6.2 17.5 16.0 15.0 14.5 15.7 4.4 32.1 Green Ext Time (p_c), s 0.0 3.4 0.0 5.3 0.0 3.9 0.0 6.8 Intersection Summary
HCM 6th Ctrl Delay 33.1
HCM 6th LOS C
ATTACHMENT 10 -718
HCM 6th Signalized Intersection Summary
32: Alameda Ave & San Fernando Blvd 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 351 852 249 60 467 67 410 585 93 133 471 185 Future Volume (veh/h) 351 852 249 60 467 67 410 585 93 133 471 185 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.95 0.99 0.96 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 373 906 265 64 497 71 436 622 99 141 501 197 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 1128 1314 383 82 618 88 591 711 113 215 692 293 Arrive On Green 0.33 0.49 0.49 0.05 0.20 0.20 0.12 0.23 0.23 0.08 0.19 0.19 Sat Flow, veh/h 3456 2699 787 1781 3100 440 3456 3050 484 1781 3554 1504 Grp Volume(v), veh/h 373 596 575 64 284 284 436 362 359 141 501 197 Grp Sat Flow(s),veh/h/ln 1728 1777 1709 1781 1777 1764 1728 1777 1758 1781 1777 1504 Q Serve(g_s), s 11.4 36.2 36.4 5.0 21.3 21.5 13.7 27.4 27.6 8.8 18.5 8.3 Cycle Q Clear(g_c), s 11.4 36.2 36.4 5.0 21.3 21.5 13.7 27.4 27.6 8.8 18.5 8.3 Prop In Lane 1.00 0.46 1.00 0.25 1.00 0.28 1.00 1.00
Lane Grp Cap(c), veh/h 1128 865 832 82 354 352 591 414 410 215 692 293 V/C Ratio(X) 0.33 0.69 0.69 0.78 0.80 0.81 0.74 0.87 0.88 0.66 0.72 0.67 Avail Cap(c_a), veh/h 1128 865 832 280 609 605 662 470 465 230 762 322 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.6 27.7 27.8 66.1 53.4 53.5 38.7 51.7 51.8 42.5 52.8 12.4 Incr Delay (d2), s/veh 0.1 4.5 4.7 11.1 17.1 17.9 3.6 15.6 16.1 5.4 3.3 5.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.9 16.4 15.9 2.5 11.2 11.3 6.1 14.0 14.0 4.2 8.6 3.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.7 32.2 32.5 77.1 70.5 71.4 42.3 67.3 67.9 47.9 56.1 17.6 LnGrp LOS D C C E E E D E E D E B
Approach Vol, veh/h 1544 632 1157 839
Approach Delay, s/veh 33.1 71.6 58.1 45.7
Approach LOS C E E D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 21.1 33.3 51.7 33.9 15.8 38.6 11.5 74.2 Change Period (Y+Rc), s 5.0 6.0 6.0 * 6 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 19.0 30.0 21.0 * 48 12.0 37.0 22.0 47.0 Max Q Clear Time (g_c+I1), s 15.7 20.5 13.4 23.5 10.8 29.6 7.0 38.4 Green Ext Time (p_c), s 0.5 3.3 0.7 4.4 0.0 3.0 0.1 5.4 Intersection Summary
HCM 6th Ctrl Delay 48.4
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ATTACHMENT 10 -719
HCM 6th Signalized Intersection Summary
33: Magnolia Blvd & Glenoaks Blvd 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 186 275 208 35 238 45 175 1212 62 85 983 146 Future Volume (veh/h) 186 275 208 35 238 45 175 1212 62 85 983 146 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.97 0.95 0.98 0.95 1.00 0.97 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 194 286 217 36 248 47 182 1262 65 89 1024 152 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 306 527 423 214 835 155 304 1628 84 255 1412 209 Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.08 0.47 0.47 0.06 0.46 0.46 Sat Flow, veh/h 1053 1870 1502 880 2963 550 1781 3432 177 1781 3078 456 Grp Volume(v), veh/h 194 286 217 36 147 148 182 652 675 89 590 586 Grp Sat Flow(s),veh/h/ln 1053 1870 1502 880 1777 1736 1781 1777 1832 1781 1777 1758 Q Serve(g_s), s 16.0 11.7 10.9 3.3 5.8 6.0 4.8 27.5 27.6 2.3 24.2 24.3 Cycle Q Clear(g_c), s 22.0 11.7 10.9 14.9 5.8 6.0 4.8 27.5 27.6 2.3 24.2 24.3 Prop In Lane 1.00 1.00 1.00 0.32 1.00 0.10 1.00 0.26
Lane Grp Cap(c), veh/h 306 527 423 214 501 489 304 843 869 255 815 806 V/C Ratio(X) 0.63 0.54 0.51 0.17 0.29 0.30 0.60 0.77 0.78 0.35 0.72 0.73 Avail Cap(c_a), veh/h 337 582 467 240 553 540 348 843 869 327 815 806 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.0 27.4 27.1 33.7 25.3 25.4 16.2 19.7 19.7 15.8 19.8 19.8 Incr Delay (d2), s/veh 3.3 0.9 1.0 0.4 0.3 0.3 1.1 6.9 6.7 0.3 5.6 5.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.3 5.2 3.9 0.7 2.5 2.5 1.9 12.2 12.6 0.9 10.7 10.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.4 28.3 28.1 34.1 25.6 25.7 17.3 26.5 26.4 16.2 25.3 25.4 LnGrp LOS D C C C C C B C C B C C
Approach Vol, veh/h 697 331 1509 1265
Approach Delay, s/veh 30.8 26.6 25.4 24.7
Approach LOS C C C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 10.0 48.7 31.4 11.4 47.3 31.4
Change Period (Y+Rc), s 4.6 6.0 6.0 4.6 6.0 6.0
Max Green Setting (Gmax), s 9.0 36.4 28.0 9.0 36.4 28.0 Max Q Clear Time (g_c+I1), s 4.3 29.6 16.9 6.8 26.3 24.0 Green Ext Time (p_c), s 0.0 4.5 1.4 0.1 5.5 1.3
Intersection Summary
HCM 6th Ctrl Delay 26.2
HCM 6th LOS C
ATTACHMENT 10 -720
HCM 6th Signalized Intersection Summary
34: Olive Ave & Glenoaks Blvd 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 188 351 164 66 212 65 115 1048 77 86 985 98 Future Volume (veh/h) 188 351 164 66 212 65 115 1048 77 86 985 98 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.98 0.99 0.98 1.00 0.97 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 194 362 169 68 219 67 119 1080 79 89 1015 101 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 552 900 413 409 933 277 200 897 66 186 846 84 Arrive On Green 0.09 0.38 0.38 0.05 0.35 0.35 0.07 0.27 0.27 0.06 0.26 0.26 Sat Flow, veh/h 1781 2353 1079 1781 2687 799 1781 3350 245 1781 3254 324 Grp Volume(v), veh/h 194 272 259 68 143 143 119 573 586 89 554 562 Grp Sat Flow(s),veh/h/ln 1781 1777 1655 1781 1777 1709 1781 1777 1818 1781 1777 1801 Q Serve(g_s), s 6.1 10.0 10.3 2.1 5.1 5.4 4.3 24.1 24.1 3.2 23.4 23.4 Cycle Q Clear(g_c), s 6.1 10.0 10.3 2.1 5.1 5.4 4.3 24.1 24.1 3.2 23.4 23.4 Prop In Lane 1.00 0.65 1.00 0.47 1.00 0.13 1.00 0.18
Lane Grp Cap(c), veh/h 552 680 633 409 617 593 200 476 487 186 462 468 V/C Ratio(X) 0.35 0.40 0.41 0.17 0.23 0.24 0.60 1.20 1.20 0.48 1.20 1.20 Avail Cap(c_a), veh/h 570 680 633 490 617 593 258 476 487 258 462 468 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.9 20.2 20.3 17.1 20.8 20.9 24.9 32.9 32.9 25.0 33.3 33.3 Incr Delay (d2), s/veh 0.3 1.8 2.0 0.1 0.9 1.0 2.1 110.0 110.2 1.4 109.0 109.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 4.4 4.2 0.9 2.2 2.3 1.9 24.6 25.2 1.4 23.7 24.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.2 22.0 22.3 17.2 21.7 21.9 27.0 143.0 143.1 26.4 142.3 142.4 LnGrp LOS B C C B C C C F F C F F
Approach Vol, veh/h 725 354 1278 1205
Approach Delay, s/veh 20.5 20.9 132.2 133.8
Approach LOS C C F F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.5 40.4 10.7 29.4 12.7 37.3 10.0 30.1 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 9.0 27.4 9.0 23.4 9.0 27.4 9.0 23.4 Max Q Clear Time (g_c+I1), s 4.1 12.3 6.3 25.4 8.1 7.4 5.2 26.1 Green Ext Time (p_c), s 0.0 3.9 0.0 0.0 0.0 2.2 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 99.0
HCM 6th LOS F
ATTACHMENT 10 -721
HCM 6th Signalized Intersection Summary
35: Alameda Ave & Glenoaks Blvd 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 391 318 235 59 203 27 208 1052 43 76 916 176 Future Volume (veh/h) 391 318 235 59 203 27 208 1052 43 76 916 176 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.95 1.00 0.96 0.99 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 407 331 245 61 211 28 217 1096 45 79 954 183 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 397 638 527 81 263 35 304 1915 572 251 1397 267 Arrive On Green 0.22 0.34 0.34 0.05 0.16 0.16 0.10 0.38 0.38 0.05 0.33 0.33 Sat Flow, veh/h 1781 1870 1545 1781 1605 213 1781 5106 1524 1781 4282 818 Grp Volume(v), veh/h 407 331 245 61 0 239 217 1096 45 79 758 379 Grp Sat Flow(s),veh/h/ln 1781 1870 1545 1781 0 1818 1781 1702 1524 1781 1702 1697 Q Serve(g_s), s 25.0 15.9 13.9 3.8 0.0 14.2 8.7 19.1 2.1 3.3 21.6 21.7 Cycle Q Clear(g_c), s 25.0 15.9 13.9 3.8 0.0 14.2 8.7 19.1 2.1 3.3 21.6 21.7 Prop In Lane 1.00 1.00 1.00 0.12 1.00 1.00 1.00 0.48
Lane Grp Cap(c), veh/h 397 638 527 81 0 298 304 1915 572 251 1111 553 V/C Ratio(X) 1.02 0.52 0.46 0.75 0.00 0.80 0.71 0.57 0.08 0.31 0.68 0.69 Avail Cap(c_a), veh/h 397 751 620 475 0 811 765 2733 816 641 1519 757 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.5 29.5 28.9 52.9 0.0 45.1 24.3 27.9 22.5 23.9 32.7 32.8 Incr Delay (d2), s/veh 51.5 0.9 0.9 9.9 0.0 7.0 1.2 0.4 0.1 0.3 1.1 2.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 16.6 7.3 5.3 1.9 0.0 7.0 3.7 7.8 0.8 1.4 9.0 9.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 95.1 30.5 29.8 62.8 0.0 52.2 25.5 28.3 22.6 24.1 33.8 34.9 LnGrp LOS F C C E A D C C C C C C
Approach Vol, veh/h 983 300 1358 1216
Approach Delay, s/veh 57.1 54.3 27.6 33.5
Approach LOS E D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.7 44.3 15.6 42.6 29.6 24.4 10.1 48.0 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 29.9 45.0 40.0 50.0 25.0 50.0 30.0 60.0 Max Q Clear Time (g_c+I1), s 5.8 17.9 10.7 23.7 27.0 16.2 5.3 21.1 Green Ext Time (p_c), s 0.1 4.5 0.3 12.2 0.0 2.2 0.1 14.6 Intersection Summary
HCM 6th Ctrl Delay 39.1
HCM 6th LOS D
ATTACHMENT 10 -722
Future (2029)
Plus Project
Conditions
ATTACHMENT 10 -723
HCM 6th Signalized Intersection Summary
1: Winona Ave & Hollywood Way 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 23 39 2 39 32 946 91 232 2045 23 Future Volume (veh/h) 0 0 23 39 2 39 32 946 91 232 2045 23 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 0.99 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 0 0 24 40 2 40 33 975 94 239 2108 24 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 51 152 127 162 144 127 236 2414 233 484 3920 45 Arrive On Green 0.00 0.00 0.08 0.08 0.08 0.08 0.04 0.74 0.74 0.06 0.75 0.75 Sat Flow, veh/h 1365 1870 1562 1367 1777 1562 1781 3274 316 1781 5204 59 Grp Volume(v), veh/h 0 0 24 40 2 40 33 529 540 239 1378 754 Grp Sat Flow(s),veh/h/ln 1365 1870 1562 1367 1777 1562 1781 1777 1813 1781 1702 1860 Q Serve(g_s), s 0.0 0.0 2.0 3.9 0.1 3.4 0.6 15.6 15.6 4.5 23.5 23.6 Cycle Q Clear(g_c), s 0.0 0.0 2.0 3.9 0.1 3.4 0.6 15.6 15.6 4.5 23.5 23.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.17 1.00 0.03
Lane Grp Cap(c), veh/h 51 152 127 162 144 127 236 1310 1337 484 2564 1401 V/C Ratio(X) 0.00 0.00 0.19 0.25 0.01 0.32 0.14 0.40 0.40 0.49 0.54 0.54 Avail Cap(c_a), veh/h 365 581 485 476 552 485 340 1310 1337 560 2564 1401 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 60.0 60.9 59.2 60.6 5.5 6.9 6.9 5.0 7.2 7.2 Incr Delay (d2), s/veh 0.0 0.0 0.7 0.8 0.0 1.4 0.2 0.9 0.9 0.6 0.8 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.8 1.4 0.1 1.4 0.2 5.8 6.0 1.5 8.1 9.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 60.7 61.7 59.2 62.1 5.7 7.8 7.8 5.6 8.0 8.7 LnGrp LOS A A E E E E A A A A A A
Approach Vol, veh/h 24 82 1102 2371
Approach Delay, s/veh 60.7 61.8 7.7 8.0
Approach LOS E E A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 10.7 111.9 17.4 12.9 109.7 17.4 Change Period (Y+Rc), s 4.9 6.5 6.0 4.9 6.5 6.0
Max Green Setting (Gmax), s 14.0 65.1 43.5 14.0 65.1 43.5 Max Q Clear Time (g_c+I1), s 2.6 25.6 5.9 6.5 17.6 4.0
Green Ext Time (p_c), s 0.0 24.5 0.3 0.3 9.2 0.1
Intersection Summary
HCM 6th Ctrl Delay 9.5
HCM 6th LOS A
ATTACHMENT 10 -724
HCM 6th Signalized Intersection Summary
2: Thornton Ave & Hollywood Way 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 167 53 168 109 129 48 131 813 180 109 1614 266 Future Volume (veh/h) 167 53 168 109 129 48 131 813 180 109 1614 266 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.97 0.97 0.98 0.97 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 176 56 177 115 136 51 138 856 189 115 1699 280 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 576 285 234 319 385 138 198 2328 1135 345 1976 872 Arrive On Green 0.07 0.15 0.15 0.07 0.15 0.15 0.06 0.66 0.66 0.56 0.56 0.56 Sat Flow, veh/h 3456 1870 1538 1781 2543 908 1781 3554 1562 538 3554 1569 Grp Volume(v), veh/h 176 56 177 115 93 94 138 856 189 115 1699 280 Grp Sat Flow(s),veh/h/ln 1728 1870 1538 1781 1777 1674 1781 1777 1562 538 1777 1569 Q Serve(g_s), s 5.8 3.7 15.4 7.5 6.6 7.1 4.3 15.3 5.3 17.3 56.9 13.5 Cycle Q Clear(g_c), s 5.8 3.7 15.4 7.5 6.6 7.1 4.3 15.3 5.3 18.8 56.9 13.5 Prop In Lane 1.00 1.00 1.00 0.54 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 576 285 234 319 269 254 198 2328 1135 345 1976 872 V/C Ratio(X) 0.31 0.20 0.76 0.36 0.35 0.37 0.70 0.37 0.17 0.33 0.86 0.32 Avail Cap(c_a), veh/h 910 553 455 365 399 375 326 2328 1135 345 1976 872 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.7 51.9 56.9 45.3 53.2 53.4 30.4 11.0 6.0 18.4 26.4 16.8 Incr Delay (d2), s/veh 0.3 0.3 4.9 0.3 0.8 0.9 3.3 0.4 0.3 2.6 5.2 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 1.8 6.3 3.4 3.0 3.1 2.8 6.1 1.8 2.4 24.8 5.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.0 52.2 61.8 45.6 53.9 54.3 33.7 11.4 6.3 21.0 31.6 17.8 LnGrp LOS D D E D D D C B A C C B
Approach Vol, veh/h 409 302 1183 2094
Approach Delay, s/veh 53.3 50.9 13.2 29.2
Approach LOS D D B C
Timer - Assigned Phs 1 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 13.9 84.3 14.6 27.2 98.2 14.5 27.3 Change Period (Y+Rc), s 4.9 6.5 4.6 6.0 6.5 4.6 6.0
Max Green Setting (Gmax), s 19.0 44.1 23.5 31.4 68.0 13.5 41.4 Max Q Clear Time (g_c+I1), s 6.3 58.9 7.8 9.1 17.3 9.5 17.4 Green Ext Time (p_c), s 0.2 0.0 0.5 1.0 8.5 0.0 0.9
Intersection Summary
HCM 6th Ctrl Delay 28.5
HCM 6th LOS C
ATTACHMENT 10 -725
HCM 6th Signalized Intersection Summary
3: Victory Blvd & Hollywood Way 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 243 1058 203 118 556 129 92 781 95 244 1161 171 Future Volume (veh/h) 243 1058 203 118 556 129 92 781 95 244 1161 171 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 267 1163 223 130 611 142 101 858 104 268 1276 188 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 351 1213 649 175 1062 647 184 1177 622 319 1324 755 Arrive On Green 0.11 0.34 0.34 0.06 0.30 0.30 0.07 0.33 0.33 0.11 0.37 0.37 Sat Flow, veh/h 1781 3554 1575 1781 3554 1574 1781 3554 1569 1781 3554 1571 Grp Volume(v), veh/h 267 1163 223 130 611 142 101 858 104 268 1276 188 Grp Sat Flow(s),veh/h/ln 1781 1777 1575 1781 1777 1574 1781 1777 1569 1781 1777 1571 Q Serve(g_s), s 14.3 44.9 13.6 7.0 20.4 8.2 5.0 29.8 6.0 13.5 49.2 9.9 Cycle Q Clear(g_c), s 14.3 44.9 13.6 7.0 20.4 8.2 5.0 29.8 6.0 13.5 49.2 9.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 351 1213 649 175 1062 647 184 1177 622 319 1324 755 V/C Ratio(X) 0.76 0.96 0.34 0.74 0.58 0.22 0.55 0.73 0.17 0.84 0.96 0.25 Avail Cap(c_a), veh/h 351 1213 649 250 1062 647 212 1177 622 362 1330 758 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.5 45.1 28.2 36.8 41.6 26.8 34.2 41.3 27.4 30.5 43.0 21.5 Incr Delay (d2), s/veh 8.4 17.6 1.4 3.4 2.3 0.8 1.0 2.3 0.1 13.1 16.7 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.0 22.6 5.5 3.2 9.3 3.3 2.2 13.5 0.0 6.9 24.5 3.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.0 62.8 29.7 40.1 43.8 27.5 35.1 43.6 27.5 43.6 59.7 21.7 LnGrp LOS D E C D D C D D C D E C
Approach Vol, veh/h 1653 883 1063 1732
Approach Delay, s/veh 54.5 40.7 41.2 53.1
Approach LOS D D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.6 53.8 14.4 58.2 19.6 47.8 20.2 52.4 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 15.0 39.4 12.0 52.4 15.0 39.4 19.0 45.4 Max Q Clear Time (g_c+I1), s 9.0 46.9 7.0 51.2 16.3 22.4 15.5 31.8 Green Ext Time (p_c), s 0.1 0.0 0.0 1.0 0.0 4.3 0.1 5.4 Intersection Summary
HCM 6th Ctrl Delay 49.1
HCM 6th LOS D
ATTACHMENT 10 -726
HCM 6th Signalized Intersection Summary
4: Burbank Blvd & Hollywood Way 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 154 794 100 179 521 81 65 643 87 195 1264 83 Future Volume (veh/h) 154 794 100 179 521 81 65 643 87 195 1264 83 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.98 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 166 854 108 192 560 87 70 691 94 210 1359 89 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 376 1115 141 265 1268 556 147 1008 137 304 1218 80 Arrive On Green 0.08 0.35 0.35 0.08 0.36 0.36 0.05 0.32 0.32 0.09 0.36 0.36 Sat Flow, veh/h 1781 3166 400 1781 3554 1558 1781 3136 426 1781 3383 221 Grp Volume(v), veh/h 166 479 483 192 560 87 70 391 394 210 712 736 Grp Sat Flow(s),veh/h/ln 1781 1777 1790 1781 1777 1558 1781 1777 1785 1781 1777 1827 Q Serve(g_s), s 8.2 33.5 33.5 9.6 16.8 5.3 3.6 26.8 26.9 10.7 50.4 50.4 Cycle Q Clear(g_c), s 8.2 33.5 33.5 9.6 16.8 5.3 3.6 26.8 26.9 10.7 50.4 50.4 Prop In Lane 1.00 0.22 1.00 1.00 1.00 0.24 1.00 0.12
Lane Grp Cap(c), veh/h 376 626 630 265 1268 556 147 571 574 304 640 658 V/C Ratio(X) 0.44 0.77 0.77 0.72 0.44 0.16 0.48 0.68 0.69 0.69 1.11 1.12 Avail Cap(c_a), veh/h 427 626 630 308 1268 556 293 640 643 382 640 658 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.2 40.2 40.2 31.0 34.4 30.7 35.7 41.3 41.3 30.3 44.8 44.8 Incr Delay (d2), s/veh 0.3 8.7 8.6 5.2 1.1 0.6 0.9 2.6 2.6 2.2 70.8 72.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.6 16.2 16.3 4.5 7.6 2.1 1.6 12.2 12.3 4.8 34.6 35.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.5 48.9 48.9 36.2 35.5 31.3 36.6 44.0 44.0 32.5 115.6 117.5 LnGrp LOS C D D D D C D D D C F F
Approach Vol, veh/h 1128 839 855 1658
Approach Delay, s/veh 45.6 35.2 43.4 105.9
Approach LOS D D D F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 16.2 55.3 12.1 56.4 15.6 55.9 17.5 51.0 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 15.0 34.4 19.0 50.4 15.0 34.4 19.0 50.4 Max Q Clear Time (g_c+I1), s 11.6 35.5 5.6 52.4 10.2 18.8 12.7 28.9 Green Ext Time (p_c), s 0.1 0.0 0.1 0.0 0.1 3.7 0.2 5.1 Intersection Summary
HCM 6th Ctrl Delay 65.5
HCM 6th LOS E
ATTACHMENT 10 -727
HCM 6th Signalized Intersection Summary
5: Magnolia Blvd & Hollywood Way 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 139 714 140 133 394 90 81 524 109 220 1465 162 Future Volume (veh/h) 139 714 140 133 394 90 81 524 109 220 1465 162 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.98 0.90 1.00 0.90 1.00 0.97 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 142 729 143 136 402 92 83 535 111 224 1495 165 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 313 873 349 211 864 345 178 1599 691 472 1694 733 Arrive On Green 0.07 0.25 0.25 0.07 0.24 0.24 0.05 0.45 0.45 0.08 0.48 0.48 Sat Flow, veh/h 1781 3554 1421 1781 3554 1419 1781 3554 1535 1781 3554 1538 Grp Volume(v), veh/h 142 729 143 136 402 92 83 535 111 224 1495 165 Grp Sat Flow(s),veh/h/ln 1781 1777 1421 1781 1777 1419 1781 1777 1535 1781 1777 1538 Q Serve(g_s), s 8.3 27.3 11.8 7.9 13.5 7.3 3.4 13.6 6.0 9.3 53.2 8.8 Cycle Q Clear(g_c), s 8.3 27.3 11.8 7.9 13.5 7.3 3.4 13.6 6.0 9.3 53.2 8.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 313 873 349 211 864 345 178 1599 691 472 1694 733 V/C Ratio(X) 0.45 0.83 0.41 0.64 0.47 0.27 0.47 0.33 0.16 0.47 0.88 0.23 Avail Cap(c_a), veh/h 423 1152 461 326 1152 460 284 1599 691 531 1694 733 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.2 50.1 44.3 38.9 45.2 42.9 29.8 24.9 22.8 18.1 33.1 21.5 Incr Delay (d2), s/veh 0.4 4.2 0.8 1.2 0.4 0.4 0.7 0.6 0.5 0.3 7.1 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.7 12.6 4.3 3.6 6.1 2.6 1.5 6.0 2.3 3.9 24.2 3.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.6 54.3 45.0 40.1 45.6 43.3 30.5 25.5 23.3 18.3 40.2 22.2 LnGrp LOS D D D D D D C C C B D C
Approach Vol, veh/h 1014 630 729 1884
Approach Delay, s/veh 50.5 44.1 25.7 36.0
Approach LOS D D C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.3 72.7 15.0 40.0 16.0 69.0 14.6 40.4 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 16.0 38.4 19.0 45.4 16.0 38.4 19.0 45.4 Max Q Clear Time (g_c+I1), s 5.4 55.2 10.3 15.5 11.3 15.6 9.9 29.3 Green Ext Time (p_c), s 0.1 0.0 0.1 3.2 0.1 4.1 0.1 5.2 Intersection Summary
HCM 6th Ctrl Delay 38.9
HCM 6th LOS D
ATTACHMENT 10 -728
HCM 6th Signalized Intersection Summary
6: Hollywood Way & Verdugo Ave 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 154 626 178 210 288 70 27 512 65 101 1418 128 Future Volume (veh/h) 154 626 178 210 288 70 27 512 65 101 1418 128 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.97 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 166 673 191 226 310 75 29 551 70 109 1525 138 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 442 668 559 230 718 602 112 1179 512 315 1251 544 Arrive On Green 0.07 0.36 0.36 0.10 0.38 0.38 0.03 0.33 0.33 0.05 0.35 0.35 Sat Flow, veh/h 1781 1870 1566 1781 1870 1568 1781 3554 1544 1781 3554 1547 Grp Volume(v), veh/h 166 673 191 226 310 75 29 551 70 109 1525 138 Grp Sat Flow(s),veh/h/ln 1781 1870 1566 1781 1870 1568 1781 1777 1544 1781 1777 1547 Q Serve(g_s), s 8.2 50.0 12.5 13.7 17.1 4.3 1.5 17.2 4.4 5.6 49.3 8.9 Cycle Q Clear(g_c), s 8.2 50.0 12.5 13.7 17.1 4.3 1.5 17.2 4.4 5.6 49.3 8.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 442 668 559 230 718 602 112 1179 512 315 1251 544 V/C Ratio(X) 0.38 1.01 0.34 0.98 0.43 0.12 0.26 0.47 0.14 0.35 1.22 0.25 Avail Cap(c_a), veh/h 490 668 559 230 718 602 293 1179 512 461 1251 544 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 25.8 45.0 32.9 44.2 31.9 27.9 36.3 37.0 32.7 29.4 45.4 32.3 Incr Delay (d2), s/veh 0.2 36.7 0.4 54.7 0.4 0.1 0.5 1.3 0.6 0.2 106.2 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.5 29.8 4.9 11.5 7.9 1.7 0.7 7.7 1.8 2.5 40.0 3.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.0 81.7 33.3 98.9 32.3 28.0 36.8 38.3 33.3 29.6 151.6 33.4 LnGrp LOS C F C F C C D D C C F C
Approach Vol, veh/h 1030 611 650 1772
Approach Delay, s/veh 63.7 56.4 37.7 134.9
Approach LOS E E D F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.7 55.3 15.3 59.7 12.6 52.4 19.0 56.0 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 19.0 35.0 14.0 50.0 19.0 35.0 14.0 50.0 Max Q Clear Time (g_c+I1), s 3.5 51.3 10.2 19.1 7.6 19.2 15.7 52.0 Green Ext Time (p_c), s 0.0 0.0 0.1 2.2 0.1 3.6 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 89.5
HCM 6th LOS F
ATTACHMENT 10 -729
HCM 6th Signalized Intersection Summary
7: Riverside Dr & Alameda Ave 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 41 904 818 11 509 70 139 23 10 44 20 19 Future Volume (veh/h) 41 904 818 11 509 70 139 23 10 44 20 19 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.98 1.00 0.98 1.00 0.97 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 42 932 843 11 525 72 88 100 10 45 21 20 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 627 2477 1250 218 2183 298 190 178 18 57 27 25 Arrive On Green 0.70 0.70 0.70 1.00 1.00 1.00 0.11 0.11 0.11 0.06 0.06 0.06 Sat Flow, veh/h 813 3554 1551 268 3131 428 1781 1668 167 905 423 402 Grp Volume(v), veh/h 42 932 843 11 297 300 88 0 110 86 0 0 Grp Sat Flow(s),veh/h/ln 813 1777 1551 268 1777 1782 1781 0 1835 1730 0 0 Q Serve(g_s), s 2.0 12.9 28.0 0.8 0.0 0.0 5.6 0.0 6.8 5.9 0.0 0.0 Cycle Q Clear(g_c), s 2.0 12.9 28.0 13.7 0.0 0.0 5.6 0.0 6.8 5.9 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.24 1.00 0.09 0.52 0.23
Lane Grp Cap(c), veh/h 627 2477 1250 218 1238 1242 190 0 196 109 0 0 V/C Ratio(X) 0.07 0.38 0.67 0.05 0.24 0.24 0.46 0.00 0.56 0.79 0.00 0.00 Avail Cap(c_a), veh/h 627 2477 1250 218 1238 1242 683 0 703 173 0 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.82 0.82 0.82 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 5.8 7.5 5.1 1.1 0.0 0.0 50.4 0.0 50.9 55.4 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.4 2.9 0.4 0.4 0.4 1.7 0.0 2.5 12.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 4.7 14.3 0.0 0.1 0.1 2.6 0.0 3.3 2.9 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 6.0 7.9 8.0 1.4 0.4 0.4 52.1 0.0 53.4 67.4 0.0 0.0 LnGrp LOS A A A A A A D A D E A A
Approach Vol, veh/h 1817 608 198 86
Approach Delay, s/veh 7.9 0.4 52.8 67.4
Approach LOS A A D E
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 89.6 12.5 89.6 17.8
Change Period (Y+Rc), s 6.0 5.0 6.0 5.0
Max Green Setting (Gmax), s 46.0 12.0 46.0 46.0
Max Q Clear Time (g_c+I1), s 30.0 7.9 15.7 8.8
Green Ext Time (p_c), s 9.7 0.1 4.4 0.9
Intersection Summary
HCM 6th Ctrl Delay 11.4
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

User approved changes to right turn type.

ATTACHMENT 10 -730
HCM 6th Signalized Intersection Summary
8: Pass Ave & Alameda Ave 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 99 840 37 32 383 86 32 113 61 457 1014 149 Future Volume (veh/h) 99 840 37 32 383 86 32 113 61 457 1014 149 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.97 1.00 0.97 1.00 0.96 0.98 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 103 875 39 33 399 90 33 118 64 476 1056 155 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 260 836 37 139 636 142 240 779 393 751 1506 221 Arrive On Green 0.13 0.48 0.48 0.04 0.22 0.22 0.04 0.35 0.35 0.19 0.49 0.49 Sat Flow, veh/h 1781 3460 154 1781 2867 639 1781 2256 1137 1781 3098 454 Grp Volume(v), veh/h 103 449 465 33 245 244 33 91 91 476 605 606 Grp Sat Flow(s),veh/h/ln 1781 1777 1837 1781 1777 1730 1781 1777 1616 1781 1777 1775 Q Serve(g_s), s 5.2 29.0 29.0 1.7 15.0 15.3 1.4 4.2 4.7 19.8 31.8 32.0 Cycle Q Clear(g_c), s 5.2 29.0 29.0 1.7 15.0 15.3 1.4 4.2 4.7 19.8 31.8 32.0 Prop In Lane 1.00 0.08 1.00 0.37 1.00 0.70 1.00 0.26
Lane Grp Cap(c), veh/h 260 429 444 139 394 383 240 614 558 751 864 863 V/C Ratio(X) 0.40 1.05 1.05 0.24 0.62 0.64 0.14 0.15 0.16 0.63 0.70 0.70 Avail Cap(c_a), veh/h 293 429 444 208 429 418 369 614 558 777 864 863 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.92 0.92 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 31.2 31.0 31.0 35.9 42.2 42.3 23.8 27.1 27.2 17.1 24.0 24.1 Incr Delay (d2), s/veh 0.3 54.3 53.7 0.3 2.4 2.8 0.1 0.5 0.6 1.6 4.7 4.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 16.0 16.4 0.7 6.8 6.8 0.6 1.9 1.9 8.2 14.2 14.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.6 85.3 84.7 36.2 44.6 45.1 23.9 27.6 27.9 18.7 28.7 28.8 LnGrp LOS C F F D D D C C C B C C
Approach Vol, veh/h 1017 522 215 1687
Approach Delay, s/veh 79.6 44.3 27.1 25.9
Approach LOS E D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.3 35.0 10.3 64.3 12.7 32.6 27.2 47.4 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 10.0 29.0 14.0 45.0 10.0 29.0 24.0 35.0 Max Q Clear Time (g_c+I1), s 3.7 31.0 3.4 34.0 7.2 17.3 21.8 6.7 Green Ext Time (p_c), s 0.0 0.0 0.0 6.0 0.0 2.3 0.4 1.1 Intersection Summary
HCM 6th Ctrl Delay 44.7
HCM 6th LOS D
ATTACHMENT 10 -731
HCM Signalized Intersection Capacity Analysis
9: Olive Ave & Pass Ave 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 194 1523 1463 37 91 758
Future Volume (vph) 194 1523 1463 37 91 758
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 5.0 6.0 6.0 5.0 5.0
Lane Util. Factor 1.00 0.91 0.91 1.00 0.88
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 5085 5059 1770 2787
Flt Permitted 0.10 1.00 1.00 0.95 1.00
Satd. Flow (perm) 184 5085 5059 1770 2787
Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97
Adj. Flow (vph) 200 1570 1508 38 94 781
RTOR Reduction (vph) 0 0 1 0 0 355
Lane Group Flow (vph) 200 1570 1545 0 94 426
Confl. Peds. (#/hr) 34 34
Turn Type pm+pt NA NA Prot pt+ov
Protected Phases 3 5 2 6 4 4 3
Permitted Phases 2 3
Actuated Green, G (s) 92.3 92.3 63.7 11.7 32.0
Effective Green, g (s) 92.3 92.3 63.7 11.7 32.0
Actuated g/C Ratio 0.77 0.77 0.53 0.10 0.27
Clearance Time (s) 6.0 6.0 5.0
Vehicle Extension (s) 3.0 3.0 2.0
Lane Grp Cap (vph) 453 4165 2685 172 743
v/s Ratio Prot 0.09 c0.24 c0.31 0.05 c0.15
v/s Ratio Perm 0.25 0.07
v/c Ratio 0.44 0.38 0.58 0.55 0.57
Uniform Delay, d1 13.2 4.5 19.0 51.6 38.1
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.3 0.0 0.9 1.9 0.7
Delay (s) 13.5 4.5 19.9 53.5 38.8
Level of Service B A B D D
Approach Delay (s) 5.5 19.9 40.3
Approach LOS A B D
Intersection Summary
HCM 2000 Control Delay 18.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.60
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 21.0 Intersection Capacity Utilization 64.8% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
ATTACHMENT 10 -732
HCM 6th Signalized Intersection Summary
10: Alameda Ave & Hollywood Way 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 77 693 151 165 912 275 61 250 53 199 1378 556 Future Volume (veh/h) 77 693 151 165 912 275 61 250 53 199 1378 556 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.98 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 79 707 154 168 931 281 62 255 54 203 1406 567 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 147 886 190 196 1179 357 117 1490 650 262 1527 667 Arrive On Green 0.08 0.21 0.21 0.11 0.23 0.23 0.07 0.42 0.42 0.08 0.43 0.43 Sat Flow, veh/h 1781 4186 899 1781 5106 1548 1781 3554 1551 3456 3554 1552 Grp Volume(v), veh/h 79 573 288 168 931 281 62 255 54 203 1406 567 Grp Sat Flow(s),veh/h/ln 1781 1702 1681 1781 1702 1548 1781 1777 1551 1728 1777 1552 Q Serve(g_s), s 5.1 19.2 19.6 11.1 20.6 16.0 4.0 5.4 2.5 6.9 44.8 26.8 Cycle Q Clear(g_c), s 5.1 19.2 19.6 11.1 20.6 16.0 4.0 5.4 2.5 6.9 44.8 26.8 Prop In Lane 1.00 0.53 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 147 720 356 196 1179 357 117 1490 650 262 1527 667 V/C Ratio(X) 0.54 0.80 0.81 0.86 0.79 0.79 0.53 0.17 0.08 0.77 0.92 0.85 Avail Cap(c_a), veh/h 208 851 420 223 1277 387 148 1490 650 432 1527 667 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.9 44.8 45.0 52.5 43.4 26.5 54.3 21.8 21.0 54.4 32.3 14.2 Incr Delay (d2), s/veh 1.1 4.5 9.8 26.0 3.5 10.4 1.4 0.2 0.2 1.9 10.6 12.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 8.5 9.1 6.4 9.0 6.9 1.9 2.3 1.0 3.1 21.0 11.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.0 49.4 54.8 78.5 46.9 36.9 55.7 22.0 21.2 56.3 42.9 27.1 LnGrp LOS D D D E D D E C C E D C
Approach Vol, veh/h 940 1380 371 2176
Approach Delay, s/veh 51.4 48.7 27.5 40.0
Approach LOS D D C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.9 57.6 15.9 33.7 14.1 56.3 18.2 31.4 Change Period (Y+Rc), s 5.0 6.0 6.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 10.0 43.0 14.0 30.0 15.0 38.0 15.0 30.0 Max Q Clear Time (g_c+I1), s 6.0 46.8 7.1 22.6 8.9 7.4 13.1 21.6 Green Ext Time (p_c), s 0.0 0.0 0.0 5.0 0.2 1.9 0.1 3.6 Intersection Summary
HCM 6th Ctrl Delay 43.7
HCM 6th LOS D
ATTACHMENT 10 -733
HCM 6th Signalized Intersection Summary
11: Hollywood Way & Riverside Dr 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 47 469 136 13 166 85 11 228 6 402 783 434 Future Volume (veh/h) 47 469 136 13 166 85 11 228 6 402 783 434 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.98 0.97 1.00 0.96 1.00 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 49 494 143 14 175 89 12 240 6 423 824 457 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 282 464 133 121 493 211 287 1868 47 802 2319 1023 Arrive On Green 0.07 0.17 0.17 0.03 0.14 0.14 1.00 1.00 1.00 0.14 1.00 1.00 Sat Flow, veh/h 1781 2700 776 1781 3554 1520 431 3542 88 1781 3554 1568 Grp Volume(v), veh/h 49 324 313 14 175 89 12 120 126 423 824 457 Grp Sat Flow(s),veh/h/ln 1781 1777 1699 1781 1777 1520 431 1777 1853 1781 1777 1568 Q Serve(g_s), s 2.7 20.6 20.6 0.8 5.4 6.4 0.0 0.0 0.0 10.0 0.0 0.0 Cycle Q Clear(g_c), s 2.7 20.6 20.6 0.8 5.4 6.4 0.0 0.0 0.0 10.0 0.0 0.0 Prop In Lane 1.00 0.46 1.00 1.00 1.00 0.05 1.00 1.00
Lane Grp Cap(c), veh/h 282 305 292 121 493 211 287 937 977 802 2319 1023 V/C Ratio(X) 0.17 1.06 1.07 0.12 0.35 0.42 0.04 0.13 0.13 0.53 0.36 0.45 Avail Cap(c_a), veh/h 311 305 292 223 622 266 287 937 977 802 2319 1023 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.67 1.67 1.67 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.92 0.92 0.92 0.26 0.26 0.26 Uniform Delay (d), s/veh 38.3 49.7 49.7 42.5 46.8 47.3 0.0 0.0 0.0 11.4 0.0 0.0 Incr Delay (d2), s/veh 0.2 68.8 73.6 0.3 0.4 1.3 0.3 0.3 0.3 0.1 0.1 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 14.9 14.7 0.4 2.4 2.5 0.0 0.1 0.1 4.9 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.5 118.5 123.3 42.8 47.2 48.6 0.3 0.3 0.3 11.5 0.1 0.4 LnGrp LOS D F F D D D A A A B A A
Approach Vol, veh/h 686 278 258 1704
Approach Delay, s/veh 115.0 47.5 0.3 3.0
Approach LOS F D A A
Timer - Assigned Phs 1 2 3 4 5 6 8
Phs Duration (G+Y+Rc), s 13.0 22.7 15.0 69.3 9.1 26.6 84.3 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 5.0 6.0 6.0
Max Green Setting (Gmax), s 10.0 21.0 10.0 57.0 11.0 20.0 72.0 Max Q Clear Time (g_c+I1), s 4.7 8.4 12.0 2.0 2.8 22.6 2.0 Green Ext Time (p_c), s 0.0 1.1 0.0 1.7 0.0 0.0 10.1
Intersection Summary
HCM 6th Ctrl Delay 33.2
HCM 6th LOS C
ATTACHMENT 10 -734
HCM 6th Signalized Intersection Summary
12: Hollywood Way & Olive Ave 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 202 1060 81 56 1030 63 15 14 14 77 203 458 Future Volume (veh/h) 202 1060 81 56 1030 63 15 14 14 77 203 458 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 0.99 0.96 0.96 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 208 1093 84 58 1062 65 15 14 14 79 209 472 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 425 2854 219 399 2849 174 138 163 183 325 396 777 Arrive On Green 0.07 0.59 0.59 0.06 0.58 0.58 0.21 0.21 0.21 0.35 0.35 0.35 Sat Flow, veh/h 1781 4830 371 1781 4911 300 397 773 864 1333 1870 2683 Grp Volume(v), veh/h 208 770 407 58 736 391 19 0 24 79 209 472 Grp Sat Flow(s),veh/h/ln 1781 1702 1797 1781 1702 1807 528 0 1506 1333 1870 1341 Q Serve(g_s), s 5.5 14.3 14.4 1.4 13.9 13.9 1.3 0.0 1.6 5.3 10.7 17.5 Cycle Q Clear(g_c), s 5.5 14.3 14.4 1.4 13.9 13.9 11.9 0.0 1.6 6.8 10.7 17.5 Prop In Lane 1.00 0.21 1.00 0.17 0.81 0.57 1.00 1.00
Lane Grp Cap(c), veh/h 425 2012 1062 399 1975 1048 166 0 319 325 396 777 V/C Ratio(X) 0.49 0.38 0.38 0.15 0.37 0.37 0.11 0.00 0.08 0.24 0.53 0.61 Avail Cap(c_a), veh/h 588 2012 1062 581 1975 1048 262 0 489 476 608 1081 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.67 1.67 1.67 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.92 0.92 0.92 Uniform Delay (d), s/veh 9.5 13.0 13.0 8.7 13.5 13.5 42.3 0.0 37.9 33.4 34.0 30.2 Incr Delay (d2), s/veh 0.9 0.6 1.0 0.2 0.5 1.0 0.3 0.0 0.1 0.4 1.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 5.5 6.0 0.6 5.4 5.8 0.5 0.0 0.6 1.7 4.5 5.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 10.3 13.5 14.0 8.8 14.0 14.5 42.6 0.0 38.0 33.7 35.0 30.9 LnGrp LOS B B B A B B D A D C D C
Approach Vol, veh/h 1385 1185 43 760
Approach Delay, s/veh 13.2 13.9 40.0 32.3
Approach LOS B B D C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 14.0 75.6 30.4 12.7 76.9 30.4
Change Period (Y+Rc), s 5.0 6.0 5.0 5.0 6.0 5.0
Max Green Setting (Gmax), s 20.0 45.0 39.0 20.0 45.0 39.0 Max Q Clear Time (g_c+I1), s 7.5 15.9 19.5 3.4 16.4 13.9 Green Ext Time (p_c), s 0.5 9.0 3.5 0.1 9.5 0.2
Intersection Summary
HCM 6th Ctrl Delay 18.1
HCM 6th LOS B
ATTACHMENT 10 -735
HCM 6th Signalized Intersection Summary
13: Riverside Dr & Olive Ave 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 18 784 335 70 1050 98 158 164 49 90 775 23 Future Volume (veh/h) 18 784 335 70 1050 98 158 164 49 90 775 23 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.97 0.98 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 19 808 345 72 1082 101 163 169 51 93 799 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 159 1004 437 257 1160 507 287 1307 380 572 1723 Arrive On Green 0.05 0.28 0.28 0.09 0.33 0.33 0.48 0.48 0.48 0.48 0.48 0.00 Sat Flow, veh/h 1781 3554 1548 1781 3554 1553 678 2695 784 1141 3554 1585 Grp Volume(v), veh/h 19 808 345 72 1082 101 163 109 111 93 799 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1548 1781 1777 1553 678 1777 1702 1141 1777 1585 Q Serve(g_s), s 0.9 25.3 24.7 3.1 35.4 5.6 25.3 4.1 4.3 5.9 17.9 0.0 Cycle Q Clear(g_c), s 0.9 25.3 24.7 3.1 35.4 5.6 43.2 4.1 4.3 10.2 17.9 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.46 1.00 1.00
Lane Grp Cap(c), veh/h 159 1004 437 257 1160 507 287 862 825 572 1723 V/C Ratio(X) 0.12 0.80 0.79 0.28 0.93 0.20 0.57 0.13 0.13 0.16 0.46 Avail Cap(c_a), veh/h 357 1185 516 377 1185 518 287 862 825 572 1723 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 31.2 40.0 39.8 26.9 39.1 29.1 34.9 17.0 17.0 19.8 20.5 0.0 Incr Delay (d2), s/veh 0.2 3.6 6.9 0.4 13.0 0.2 7.9 0.3 0.3 0.6 0.9 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 11.5 10.2 1.3 17.3 2.1 4.8 1.7 1.8 1.7 7.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.5 43.5 46.6 27.4 52.1 29.3 42.8 17.3 17.4 20.4 21.4 0.0 LnGrp LOS C D D C D C D B B C C
Approach Vol, veh/h 1172 1255 383 892 A
Approach Delay, s/veh 44.3 48.9 28.1 21.3
Approach LOS D D C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 15.9 39.9 64.2 10.6 45.2 64.2
Change Period (Y+Rc), s 5.0 6.0 6.0 5.0 6.0 6.0
Max Green Setting (Gmax), s 19.0 40.0 44.0 19.0 40.0 44.0 Max Q Clear Time (g_c+I1), s 5.1 27.3 19.9 2.9 37.4 45.2 Green Ext Time (p_c), s 0.1 5.6 6.4 0.0 1.8 0.0
Intersection Summary
HCM 6th Ctrl Delay 38.6
HCM 6th LOS D
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

ATTACHMENT 10 -736
HCM Signalized Intersection Capacity Analysis
14: Alameda Ave & Ontario St & Olive Ave 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL2 EBL EBT EBR WBL WBT WBR WBR2 NBT NBR SBT SBR Lane Configurations
Traffic Volume (vph) 13 178 537 22 245 373 14 12 457 345 988 438 Future Volume (vph) 13 178 537 22 245 373 14 12 457 345 988 438 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 7.5 8.0 7.5 8.0 6.5 7.5 6.5 3.0
Lane Util. Factor 0.97 0.95 0.97 0.95 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.95 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.99 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (prot) 3433 3514 3433 3499 3539 1556 3539 1507 Flt Permitted 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (perm) 3433 3514 3433 3499 3539 1556 3539 1507 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 13 184 554 23 253 385 14 12 471 356 1019 452 RTOR Reduction (vph) 0 0 2 0 0 2 0 0 0 0 0 0
Lane Group Flow (vph) 0 197 575 0 253 409 0 0 471 356 1019 461 Confl. Peds. (#/hr) 4 12 14 15 4 12 10 7
Turn Type Prot Prot NA Prot NA NA custom NA custom
Protected Phases 1 1 6 5 2 8 4
Permitted Phases 5 7 8 3 4
Actuated Green, G (s) 12.2 25.9 13.8 27.5 42.8 69.5 42.2 49.2 Effective Green, g (s) 12.2 25.9 13.8 27.5 42.8 60.0 42.2 49.2 Actuated g/C Ratio 0.11 0.23 0.12 0.25 0.39 0.54 0.38 0.44 Clearance Time (s) 7.5 8.0 7.5 8.0 6.5 6.5
Vehicle Extension (s) 2.5 4.0 2.5 4.0 3.0 3.0
Lane Grp Cap (vph) 377 820 427 867 1365 841 1346 668
v/s Ratio Prot 0.06 c0.16 c0.07 0.12 0.13 c0.29
v/s Ratio Perm 0.23 c0.31
v/c Ratio 0.52 0.70 0.59 0.47 0.35 0.42 0.76 0.69
Uniform Delay, d1 46.6 38.9 45.9 35.5 24.1 15.2 29.9 24.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.0 2.9 1.8 0.6 0.2 0.3 2.5 3.1
Delay (s) 47.6 41.9 47.7 36.1 24.3 15.4 32.4 27.8
Level of Service D D D D C B C C
Approach Delay (s) 43.3 40.5 20.5 31.0
Approach LOS D D C C
Intersection Summary
HCM 2000 Control Delay 33.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.71
Actuated Cycle Length (s) 110.9 Sum of lost time (s) 25.0 Intersection Capacity Utilization 84.0% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
ATTACHMENT 10 -737
HCM Signalized Intersection Capacity Analysis
14: Alameda Ave & Ontario St & Olive Ave 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement SBR2 SER2
Lane Configurations
Traffic Volume (vph) 9 24
Future Volume (vph) 9 24
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 7.5
Lane Util. Factor 1.00
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.86
Flt Protected 1.00
Satd. Flow (prot) 1611
Flt Permitted 1.00
Satd. Flow (perm) 1611
Peak-hour factor, PHF 0.97 0.97
Adj. Flow (vph) 9 25
RTOR Reduction (vph) 0 0
Lane Group Flow (vph) 0 25
Confl. Peds. (#/hr) 4 7
Turn Type Over
Protected Phases 1
Permitted Phases
Actuated Green, G (s) 12.2
Effective Green, g (s) 12.2
Actuated g/C Ratio 0.11
Clearance Time (s) 7.5
Vehicle Extension (s) 2.5
Lane Grp Cap (vph) 177
v/s Ratio Prot 0.02
v/s Ratio Perm
v/c Ratio 0.14
Uniform Delay, d1 44.6
Progression Factor 1.00
Incremental Delay, d2 0.3
Delay (s) 44.9
Level of Service D
Approach Delay (s)
Approach LOS
Intersection Summary
ATTACHMENT 10 -738
HCM 6th Signalized Intersection Summary
15: Buena Vista St & Glenoaks Blvd 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 23 1313 122 111 624 10 159 118 100 39 172 10 Future Volume (veh/h) 23 1313 122 111 624 10 159 118 100 39 172 10 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 23 1340 124 113 637 10 162 120 102 40 176 10 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 417 1416 130 205 1966 31 393 291 247 82 243 13 Arrive On Green 0.43 0.43 0.43 0.06 0.55 0.55 0.09 0.31 0.31 0.17 0.17 0.17 Sat Flow, veh/h 782 3288 303 1781 3581 56 1781 932 792 210 1439 76 Grp Volume(v), veh/h 23 722 742 113 316 331 162 0 222 226 0 0 Grp Sat Flow(s),veh/h/ln 782 1777 1814 1781 1777 1860 1781 0 1723 1725 0 0 Q Serve(g_s), s 1.6 35.0 35.5 3.0 8.8 8.8 6.5 0.0 9.2 6.7 0.0 0.0 Cycle Q Clear(g_c), s 1.6 35.0 35.5 3.0 8.8 8.8 6.5 0.0 9.2 11.1 0.0 0.0 Prop In Lane 1.00 0.17 1.00 0.03 1.00 0.46 0.18 0.04
Lane Grp Cap(c), veh/h 417 765 781 205 975 1021 393 0 538 338 0 0 V/C Ratio(X) 0.06 0.94 0.95 0.55 0.32 0.32 0.41 0.00 0.41 0.67 0.00 0.00 Avail Cap(c_a), veh/h 417 765 781 271 975 1021 396 0 737 528 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 15.0 24.6 24.7 20.3 11.1 11.1 25.4 0.0 24.4 35.6 0.0 0.0 Incr Delay (d2), s/veh 0.3 21.3 22.1 1.7 0.9 0.8 0.5 0.0 0.5 2.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 18.3 19.1 1.2 3.5 3.6 2.7 0.0 3.7 4.9 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.3 45.8 46.8 22.0 12.0 12.0 25.9 0.0 25.0 37.9 0.0 0.0 LnGrp LOS B D D C B B C A C D A A
Approach Vol, veh/h 1487 760 384 226
Approach Delay, s/veh 45.8 13.5 25.4 37.9
Approach LOS D B C D
Timer - Assigned Phs 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s 55.9 34.1 10.6 45.3 12.9 21.2
Change Period (Y+Rc), s 6.5 6.0 5.0 6.5 4.6 6.0
Max Green Setting (Gmax), s 39.0 38.5 9.0 25.0 8.5 25.4 Max Q Clear Time (g_c+I1), s 10.8 11.2 5.0 37.5 8.5 13.1 Green Ext Time (p_c), s 5.2 1.4 0.1 0.0 0.0 1.0
Intersection Summary
HCM 6th Ctrl Delay 33.9
HCM 6th LOS C
ATTACHMENT 10 -739
HCM 6th Signalized Intersection Summary
16: San Fernando Blvd & Buena Vista St 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 99 609 184 37 142 172 24 645 18 247 1197 230 Future Volume (veh/h) 99 609 184 37 142 172 24 645 18 247 1197 230 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.99 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 103 634 192 39 148 179 25 672 19 257 1247 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 390 740 224 153 903 399 49 1258 36 292 1762
Arrive On Green 0.06 0.28 0.28 0.04 0.25 0.25 0.03 0.36 0.36 0.16 0.50 0.00 Sat Flow, veh/h 1781 2682 811 1781 3554 1570 1781 3528 100 1781 3554 1585 Grp Volume(v), veh/h 103 420 406 39 148 179 25 338 353 257 1247 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1716 1781 1777 1570 1781 1777 1851 1781 1777 1585 Q Serve(g_s), s 5.4 28.7 28.8 2.0 4.2 12.3 1.8 19.4 19.4 18.1 34.9 0.0 Cycle Q Clear(g_c), s 5.4 28.7 28.8 2.0 4.2 12.3 1.8 19.4 19.4 18.1 34.9 0.0 Prop In Lane 1.00 0.47 1.00 1.00 1.00 0.05 1.00 1.00
Lane Grp Cap(c), veh/h 390 490 473 153 903 399 49 633 660 292 1762 V/C Ratio(X) 0.26 0.86 0.86 0.26 0.16 0.45 0.51 0.53 0.53 0.88 0.71 Avail Cap(c_a), veh/h 567 555 536 368 1110 491 353 1041 1084 556 2498 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 32.2 43.9 44.0 35.9 37.2 40.2 61.4 32.8 32.8 52.3 25.1 0.0 Incr Delay (d2), s/veh 0.1 12.2 12.7 0.3 0.1 1.1 3.0 1.0 1.0 10.0 1.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 14.2 13.8 0.9 1.8 4.9 0.8 8.5 8.9 8.9 14.7 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.3 56.1 56.7 36.2 37.3 41.3 64.4 33.8 33.7 62.3 26.2 0.0 LnGrp LOS C E E D D D E C C E C
Approach Vol, veh/h 929 366 716 1504 A
Approach Delay, s/veh 53.7 39.1 34.8 32.4
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.1 41.3 8.1 69.5 11.9 38.5 26.0 51.6 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 5.0 6.0 Max Green Setting (Gmax), s 20.0 40.0 25.4 90.0 20.0 40.0 40.0 75.0 Max Q Clear Time (g_c+I1), s 4.0 30.8 3.8 36.9 7.4 14.3 20.1 21.4 Green Ext Time (p_c), s 0.0 4.6 0.0 26.6 0.1 2.3 0.9 7.5 Intersection Summary
HCM 6th Ctrl Delay 39.2
HCM 6th LOS D
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

ATTACHMENT 10 -740
HCM 6th Signalized Intersection Summary
17: Buena Vista St & Empire Ave 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 76 279 186 185 133 61 161 515 394 127 967 103 Future Volume (veh/h) 76 279 186 185 133 61 161 515 394 127 967 103 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.98 0.98 1.00 0.98 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 78 288 192 191 137 63 166 531 406 131 997 106 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 167 568 248 245 446 194 329 1965 871 180 1778 189 Arrive On Green 0.05 0.16 0.16 0.07 0.19 0.19 0.06 0.55 0.55 0.05 0.55 0.55 Sat Flow, veh/h 1781 3554 1549 3456 2393 1042 1781 3554 1575 3456 3238 344 Grp Volume(v), veh/h 78 288 192 191 100 100 166 531 406 131 547 556 Grp Sat Flow(s),veh/h/ln 1781 1777 1549 1728 1777 1659 1781 1777 1575 1728 1777 1806 Q Serve(g_s), s 5.5 10.4 14.0 7.6 6.8 7.3 5.7 11.0 14.1 5.2 28.1 28.1 Cycle Q Clear(g_c), s 5.5 10.4 14.0 7.6 6.8 7.3 5.7 11.0 14.1 5.2 28.1 28.1 Prop In Lane 1.00 1.00 1.00 0.63 1.00 1.00 1.00 0.19
Lane Grp Cap(c), veh/h 167 568 248 245 331 309 329 1965 871 180 975 991 V/C Ratio(X) 0.47 0.51 0.78 0.78 0.30 0.32 0.50 0.27 0.47 0.73 0.56 0.56 Avail Cap(c_a), veh/h 278 863 376 469 470 438 420 1965 871 296 975 991 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.93 0.93 0.93 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.7 53.8 39.8 64.0 49.1 49.3 16.2 16.4 8.0 65.4 20.6 20.6 Incr Delay (d2), s/veh 1.5 0.7 5.5 4.0 0.5 0.6 0.8 0.3 1.7 4.1 2.3 2.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 4.7 5.8 3.5 3.1 3.1 2.4 4.6 5.0 2.4 12.2 12.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 56.2 54.5 45.3 68.0 49.6 49.9 17.0 16.8 9.6 69.5 22.9 22.9 LnGrp LOS E D D E D D B B A E C C
Approach Vol, veh/h 558 391 1103 1234
Approach Delay, s/veh 51.6 58.7 14.2 27.8
Approach LOS D E B C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 15.9 28.4 12.9 82.9 12.2 32.1 12.3 83.4 Change Period (Y+Rc), s 6.0 * 6 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 19.0 * 34 15.0 50.0 16.0 37.0 12.0 53.0 Max Q Clear Time (g_c+I1), s 9.6 16.0 7.7 30.1 7.5 9.3 7.2 16.1 Green Ext Time (p_c), s 0.3 2.4 0.2 7.6 0.1 1.2 0.1 7.3 Intersection Summary
HCM 6th Ctrl Delay 30.9
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ATTACHMENT 10 -741
HCM Signalized Intersection Capacity Analysis
18: Vanowen St/Driveway & Buena Vista St 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 330 0 589 0 0 0 167 872 0 0 1010 238 Future Volume (vph) 330 0 589 0 0 0 167 872 0 0 1010 238 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.7 5.7 5.7 6.0 6.0 6.0 6.0
Lane Util. Factor 0.95 0.95 1.00 1.00 0.95 0.95 1.00
Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 0.98
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85
Flt Protected 0.95 0.95 1.00 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1681 1681 1553 1770 3539 3539 1552
Flt Permitted 0.95 0.95 1.00 0.95 1.00 1.00 1.00
Satd. Flow (perm) 1681 1681 1553 1770 3539 3539 1552
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 351 0 627 0 0 0 178 928 0 0 1074 253
RTOR Reduction (vph) 0 0 423 0 0 0 0 0 0 0 0 0
Lane Group Flow (vph) 175 176 204 0 0 0 178 928 0 0 1074 253 Confl. Peds. (#/hr) 3 3 3 4 4 3
Turn Type Split NA Perm Prot NA NA Perm
Protected Phases 4 4 3 5 2 6
Permitted Phases 4 3 6
Actuated Green, G (s) 29.3 29.3 29.3 18.9 103.5 78.6 78.6 Effective Green, g (s) 29.3 29.3 29.3 18.9 103.5 78.6 78.6 Actuated g/C Ratio 0.20 0.20 0.20 0.13 0.72 0.54 0.54
Clearance Time (s) 5.7 5.7 5.7 6.0 6.0 6.0 6.0
Vehicle Extension (s) 3.5 3.5 3.5 2.0 4.0 4.0 4.0
Lane Grp Cap (vph) 340 340 314 231 2534 1925 844
v/s Ratio Prot 0.10 0.10 c0.10 0.26 c0.30
v/s Ratio Perm c0.13 0.16
v/c Ratio 0.51 0.52 0.65 0.77 0.37 0.56 0.30
Uniform Delay, d1 51.3 51.3 52.9 60.7 7.9 21.6 18.0
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.5 1.5 5.0 13.4 0.4 1.2 0.9
Delay (s) 52.8 52.9 57.9 74.1 8.3 22.7 18.9
Level of Service D D E E A C B
Approach Delay (s) 56.1 0.0 18.9 22.0
Approach LOS E A B C
Intersection Summary
HCM 2000 Control Delay 30.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.63
Actuated Cycle Length (s) 144.5 Sum of lost time (s) 22.3 Intersection Capacity Utilization 74.5% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
ATTACHMENT 10 -742
HCM 6th Signalized Intersection Summary
19: Victory Blvd & Buena Vista St 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 151 823 310 98 577 220 213 635 45 417 1189 63 Future Volume (veh/h) 151 823 310 98 577 220 213 635 45 417 1189 63 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 156 848 320 101 595 227 220 655 46 430 1226 65 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 247 909 399 163 823 361 281 1325 583 514 1576 695 Arrive On Green 0.08 0.26 0.26 0.06 0.23 0.23 0.09 0.37 0.37 0.16 0.44 0.44 Sat Flow, veh/h 1781 3554 1561 1781 3554 1558 1781 3554 1563 1781 3554 1567 Grp Volume(v), veh/h 156 848 320 101 595 227 220 655 46 430 1226 65 Grp Sat Flow(s),veh/h/ln 1781 1777 1561 1781 1777 1558 1781 1777 1563 1781 1777 1567 Q Serve(g_s), s 9.2 32.7 26.9 6.0 21.6 18.3 10.5 19.8 2.7 20.0 41.0 3.4 Cycle Q Clear(g_c), s 9.2 32.7 26.9 6.0 21.6 18.3 10.5 19.8 2.7 20.0 41.0 3.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 247 909 399 163 823 361 281 1325 583 514 1576 695 V/C Ratio(X) 0.63 0.93 0.80 0.62 0.72 0.63 0.78 0.49 0.08 0.84 0.78 0.09 Avail Cap(c_a), veh/h 345 924 406 304 924 405 548 1325 583 656 1576 695 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.0 50.9 48.8 41.2 49.6 48.4 29.5 33.8 28.4 22.7 33.1 22.6 Incr Delay (d2), s/veh 2.0 15.8 10.9 2.8 2.5 2.6 3.6 1.3 0.3 6.9 3.9 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.2 16.5 11.7 2.8 9.9 7.4 4.8 8.9 1.1 9.2 18.4 1.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.0 66.7 59.6 44.0 52.1 50.9 33.1 35.1 28.6 29.5 37.0 22.9 LnGrp LOS D E E D D D C D C C D C
Approach Vol, veh/h 1324 923 921 1721
Approach Delay, s/veh 61.8 50.9 34.3 34.6
Approach LOS E D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.5 41.8 17.6 68.1 15.9 38.4 27.5 58.2 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 19.0 36.4 34.0 29.4 19.0 36.4 34.0 29.4 Max Q Clear Time (g_c+I1), s 8.0 34.7 12.5 43.0 11.2 23.6 22.0 21.8 Green Ext Time (p_c), s 0.1 1.2 0.4 0.0 0.2 4.0 0.8 2.7 Intersection Summary
HCM 6th Ctrl Delay 45.0
HCM 6th LOS D
ATTACHMENT 10 -743
HCM 6th Signalized Intersection Summary
20: Burbank Blvd & Buena Vista St 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 101 556 327 164 473 91 211 797 98 164 1293 99 Future Volume (veh/h) 101 556 327 164 473 91 211 797 98 164 1293 99 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 106 585 344 173 498 96 222 839 103 173 1361 104 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 275 842 373 258 942 417 249 1603 712 345 1509 670 Arrive On Green 0.06 0.24 0.24 0.09 0.27 0.27 0.10 0.45 0.45 0.07 0.42 0.42 Sat Flow, veh/h 1781 3554 1573 1781 3554 1574 1781 3554 1579 1781 3554 1578 Grp Volume(v), veh/h 106 585 344 173 498 96 222 839 103 173 1361 104 Grp Sat Flow(s),veh/h/ln 1781 1777 1573 1781 1777 1574 1781 1777 1579 1781 1777 1578 Q Serve(g_s), s 6.2 21.0 29.9 10.0 16.8 6.7 11.2 23.7 5.4 7.6 50.0 5.7 Cycle Q Clear(g_c), s 6.2 21.0 29.9 10.0 16.8 6.7 11.2 23.7 5.4 7.6 50.0 5.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 275 842 373 258 942 417 249 1603 712 345 1509 670 V/C Ratio(X) 0.39 0.69 0.92 0.67 0.53 0.23 0.89 0.52 0.14 0.50 0.90 0.16 Avail Cap(c_a), veh/h 362 873 387 295 942 417 547 1603 712 690 1509 670 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.6 48.8 52.1 37.0 44.0 40.3 37.0 27.6 22.6 21.7 37.5 24.8 Incr Delay (d2), s/veh 0.7 2.3 26.9 4.2 0.6 0.3 8.1 1.2 0.4 0.8 9.1 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.8 9.7 14.6 4.7 7.5 2.7 8.3 10.4 2.1 3.3 23.4 2.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.3 51.1 79.0 41.2 44.5 40.5 45.1 28.8 23.0 22.6 46.6 25.3 LnGrp LOS D D E D D D D C C C D C
Approach Vol, veh/h 1035 767 1164 1638
Approach Delay, s/veh 59.0 43.3 31.4 42.7
Approach LOS E D C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 16.7 39.2 18.6 65.5 12.8 43.1 14.9 69.2 Change Period (Y+Rc), s 4.6 6.0 5.0 6.0 4.6 6.0 5.0 6.0 Max Green Setting (Gmax), s 15.0 34.4 37.0 32.0 15.0 34.4 37.0 32.0 Max Q Clear Time (g_c+I1), s 12.0 31.9 13.2 52.0 8.2 18.8 9.6 25.7 Green Ext Time (p_c), s 0.1 1.3 0.4 0.0 0.1 3.3 0.3 3.1 Intersection Summary
HCM 6th Ctrl Delay 43.6
HCM 6th LOS D
ATTACHMENT 10 -744
HCM 6th Signalized Intersection Summary
21: Magnolia Blvd & Buena Vista St 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 119 702 149 144 562 229 132 599 90 437 1409 119 Future Volume (veh/h) 119 702 149 144 562 229 132 599 90 437 1409 119 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 138 816 173 167 653 266 153 697 105 508 1638 138 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 234 865 381 212 909 401 186 1043 461 533 1572 696 Arrive On Green 0.07 0.24 0.24 0.08 0.26 0.26 0.08 0.29 0.29 0.22 0.44 0.44 Sat Flow, veh/h 1781 3554 1566 1781 3554 1566 1781 3554 1569 1781 3554 1574 Grp Volume(v), veh/h 138 816 173 167 653 266 153 697 105 508 1638 138 Grp Sat Flow(s),veh/h/ln 1781 1777 1566 1781 1777 1566 1781 1777 1569 1781 1777 1574 Q Serve(g_s), s 8.0 31.6 13.2 9.7 23.5 21.3 8.3 24.1 7.1 28.6 61.9 7.5 Cycle Q Clear(g_c), s 8.0 31.6 13.2 9.7 23.5 21.3 8.3 24.1 7.1 28.6 61.9 7.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 234 865 381 212 909 401 186 1043 461 533 1572 696 V/C Ratio(X) 0.59 0.94 0.45 0.79 0.72 0.66 0.82 0.67 0.23 0.95 1.04 0.20 Avail Cap(c_a), veh/h 296 873 385 253 909 401 522 1043 461 604 1572 696 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.7 52.0 45.0 39.0 47.5 46.7 36.5 43.4 37.4 30.9 39.0 23.9 Incr Delay (d2), s/veh 1.8 18.1 0.8 12.1 2.8 4.1 6.7 3.4 1.1 23.6 34.5 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.7 16.2 5.2 5.0 10.8 8.8 4.0 11.1 2.9 15.6 34.0 3.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.5 70.1 45.9 51.0 50.3 50.8 43.2 46.8 38.6 54.5 73.5 24.5 LnGrp LOS D E D D D D D D D D F C
Approach Vol, veh/h 1127 1086 955 2284
Approach Delay, s/veh 62.7 50.5 45.3 66.3
Approach LOS E D D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 16.4 40.1 15.6 67.9 14.7 41.8 36.4 47.1 Change Period (Y+Rc), s 4.6 6.0 5.0 6.0 4.6 6.0 5.0 6.0 Max Green Setting (Gmax), s 15.0 34.4 37.0 32.0 15.0 34.4 37.0 32.0 Max Q Clear Time (g_c+I1), s 11.7 33.6 10.3 63.9 10.0 25.5 30.6 26.1 Green Ext Time (p_c), s 0.1 0.5 0.3 0.0 0.1 3.6 0.8 2.5 Intersection Summary
HCM 6th Ctrl Delay 58.7
HCM 6th LOS E
ATTACHMENT 10 -745
HCM 6th Signalized Intersection Summary
22: Olive Ave & Buena Vista St 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 184 503 117 181 982 52 105 382 122 108 1123 484 Future Volume (veh/h) 184 503 117 181 982 52 105 382 122 108 1123 484 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.98 0.99 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 194 529 123 191 1034 55 111 402 128 114 1182 509 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 223 725 168 284 866 46 187 1593 698 466 1597 699 Arrive On Green 0.10 0.25 0.25 0.09 0.25 0.25 0.05 0.45 0.45 0.05 0.45 0.45 Sat Flow, veh/h 1781 2844 658 1781 3425 182 1781 3554 1556 1781 3554 1556 Grp Volume(v), veh/h 194 329 323 191 536 553 111 402 128 114 1182 509 Grp Sat Flow(s),veh/h/ln 1781 1777 1725 1781 1777 1830 1781 1777 1556 1781 1777 1556 Q Serve(g_s), s 11.1 23.7 24.0 11.0 35.4 35.4 4.7 9.9 6.9 4.8 38.4 37.5 Cycle Q Clear(g_c), s 11.1 23.7 24.0 11.0 35.4 35.4 4.7 9.9 6.9 4.8 38.4 37.5 Prop In Lane 1.00 0.38 1.00 0.10 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 223 453 440 284 449 463 187 1593 698 466 1597 699 V/C Ratio(X) 0.87 0.73 0.73 0.67 1.19 1.19 0.59 0.25 0.18 0.24 0.74 0.73 Avail Cap(c_a), veh/h 395 551 535 358 449 463 217 1593 698 494 1597 699 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.8 47.7 47.8 36.1 52.3 52.3 27.4 24.0 23.2 19.3 31.8 31.5 Incr Delay (d2), s/veh 7.8 3.8 4.1 2.8 107.3 106.9 2.5 0.4 0.6 0.2 3.1 6.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.4 11.0 10.9 5.0 29.1 29.9 2.1 4.3 2.7 2.1 17.1 15.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.5 51.5 51.9 38.9 159.6 159.2 30.0 24.4 23.8 19.5 34.9 38.1 LnGrp LOS D D D D F F C C C B C D
Approach Vol, veh/h 846 1280 641 1805
Approach Delay, s/veh 50.3 141.4 25.2 34.8
Approach LOS D F C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 17.8 41.7 11.6 68.9 18.1 41.4 11.8 68.8 Change Period (Y+Rc), s 4.6 6.0 5.0 6.0 4.6 6.0 5.0 6.0 Max Green Setting (Gmax), s 19.0 43.4 9.0 47.0 27.0 35.4 9.0 47.0 Max Q Clear Time (g_c+I1), s 13.0 26.0 6.7 40.4 13.1 37.4 6.8 11.9 Green Ext Time (p_c), s 0.2 3.9 0.0 4.8 0.3 0.0 0.0 3.4 Intersection Summary
HCM 6th Ctrl Delay 66.2
HCM 6th LOS E
ATTACHMENT 10 -746
HCM 6th Signalized Intersection Summary
23: Alameda Ave & Buena Vista St 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 210 638 128 243 611 122 221 313 227 281 712 195 Future Volume (veh/h) 210 638 128 243 611 122 221 313 227 281 712 195 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 1.00 0.95 0.99 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 233 709 142 270 679 136 246 348 252 312 791 217 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 283 851 366 318 913 393 359 1360 574 523 1439 609 Arrive On Green 0.08 0.24 0.24 0.09 0.26 0.26 0.10 0.38 0.38 0.12 0.40 0.40 Sat Flow, veh/h 3456 3554 1527 3456 3554 1531 1781 3554 1499 1781 3554 1504 Grp Volume(v), veh/h 233 709 142 270 679 136 246 348 252 312 791 217 Grp Sat Flow(s),veh/h/ln 1728 1777 1527 1728 1777 1531 1781 1777 1499 1781 1777 1504 Q Serve(g_s), s 9.3 26.5 8.4 10.8 24.6 10.1 11.6 9.4 12.4 14.7 23.9 14.0 Cycle Q Clear(g_c), s 9.3 26.5 8.4 10.8 24.6 10.1 11.6 9.4 12.4 14.7 23.9 14.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 283 851 366 318 913 393 359 1360 574 523 1439 609 V/C Ratio(X) 0.82 0.83 0.39 0.85 0.74 0.35 0.68 0.26 0.44 0.60 0.55 0.36 Avail Cap(c_a), veh/h 346 1142 491 346 1142 492 437 1360 574 574 1439 609 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 63.3 50.6 26.2 62.6 47.8 42.4 24.5 29.6 16.3 21.3 31.9 29.0 Incr Delay (d2), s/veh 11.8 4.1 0.7 16.3 2.0 0.5 2.8 0.5 2.4 1.2 1.5 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.6 12.3 3.2 5.5 11.2 3.9 5.2 4.2 4.7 6.3 10.6 5.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 75.0 54.6 26.9 78.9 49.8 42.9 27.4 30.0 18.7 22.5 33.4 30.6 LnGrp LOS E D C E D D C C B C C C
Approach Vol, veh/h 1084 1085 846 1320
Approach Delay, s/veh 55.4 56.2 25.9 30.4
Approach LOS E E C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 18.9 39.5 18.9 62.7 16.5 42.0 22.0 59.6 Change Period (Y+Rc), s 6.0 * 6 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 14.0 * 45 20.0 39.0 14.0 45.0 21.0 38.0 Max Q Clear Time (g_c+I1), s 12.8 28.5 13.6 25.9 11.3 26.6 16.7 14.4 Green Ext Time (p_c), s 0.1 5.0 0.3 5.2 0.2 5.0 0.3 3.3 Intersection Summary
HCM 6th Ctrl Delay 42.2
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ATTACHMENT 10 -747
HCM Signalized Intersection Capacity Analysis
24: Riverside Dr & SR 134 Ramps/Buena Vista St & SR 134 WB On Ramp 10/27/2021 Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement WBL2 WBL WBT WBR NBL NBT NBR SBL SBT SBR SBR2 NEL Lane Configurations
Traffic Volume (vph) 22 177 197 84 388 615 314 280 295 49 278 92 Future Volume (vph) 22 177 197 84 388 615 314 280 295 49 278 92 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.6 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 4.6 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 0.95 1.00 0.91 0.91 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.85 1.00 0.95 1.00 0.95 0.85 1.00
Flt Protected 0.95 0.95 0.99 1.00 0.95 1.00 0.95 1.00 1.00 0.95 Satd. Flow (prot) 1770 1681 1746 1544 1770 3341 1770 3230 1441 1770 Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 Satd. Flow (perm) 1770 1770 1770 1544 1770 3341 1770 3230 1441 1770 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 23 186 207 88 408 647 331 295 311 52 293 97 RTOR Reduction (vph) 0 0 0 58 0 29 0 0 0 0 0 0
Lane Group Flow (vph) 23 108 285 30 408 949 0 295 454 0 202 97 Confl. Peds. (#/hr) 6 2 2 6
Turn Type Prot Perm NA Perm Split NA Split NA Perm Prot Protected Phases 1 6 8 8 7 7 5
Permitted Phases 6 6 7
Actuated Green, G (s) 5.6 43.8 43.8 43.8 50.7 50.7 35.7 35.7 35.7 14.6 Effective Green, g (s) 5.6 43.8 43.8 43.8 50.7 50.7 35.7 35.7 35.7 14.6 Actuated g/C Ratio 0.03 0.26 0.26 0.26 0.30 0.30 0.21 0.21 0.21 0.09 Clearance Time (s) 4.6 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 4.6 Vehicle Extension (s) 2.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 2.5 Lane Grp Cap (vph) 58 459 459 400 531 1002 374 682 304 153 v/s Ratio Prot 0.01 0.23 c0.28 c0.17 0.14 c0.05
v/s Ratio Perm 0.06 0.16 0.02 0.14
v/c Ratio 0.40 0.24 0.62 0.08 0.77 0.95 0.79 0.67 0.66 0.63 Uniform Delay, d1 80.0 49.3 55.2 47.3 53.8 57.8 63.0 61.1 61.1 74.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.2 0.3 2.7 0.1 6.8 17.1 10.8 2.6 5.6 7.3 Delay (s) 83.2 49.7 58.0 47.4 60.6 74.9 73.9 63.7 66.7 81.9 Level of Service F D E D E E E E E F
Approach Delay (s) 55.5 70.6 67.5 72.5
Approach LOS E E E E
Intersection Summary
HCM 2000 Control Delay 68.3 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.90
Actuated Cycle Length (s) 168.9 Sum of lost time (s) 24.1 Intersection Capacity Utilization 105.0% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
ATTACHMENT 10 -748
HCM Signalized Intersection Capacity Analysis
24: Riverside Dr & SR 134 Ramps/Buena Vista St & SR 134 WB On Ramp 10/27/2021 Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement NER NER2
Lane Configurations
Traffic Volume (vph) 813 2
Future Volume (vph) 813 2
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 6.5
Lane Util. Factor 0.88
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot) 2787
Flt Permitted 1.00
Satd. Flow (perm) 2787
Peak-hour factor, PHF 0.95 0.95
Adj. Flow (vph) 856 2
RTOR Reduction (vph) 54 0
Lane Group Flow (vph) 804 0
Confl. Peds. (#/hr) 2
Turn Type Prot
Protected Phases 2
Permitted Phases
Actuated Green, G (s) 52.8
Effective Green, g (s) 52.8
Actuated g/C Ratio 0.31
Clearance Time (s) 6.5
Vehicle Extension (s) 3.5
Lane Grp Cap (vph) 871
v/s Ratio Prot c0.29
v/s Ratio Perm
v/c Ratio 0.92
Uniform Delay, d1 56.1
Progression Factor 1.00
Incremental Delay, d2 15.3
Delay (s) 71.4
Level of Service E
Approach Delay (s)
Approach LOS
Intersection Summary
ATTACHMENT 10 -749
HCM Signalized Intersection Capacity Analysis
25: Burbank Blvd & Victory Blvd 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 42 1457 325 393 1300 503 242 242 116 659 546 54 Future Volume (vph) 42 1457 325 393 1300 503 242 242 116 659 546 54 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 6.0 6.0 5.0 6.0 6.0 6.0 6.0 5.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 1.00 0.86 0.86 1.00 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.99 1.00 Satd. Flow (prot) 3433 5085 1561 3433 5085 1570 3433 3539 1583 3044 3185 1557 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.99 1.00 Satd. Flow (perm) 3433 5085 1561 3433 5085 1570 3433 3539 1583 3044 3185 1557 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 45 1567 349 423 1398 541 260 260 125 709 587 58 RTOR Reduction (vph) 0 0 22 0 0 118 0 0 34 0 0 43
Lane Group Flow (vph) 45 1567 327 423 1398 423 260 260 91 631 665 15 Confl. Peds. (#/hr) 1 4 4 1 3 3
Turn Type Prot NA pm+ov Prot NA pm+ov Split NA pm+ov Split NA Perm Protected Phases 1 6 7 5 2 3 7 7 5 3 3
Permitted Phases 6 2 7 3
Actuated Green, G (s) 6.1 65.3 88.7 26.6 85.8 134.0 23.4 23.4 50.0 48.2 48.2 48.2 Effective Green, g (s) 6.1 65.3 88.7 26.6 85.8 134.0 23.4 23.4 50.0 48.2 48.2 48.2 Actuated g/C Ratio 0.03 0.35 0.48 0.14 0.46 0.72 0.13 0.13 0.27 0.26 0.26 0.26 Clearance Time (s) 5.0 6.0 6.0 5.0 6.0 6.0 6.0 6.0 5.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 3.0 3.0 2.0 3.0 3.0 3.0 3.0 2.0 3.0 3.0 3.0 Lane Grp Cap (vph) 112 1780 742 489 2339 1178 430 444 424 786 823 402 v/s Ratio Prot 0.01 c0.31 0.06 c0.12 0.27 0.09 c0.08 0.07 0.03 0.21 c0.21 v/s Ratio Perm 0.15 0.18 0.03 0.01
v/c Ratio 0.40 0.88 0.44 0.87 0.60 0.36 0.60 0.59 0.21 0.80 0.81 0.04 Uniform Delay, d1 88.4 56.9 32.4 78.2 37.5 10.0 77.2 77.0 53.0 64.7 64.8 51.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.7 5.5 0.4 14.3 0.4 0.2 2.4 2.0 0.1 5.9 5.9 0.0 Delay (s) 90.1 62.4 32.9 92.5 37.9 10.1 79.6 78.9 53.1 70.6 70.7 51.8 Level of Service F E C F D B E E D E E D
Approach Delay (s) 57.8 41.3 74.2 69.9
Approach LOS E D E E
Intersection Summary
HCM 2000 Control Delay 55.9 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.82
Actuated Cycle Length (s) 186.5 Sum of lost time (s) 23.0 Intersection Capacity Utilization 85.2% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
ATTACHMENT 10 -750
HCM 6th Signalized Intersection Summary
26: Victory Blvd/Victory Pl & Magnolia Blvd 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 125 558 222 193 579 121 151 493 78 216 1008 140 Future Volume (veh/h) 125 558 222 193 579 121 151 493 78 216 1008 140 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 137 613 244 212 636 133 166 542 86 237 1108 154 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 243 537 213 239 884 390 264 1554 689 477 1632 724 Arrive On Green 0.07 0.22 0.22 0.11 0.25 0.25 0.07 0.44 0.44 0.09 0.46 0.46 Sat Flow, veh/h 1781 2472 983 1781 3554 1568 1781 3554 1575 1781 3554 1576 Grp Volume(v), veh/h 137 440 417 212 636 133 166 542 86 237 1108 154 Grp Sat Flow(s),veh/h/ln 1781 1777 1679 1781 1777 1568 1781 1777 1575 1781 1777 1576 Q Serve(g_s), s 8.3 30.4 30.4 12.6 22.9 9.7 7.1 14.2 4.5 10.1 34.3 8.2 Cycle Q Clear(g_c), s 8.3 30.4 30.4 12.6 22.9 9.7 7.1 14.2 4.5 10.1 34.3 8.2 Prop In Lane 1.00 0.59 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 243 386 365 239 884 390 264 1554 689 477 1632 724 V/C Ratio(X) 0.56 1.14 1.14 0.89 0.72 0.34 0.63 0.35 0.12 0.50 0.68 0.21 Avail Cap(c_a), veh/h 429 386 365 370 884 390 515 1554 689 688 1632 724 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.6 54.8 54.8 38.8 48.1 43.2 24.6 26.2 23.5 19.0 29.7 22.7 Incr Delay (d2), s/veh 0.8 90.2 92.0 10.4 2.9 0.5 0.9 0.6 0.4 0.3 2.3 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.7 23.2 22.1 6.2 10.5 3.9 3.1 6.2 1.8 4.2 15.1 3.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.4 145.0 146.8 49.2 51.0 43.7 25.5 26.8 23.8 19.3 32.0 23.4 LnGrp LOS D F F D D D C C C B C C
Approach Vol, veh/h 994 981 794 1499
Approach Delay, s/veh 131.3 49.6 26.2 29.1
Approach LOS F D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.9 70.3 19.4 36.4 17.0 67.2 15.0 40.8 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 29.0 34.4 25.0 30.4 29.0 34.4 25.0 30.4 Max Q Clear Time (g_c+I1), s 9.1 36.3 14.6 32.4 12.1 16.2 10.3 24.9 Green Ext Time (p_c), s 0.2 0.0 0.2 0.0 0.3 3.8 0.1 2.2 Intersection Summary
HCM 6th Ctrl Delay 57.1
HCM 6th LOS E
ATTACHMENT 10 -751
HCM 6th Signalized Intersection Summary
27: Olive Ave & Victory Blvd 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 164 463 56 139 911 74 122 502 94 180 946 292 Future Volume (veh/h) 164 463 56 139 911 74 122 502 94 180 946 292 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.97 0.99 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 173 487 59 146 959 78 128 528 99 189 996 307 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 316 1515 183 480 1661 729 175 781 336 288 873 378 Arrive On Green 0.07 0.48 0.48 0.06 0.47 0.47 0.07 0.22 0.22 0.10 0.25 0.25 Sat Flow, veh/h 1781 3186 384 1781 3554 1560 1781 3554 1531 1781 3554 1537 Grp Volume(v), veh/h 173 271 275 146 959 78 128 528 99 189 996 307 Grp Sat Flow(s),veh/h/ln 1781 1777 1794 1781 1777 1560 1781 1777 1531 1781 1777 1537 Q Serve(g_s), s 7.0 13.2 13.3 5.9 27.6 3.9 7.7 19.1 7.6 11.3 34.4 26.4 Cycle Q Clear(g_c), s 7.0 13.2 13.3 5.9 27.6 3.9 7.7 19.1 7.6 11.3 34.4 26.4 Prop In Lane 1.00 0.21 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 316 845 853 480 1661 729 175 781 336 288 873 378 V/C Ratio(X) 0.55 0.32 0.32 0.30 0.58 0.11 0.73 0.68 0.29 0.66 1.14 0.81 Avail Cap(c_a), veh/h 568 845 853 747 1661 729 293 873 376 360 873 378 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.9 22.7 22.7 17.8 27.2 20.9 41.5 50.1 45.6 37.8 52.8 49.8 Incr Delay (d2), s/veh 0.6 1.0 1.0 0.1 1.5 0.3 2.2 1.8 0.5 1.5 77.0 12.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.0 5.8 5.9 2.5 12.0 1.5 3.5 8.7 2.9 5.1 24.6 11.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.4 23.7 23.7 18.0 28.7 21.2 43.7 51.9 46.0 39.3 129.8 62.5 LnGrp LOS C C C B C C D D D D F E
Approach Vol, veh/h 719 1183 755 1492
Approach Delay, s/veh 23.2 26.9 49.7 104.5
Approach LOS C C D F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.7 72.6 14.3 40.4 13.8 71.4 18.0 36.8 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 29.0 36.4 19.0 34.4 29.0 36.4 19.0 34.4 Max Q Clear Time (g_c+I1), s 7.9 15.3 9.7 36.4 9.0 29.6 13.3 21.1 Green Ext Time (p_c), s 0.2 3.3 0.1 0.0 0.2 3.7 0.1 3.2 Intersection Summary
HCM 6th Ctrl Delay 58.3
HCM 6th LOS E
ATTACHMENT 10 -752
HCM 6th Signalized Intersection Summary
28: Alameda Ave & Victory Blvd 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 51 603 100 109 1170 245 90 233 69 340 566 71 Future Volume (veh/h) 51 603 100 109 1170 245 90 233 69 340 566 71 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 0.98 0.95 0.97 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 52 615 102 111 1194 250 92 238 70 347 578 72 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 232 1907 846 449 1925 854 164 456 130 623 959 119 Arrive On Green 0.04 0.54 0.54 0.04 0.54 0.54 0.17 0.17 0.17 0.10 0.30 0.30 Sat Flow, veh/h 1781 3554 1576 1781 3554 1576 767 2694 768 3456 3169 394 Grp Volume(v), veh/h 52 615 102 111 1194 250 92 154 154 347 323 327 Grp Sat Flow(s),veh/h/ln 1781 1777 1576 1781 1777 1576 767 1777 1685 1728 1777 1786 Q Serve(g_s), s 1.8 13.6 4.5 3.9 32.5 12.1 16.3 11.1 11.7 11.2 21.7 21.9 Cycle Q Clear(g_c), s 1.8 13.6 4.5 3.9 32.5 12.1 19.5 11.1 11.7 11.2 21.7 21.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.46 1.00 0.22
Lane Grp Cap(c), veh/h 232 1907 846 449 1925 854 164 301 285 623 538 541 V/C Ratio(X) 0.22 0.32 0.12 0.25 0.62 0.29 0.56 0.51 0.54 0.56 0.60 0.60 Avail Cap(c_a), veh/h 293 1907 846 501 1925 854 201 386 366 843 736 740 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 17.3 18.2 16.1 14.0 22.2 17.5 57.9 52.9 53.2 40.7 41.6 41.7 Incr Delay (d2), s/veh 0.2 0.4 0.3 0.1 1.5 0.9 3.0 1.4 1.6 0.8 1.1 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 5.7 1.7 1.6 13.8 4.6 3.3 5.1 5.1 4.9 9.7 9.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 17.5 18.6 16.4 14.1 23.7 18.4 60.9 54.3 54.7 41.5 42.7 42.8 LnGrp LOS B B B B C B E D D D D D
Approach Vol, veh/h 769 1555 400 997
Approach Delay, s/veh 18.3 22.1 56.0 42.3
Approach LOS B C E D
Timer - Assigned Phs 1 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 18.7 29.7 10.5 81.1 48.4 9.8 81.8 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 6.0 4.6 6.0
Max Green Setting (Gmax), s 23.0 30.4 10.0 55.4 58.0 10.0 55.4 Max Q Clear Time (g_c+I1), s 13.2 21.5 5.9 15.6 23.9 3.8 34.5 Green Ext Time (p_c), s 0.9 1.6 0.0 5.2 4.5 0.0 10.2
Intersection Summary
HCM 6th Ctrl Delay 30.4
HCM 6th LOS C
ATTACHMENT 10 -753
HCM 6th Signalized Intersection Summary
29: Burbank Blvd & San Fernando Blvd 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 506 481 292 20 334 74 69 103 5 52 208 656 Future Volume (veh/h) 506 481 292 20 334 74 69 103 5 52 208 656 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.95 1.00 1.00 0.98 1.00 0.98 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 588 559 0 23 388 86 80 120 6 60 242 763 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 693 960 89 642 279 423 1213 60 97 509 733
Arrive On Green 0.13 0.27 0.00 0.05 0.18 0.18 0.12 0.35 0.35 0.05 0.27 0.27 Sat Flow, veh/h 3456 3554 1585 1781 3554 1548 3456 3442 171 1781 1870 2692 Grp Volume(v), veh/h 588 559 0 23 388 86 80 62 64 60 242 763 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1781 1777 1548 1728 1777 1836 1781 1870 1346 Q Serve(g_s), s 7.4 11.1 0.0 1.0 8.2 3.9 1.7 1.9 1.9 2.7 8.8 16.6 Cycle Q Clear(g_c), s 7.4 11.1 0.0 1.0 8.2 3.9 1.7 1.9 1.9 2.7 8.8 16.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.09 1.00 1.00
Lane Grp Cap(c), veh/h 693 960 89 642 279 423 626 647 97 509 733 V/C Ratio(X) 0.85 0.58 0.26 0.60 0.31 0.19 0.10 0.10 0.62 0.48 1.04 Avail Cap(c_a), veh/h 1099 1305 654 1305 568 2538 1305 1349 436 687 989 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 32.5 25.8 0.0 37.4 30.8 29.0 32.2 17.7 17.8 37.8 24.8 16.6 Incr Delay (d2), s/veh 2.1 0.7 0.0 1.8 1.1 0.7 0.5 0.1 0.1 2.4 0.5 37.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.6 4.6 0.0 0.5 3.5 1.5 0.7 0.8 0.8 1.2 3.9 8.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.6 26.5 0.0 39.2 31.9 29.8 32.7 17.8 17.8 40.1 25.4 53.8 LnGrp LOS C C D C C C B B D C F
Approach Vol, veh/h 1147 A 497 206 1065
Approach Delay, s/veh 30.6 31.9 23.6 46.6
Approach LOS C C C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.5 35.1 16.4 20.7 16.3 28.3 9.1 28.1 Change Period (Y+Rc), s 5.0 6.3 6.0 * 6 6.3 * 6 5.0 6.0 Max Green Setting (Gmax), s 20.0 60.0 20.0 * 30 60.0 * 30 30.0 30.0 Max Q Clear Time (g_c+I1), s 4.7 3.9 9.4 10.2 3.7 18.6 3.0 13.1 Green Ext Time (p_c), s 0.0 0.9 1.0 3.3 0.6 3.2 0.0 4.1 Intersection Summary
HCM 6th Ctrl Delay 36.2
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay.

ATTACHMENT 10 -754
HCM 6th Signalized Intersection Summary
30: Magnolia Blvd & First St 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 108 564 177 49 748 22 170 132 43 33 326 235 Future Volume (veh/h) 108 564 177 49 748 22 170 132 43 33 326 235 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 126 656 206 57 870 26 198 153 50 38 379 273 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 339 1732 731 375 1612 777 305 890 395 375 722 408 Arrive On Green 0.06 0.46 0.46 0.05 0.45 0.45 0.09 0.25 0.25 0.04 0.20 0.20 Sat Flow, veh/h 1781 3741 1580 1781 3554 1580 1781 3554 1576 1781 3554 1573 Grp Volume(v), veh/h 126 656 206 57 870 26 198 153 50 38 379 273 Grp Sat Flow(s),veh/h/ln 1781 1870 1580 1781 1777 1580 1781 1777 1576 1781 1777 1573 Q Serve(g_s), s 3.9 12.0 8.5 1.7 18.6 0.9 9.0 3.5 2.6 1.7 10.0 16.3 Cycle Q Clear(g_c), s 3.9 12.0 8.5 1.7 18.6 0.9 9.0 3.5 2.6 1.7 10.0 16.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 339 1732 731 375 1612 777 305 890 395 375 722 408 V/C Ratio(X) 0.37 0.38 0.28 0.15 0.54 0.03 0.65 0.17 0.13 0.10 0.53 0.67 Avail Cap(c_a), veh/h 393 1732 731 445 1612 777 305 1097 486 459 1097 574 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.7 18.4 17.4 14.2 20.8 13.8 29.3 30.8 30.5 30.9 37.3 34.9 Incr Delay (d2), s/veh 0.3 0.6 1.0 0.1 1.3 0.1 3.8 0.1 0.1 0.0 0.6 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 5.2 3.2 0.7 7.8 0.3 4.2 1.5 1.0 0.7 4.4 6.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.9 19.0 18.4 14.3 22.1 13.9 33.1 30.9 30.6 30.9 37.9 36.8 LnGrp LOS B B B B C B C C C C D D
Approach Vol, veh/h 988 953 401 690
Approach Delay, s/veh 18.5 21.4 31.9 37.1
Approach LOS B C C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.5 54.6 8.6 32.3 10.4 53.6 13.6 27.3 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 9.0 33.4 9.0 32.4 9.0 33.4 9.0 32.4 Max Q Clear Time (g_c+I1), s 3.7 14.0 3.7 5.5 5.9 20.6 11.0 18.3 Green Ext Time (p_c), s 0.0 5.2 0.0 1.1 0.0 5.0 0.0 3.0 Intersection Summary
HCM 6th Ctrl Delay 25.4
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

ATTACHMENT 10 -755
HCM 6th Signalized Intersection Summary
31: Olive Ave & First St 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 98 377 105 37 683 94 264 174 48 52 177 110 Future Volume (veh/h) 98 377 105 37 683 94 264 174 48 52 177 110 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 0.99 0.98 0.98 0.98 0.97 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 105 405 113 40 734 101 284 187 52 56 190 118 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 360 1271 350 459 1601 697 422 694 187 334 604 342 Arrive On Green 0.05 0.46 0.46 0.04 0.45 0.45 0.13 0.25 0.25 0.04 0.17 0.17 Sat Flow, veh/h 1781 2736 754 1781 3554 1548 1781 2750 741 1781 3554 1526 Grp Volume(v), veh/h 105 261 257 40 734 101 284 119 120 56 190 118 Grp Sat Flow(s),veh/h/ln 1781 1777 1714 1781 1777 1548 1781 1777 1715 1781 1777 1526 Q Serve(g_s), s 3.4 10.2 10.4 1.3 15.7 4.2 14.0 5.9 6.2 2.8 5.2 7.2 Cycle Q Clear(g_c), s 3.4 10.2 10.4 1.3 15.7 4.2 14.0 5.9 6.2 2.8 5.2 7.2 Prop In Lane 1.00 0.44 1.00 1.00 1.00 0.43 1.00 1.00
Lane Grp Cap(c), veh/h 360 825 796 459 1601 697 422 449 433 334 604 342 V/C Ratio(X) 0.29 0.32 0.32 0.09 0.46 0.14 0.67 0.26 0.28 0.17 0.31 0.34 Avail Cap(c_a), veh/h 445 825 796 568 1601 697 422 565 546 400 969 499 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.8 18.5 18.6 15.1 20.9 17.8 31.1 32.9 33.1 35.0 40.0 36.1 Incr Delay (d2), s/veh 0.3 1.0 1.1 0.0 0.9 0.4 3.9 0.4 0.4 0.1 0.4 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 4.4 4.3 0.5 6.6 1.6 6.5 2.6 2.6 1.2 2.3 2.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.1 19.5 19.6 15.1 21.9 18.2 35.0 33.3 33.5 35.1 40.4 36.8 LnGrp LOS B B B B C B D C C D D D
Approach Vol, veh/h 623 875 523 364
Approach Delay, s/veh 19.0 21.1 34.3 38.4
Approach LOS B C C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.9 33.8 10.8 55.6 19.0 24.7 9.2 57.1 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 9.0 35.0 11.0 33.0 14.0 30.0 11.0 33.0 Max Q Clear Time (g_c+I1), s 4.8 8.2 5.4 17.7 16.0 9.2 3.3 12.4 Green Ext Time (p_c), s 0.0 1.7 0.1 5.6 0.0 1.8 0.0 3.8 Intersection Summary
HCM 6th Ctrl Delay 26.1
HCM 6th LOS C
ATTACHMENT 10 -756
HCM 6th Signalized Intersection Summary
32: Alameda Ave & San Fernando Blvd 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 171 433 151 80 563 78 291 249 98 153 474 284 Future Volume (veh/h) 171 433 151 80 563 78 291 249 98 153 474 284 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.95 0.99 0.96 0.99 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 176 446 156 82 580 80 300 257 101 158 489 293 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 1205 1351 468 103 708 97 460 433 165 280 611 262 Arrive On Green 0.35 0.53 0.53 0.06 0.23 0.23 0.09 0.17 0.17 0.09 0.17 0.17 Sat Flow, veh/h 3456 2573 891 1781 3116 428 3456 2489 946 1781 3554 1527 Grp Volume(v), veh/h 176 307 295 82 330 330 300 181 177 158 489 293 Grp Sat Flow(s),veh/h/ln 1728 1777 1687 1781 1777 1767 1728 1777 1658 1781 1777 1527 Q Serve(g_s), s 4.9 13.9 14.1 6.4 24.7 24.8 9.9 13.1 13.8 10.1 18.5 11.4 Cycle Q Clear(g_c), s 4.9 13.9 14.1 6.4 24.7 24.8 9.9 13.1 13.8 10.1 18.5 11.4 Prop In Lane 1.00 0.53 1.00 0.24 1.00 0.57 1.00 1.00
Lane Grp Cap(c), veh/h 1205 933 886 103 404 402 460 309 289 280 611 262 V/C Ratio(X) 0.15 0.33 0.33 0.79 0.82 0.82 0.65 0.59 0.61 0.56 0.80 1.12 Avail Cap(c_a), veh/h 1205 933 886 280 609 606 624 470 438 280 762 327 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 31.3 19.1 19.1 65.1 51.3 51.4 43.6 53.2 53.4 43.1 55.7 13.1 Incr Delay (d2), s/veh 0.0 0.9 1.0 9.8 16.6 17.0 1.2 2.1 2.5 2.2 5.3 86.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 6.0 5.8 3.2 12.9 12.9 4.3 6.1 6.0 4.7 8.8 10.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.3 20.0 20.2 74.9 67.9 68.4 44.7 55.3 56.0 45.3 61.0 99.5 LnGrp LOS C C C E E E D E E D E F
Approach Vol, veh/h 778 742 658 940
Approach Delay, s/veh 22.6 68.9 50.7 70.3
Approach LOS C E D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 17.3 30.1 54.8 37.8 17.0 30.4 13.1 79.5 Change Period (Y+Rc), s 5.0 6.0 6.0 * 6 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 19.0 30.0 21.0 * 48 12.0 37.0 22.0 47.0 Max Q Clear Time (g_c+I1), s 11.9 20.5 6.9 26.8 12.1 15.8 8.4 16.1 Green Ext Time (p_c), s 0.5 3.6 0.3 5.0 0.0 2.5 0.1 5.0 Intersection Summary
HCM 6th Ctrl Delay 53.9
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ATTACHMENT 10 -757
HCM 6th Signalized Intersection Summary
33: Magnolia Blvd & Glenoaks Blvd 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 96 155 159 110 385 66 190 759 21 59 1563 233 Future Volume (veh/h) 96 155 159 110 385 66 190 759 21 59 1563 233 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.98 0.99 0.98 1.00 0.99 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 99 160 164 113 397 68 196 782 22 61 1611 240 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 208 474 394 272 767 130 231 1801 51 424 1483 216 Arrive On Green 0.25 0.25 0.25 0.25 0.25 0.25 0.08 0.51 0.51 0.05 0.48 0.48 Sat Flow, veh/h 920 1870 1555 1045 3029 514 1781 3529 99 1781 3105 452 Grp Volume(v), veh/h 99 160 164 113 231 234 196 394 410 61 906 945 Grp Sat Flow(s),veh/h/ln 920 1870 1555 1045 1777 1766 1781 1777 1851 1781 1777 1780 Q Serve(g_s), s 9.3 6.3 7.9 8.9 10.1 10.2 5.6 12.5 12.6 1.5 43.0 43.0 Cycle Q Clear(g_c), s 19.6 6.3 7.9 15.2 10.1 10.2 5.6 12.5 12.6 1.5 43.0 43.0 Prop In Lane 1.00 1.00 1.00 0.29 1.00 0.05 1.00 0.25
Lane Grp Cap(c), veh/h 208 474 394 272 450 447 231 907 945 424 849 850 V/C Ratio(X) 0.48 0.34 0.42 0.42 0.51 0.52 0.85 0.43 0.43 0.14 1.07 1.11 Avail Cap(c_a), veh/h 262 582 484 332 553 549 258 907 945 509 849 850 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.3 27.4 28.1 33.7 28.9 28.9 23.2 13.9 13.9 10.9 23.5 23.5 Incr Delay (d2), s/veh 1.7 0.4 0.7 1.0 0.9 0.9 19.0 1.5 1.5 0.1 50.6 66.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 2.8 3.0 2.3 4.3 4.4 3.4 5.1 5.3 0.6 28.5 32.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.0 27.9 28.8 34.7 29.8 29.9 42.2 15.4 15.3 10.9 74.1 89.7 LnGrp LOS D C C C C C D B B B F F
Approach Vol, veh/h 423 578 1000 1912
Approach Delay, s/veh 30.8 30.8 20.6 79.8
Approach LOS C C C E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 9.3 51.9 28.8 12.2 49.0 28.8
Change Period (Y+Rc), s 4.6 6.0 6.0 4.6 6.0 6.0
Max Green Setting (Gmax), s 9.0 36.4 28.0 9.0 36.4 28.0 Max Q Clear Time (g_c+I1), s 3.5 14.6 17.2 7.6 45.0 21.6 Green Ext Time (p_c), s 0.0 5.2 2.5 0.0 0.0 1.1
Intersection Summary
HCM 6th Ctrl Delay 52.1
HCM 6th LOS D
ATTACHMENT 10 -758
HCM 6th Signalized Intersection Summary
34: Olive Ave & Glenoaks Blvd 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 107 143 93 117 482 40 166 566 35 53 1001 203 Future Volume (veh/h) 107 143 93 117 482 40 166 566 35 53 1001 203 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.98 0.99 0.98 1.00 0.98 0.99 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 111 149 97 122 502 42 173 590 36 55 1043 211 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 394 739 450 527 1166 97 240 1020 62 290 763 154 Arrive On Green 0.06 0.35 0.35 0.06 0.35 0.35 0.09 0.30 0.30 0.05 0.26 0.26 Sat Flow, veh/h 1781 2106 1281 1781 3315 276 1781 3399 207 1781 2935 592 Grp Volume(v), veh/h 111 124 122 122 268 276 173 308 318 55 630 624 Grp Sat Flow(s),veh/h/ln 1781 1777 1611 1781 1777 1814 1781 1777 1829 1781 1777 1750 Q Serve(g_s), s 3.5 4.4 4.8 3.9 10.4 10.4 6.2 13.2 13.3 2.0 23.4 23.4 Cycle Q Clear(g_c), s 3.5 4.4 4.8 3.9 10.4 10.4 6.2 13.2 13.3 2.0 23.4 23.4 Prop In Lane 1.00 0.80 1.00 0.15 1.00 0.11 1.00 0.34
Lane Grp Cap(c), veh/h 394 623 565 527 625 638 240 533 549 290 462 455 V/C Ratio(X) 0.28 0.20 0.22 0.23 0.43 0.43 0.72 0.58 0.58 0.19 1.36 1.37 Avail Cap(c_a), veh/h 460 623 565 592 625 638 258 533 549 380 462 455 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 17.2 20.4 20.5 16.7 22.3 22.3 23.6 26.7 26.7 22.7 33.3 33.3 Incr Delay (d2), s/veh 0.3 0.7 0.9 0.2 2.1 2.1 8.1 1.5 1.5 0.2 177.3 180.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 1.9 1.9 1.6 4.6 4.7 3.0 5.7 5.8 0.8 32.5 32.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 17.5 21.1 21.4 16.9 24.4 24.4 31.7 28.2 28.2 22.9 210.6 213.9 LnGrp LOS B C C B C C C C C C F F
Approach Vol, veh/h 357 666 799 1309
Approach Delay, s/veh 20.1 23.0 29.0 204.3
Approach LOS C C C F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.3 37.6 12.7 29.4 10.2 37.7 9.1 33.0 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 9.0 27.4 9.0 23.4 9.0 27.4 9.0 23.4 Max Q Clear Time (g_c+I1), s 5.9 6.8 8.2 25.4 5.5 12.4 4.0 15.3 Green Ext Time (p_c), s 0.1 1.9 0.0 0.0 0.1 3.9 0.0 2.4 Intersection Summary
HCM 6th Ctrl Delay 100.0
HCM 6th LOS F
ATTACHMENT 10 -759
HCM 6th Signalized Intersection Summary
35: Alameda Ave & Glenoaks Blvd 10/27/2021
Future With Project (2029) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 208 127 133 101 448 17 237 592 16 59 1072 357 Future Volume (veh/h) 208 127 133 101 448 17 237 592 16 59 1072 357 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 217 132 139 105 467 18 247 617 17 61 1117 372 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 239 650 546 127 509 20 271 2067 634 367 1224 408 Arrive On Green 0.13 0.35 0.35 0.07 0.28 0.28 0.12 0.40 0.40 0.04 0.32 0.32 Sat Flow, veh/h 1781 1870 1571 1781 1788 69 1781 5106 1565 1781 3777 1258 Grp Volume(v), veh/h 217 132 139 105 0 485 247 617 17 61 1007 482 Grp Sat Flow(s),veh/h/ln 1781 1870 1571 1781 0 1857 1781 1702 1565 1781 1702 1630 Q Serve(g_s), s 18.2 7.5 9.6 8.8 0.0 38.4 15.5 12.4 1.0 3.4 43.1 43.1 Cycle Q Clear(g_c), s 18.2 7.5 9.6 8.8 0.0 38.4 15.5 12.4 1.0 3.4 43.1 43.1 Prop In Lane 1.00 1.00 1.00 0.04 1.00 1.00 1.00 0.77
Lane Grp Cap(c), veh/h 239 650 546 127 0 529 271 2067 634 367 1103 528 V/C Ratio(X) 0.91 0.20 0.25 0.82 0.00 0.92 0.91 0.30 0.03 0.17 0.91 0.91 Avail Cap(c_a), veh/h 293 650 546 351 0 612 531 2067 634 654 1121 537 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 64.8 34.8 35.5 69.5 0.0 52.6 43.2 30.6 27.2 32.1 49.2 49.2 Incr Delay (d2), s/veh 24.4 0.2 0.3 9.4 0.0 18.1 5.0 0.1 0.0 0.1 11.4 20.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.9 3.5 3.8 4.4 0.0 20.6 9.8 5.2 0.4 1.5 20.1 20.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 89.2 35.0 35.8 79.0 0.0 70.7 48.2 30.7 27.2 32.2 60.6 69.4 LnGrp LOS F D D E A E D C C C E E
Approach Vol, veh/h 488 590 881 1550
Approach Delay, s/veh 59.3 72.1 35.5 62.2
Approach LOS E E D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 15.5 58.7 22.4 55.2 25.0 49.2 10.1 67.5 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 29.9 45.0 40.0 50.0 25.0 50.0 30.0 60.0 Max Q Clear Time (g_c+I1), s 10.8 11.6 17.5 45.1 20.2 40.4 5.4 14.4 Green Ext Time (p_c), s 0.2 1.9 0.3 4.1 0.1 2.8 0.1 7.2 Intersection Summary
HCM 6th Ctrl Delay 56.8
HCM 6th LOS E
ATTACHMENT 10 -760
HCM 6th Signalized Intersection Summary
1: Winona Ave & Hollywood Way 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 23 5 27 110 4 266 33 1828 65 66 1295 8 Future Volume (veh/h) 23 5 27 110 4 266 33 1828 65 66 1295 8 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 25 5 29 120 4 289 36 1987 71 72 1408 9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 92 399 338 342 379 338 310 2130 76 165 3242 21 Arrive On Green 0.21 0.21 0.21 0.21 0.21 0.21 0.04 0.61 0.61 0.05 0.62 0.62 Sat Flow, veh/h 1086 1870 1583 1373 1777 1583 1781 3500 124 1781 5235 33 Grp Volume(v), veh/h 25 5 29 120 4 289 36 1003 1055 72 916 501 Grp Sat Flow(s),veh/h/ln 1086 1870 1583 1373 1777 1583 1781 1777 1847 1781 1702 1864 Q Serve(g_s), s 3.2 0.3 2.1 10.6 0.2 24.6 1.0 71.0 73.0 2.0 19.6 19.6 Cycle Q Clear(g_c), s 27.8 0.3 2.1 10.9 0.2 24.6 1.0 71.0 73.0 2.0 19.6 19.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.07 1.00 0.02
Lane Grp Cap(c), veh/h 92 399 338 342 379 338 310 1081 1124 165 2108 1154 V/C Ratio(X) 0.27 0.01 0.09 0.35 0.01 0.86 0.12 0.93 0.94 0.44 0.43 0.43 Avail Cap(c_a), veh/h 198 581 492 475 552 492 411 1081 1124 247 2108 1154 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 66.3 43.4 44.1 47.7 43.4 53.0 10.0 24.6 25.0 32.7 13.9 13.9 Incr Delay (d2), s/veh 1.6 0.0 0.1 0.6 0.0 9.7 0.1 14.6 15.6 1.4 0.7 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.1 0.8 3.7 0.1 10.7 0.4 32.8 35.2 1.6 7.7 8.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.9 43.4 44.2 48.3 43.4 62.7 10.1 39.3 40.6 34.1 14.5 15.1 LnGrp LOS E D D D D E B D D C B B
Approach Vol, veh/h 59 413 2094 1489
Approach Delay, s/veh 54.2 58.3 39.5 15.7
Approach LOS D E D B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 10.9 93.2 35.9 12.4 91.7 35.9
Change Period (Y+Rc), s 4.9 6.5 6.0 4.9 6.5 6.0
Max Green Setting (Gmax), s 14.0 65.1 43.5 14.0 65.1 43.5 Max Q Clear Time (g_c+I1), s 3.0 21.6 26.6 4.0 75.0 29.8 Green Ext Time (p_c), s 0.0 13.8 2.1 0.1 0.0 0.1
Intersection Summary
HCM 6th Ctrl Delay 32.9
HCM 6th LOS C
ATTACHMENT 10 -761
HCM 6th Signalized Intersection Summary
2: Thornton Ave & Hollywood Way 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 237 30 131 173 120 158 144 1406 131 52 1159 125 Future Volume (veh/h) 237 30 131 173 120 158 144 1406 131 52 1159 125 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.98 0.97 0.98 0.97 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 255 32 141 186 129 170 155 1512 141 56 1246 134 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 480 256 210 368 270 234 283 2290 1166 167 1938 859 Arrive On Green 0.08 0.14 0.14 0.10 0.15 0.15 0.06 0.64 0.64 0.55 0.55 0.55 Sat Flow, veh/h 3456 1870 1536 1781 1777 1541 1781 3554 1572 302 3554 1575 Grp Volume(v), veh/h 255 32 141 186 129 170 155 1512 141 56 1246 134 Grp Sat Flow(s),veh/h/ln 1728 1870 1536 1781 1777 1541 1781 1777 1572 302 1777 1575 Q Serve(g_s), s 8.7 2.1 12.2 12.5 9.3 14.7 5.0 36.9 3.6 19.7 34.4 5.9 Cycle Q Clear(g_c), s 8.7 2.1 12.2 12.5 9.3 14.7 5.0 36.9 3.6 42.7 34.4 5.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 480 256 210 368 270 234 283 2290 1166 167 1938 859 V/C Ratio(X) 0.53 0.12 0.67 0.51 0.48 0.73 0.55 0.66 0.12 0.34 0.64 0.16 Avail Cap(c_a), veh/h 779 553 454 368 399 346 411 2290 1166 167 1938 859 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.8 53.1 57.4 46.0 54.3 56.6 18.7 15.4 5.2 32.9 22.3 15.8 Incr Delay (d2), s/veh 0.9 0.2 3.7 0.5 1.3 4.3 1.2 1.5 0.2 5.4 1.7 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.8 1.0 5.0 5.6 4.3 6.0 2.1 14.9 1.2 1.7 14.6 2.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 47.7 53.3 61.1 46.4 55.6 60.9 19.9 16.9 5.4 38.3 23.9 16.2 LnGrp LOS D D E D E E B B A D C B
Approach Vol, veh/h 428 485 1808 1436
Approach Delay, s/veh 52.5 53.9 16.3 23.8
Approach LOS D D B C
Timer - Assigned Phs 1 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 13.9 82.9 16.0 27.3 96.7 18.1 25.2 Change Period (Y+Rc), s 4.9 6.5 4.6 6.0 6.5 4.6 6.0
Max Green Setting (Gmax), s 19.0 44.1 23.5 31.4 68.0 13.5 41.4 Max Q Clear Time (g_c+I1), s 7.0 44.7 10.7 16.7 38.9 14.5 14.2 Green Ext Time (p_c), s 0.2 0.0 0.7 1.5 15.4 0.0 0.6
Intersection Summary
HCM 6th Ctrl Delay 27.0
HCM 6th LOS C
ATTACHMENT 10 -762
HCM 6th Signalized Intersection Summary
3: Victory Blvd & Hollywood Way 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 247 865 100 110 1004 163 173 1004 99 205 869 339 Future Volume (veh/h) 247 865 100 110 1004 163 173 1004 99 205 869 339 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 252 883 102 112 1024 166 177 1024 101 209 887 346 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 273 1370 735 256 1190 675 242 1110 577 236 1156 678 Arrive On Green 0.11 0.39 0.39 0.06 0.33 0.33 0.08 0.31 0.31 0.09 0.33 0.33 Sat Flow, veh/h 1781 3554 1571 1781 3554 1569 1781 3554 1561 1781 3554 1562 Grp Volume(v), veh/h 252 883 102 112 1024 166 177 1024 101 209 887 346 Grp Sat Flow(s),veh/h/ln 1781 1777 1571 1781 1777 1569 1781 1777 1561 1781 1777 1562 Q Serve(g_s), s 13.1 28.4 5.2 5.7 37.7 9.5 9.4 39.0 6.1 11.0 31.4 22.6 Cycle Q Clear(g_c), s 13.1 28.4 5.2 5.7 37.7 9.5 9.4 39.0 6.1 11.0 31.4 22.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 273 1370 735 256 1190 675 242 1110 577 236 1156 678 V/C Ratio(X) 0.92 0.64 0.14 0.44 0.86 0.25 0.73 0.92 0.18 0.88 0.77 0.51 Avail Cap(c_a), veh/h 273 1370 735 347 1190 675 250 1152 596 310 1330 754 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.1 35.2 21.3 29.7 43.5 25.5 33.6 46.5 29.8 34.6 42.5 29.0 Incr Delay (d2), s/veh 34.0 2.3 0.4 0.4 8.2 0.9 8.8 11.9 0.1 17.5 2.4 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.2 12.8 2.0 2.5 17.9 3.7 4.7 19.0 2.4 5.9 14.2 8.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 68.1 37.5 21.7 30.1 51.8 26.4 42.4 58.4 30.0 52.0 44.9 29.6 LnGrp LOS E D C C D C D E C D D C
Approach Vol, veh/h 1237 1302 1302 1442
Approach Delay, s/veh 42.4 46.7 54.0 42.2
Approach LOS D D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.5 60.0 16.0 51.5 19.6 52.9 17.8 49.7 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 15.0 39.4 12.0 52.4 15.0 39.4 19.0 45.4 Max Q Clear Time (g_c+I1), s 7.7 30.4 11.4 33.4 15.1 39.7 13.0 41.0 Green Ext Time (p_c), s 0.1 4.2 0.0 7.6 0.0 0.0 0.2 2.8 Intersection Summary
HCM 6th Ctrl Delay 46.3
HCM 6th LOS D
ATTACHMENT 10 -763
HCM 6th Signalized Intersection Summary
4: Burbank Blvd & Hollywood Way 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 193 744 29 162 822 114 115 1077 112 137 770 147 Future Volume (veh/h) 193 744 29 162 822 114 115 1077 112 137 770 147 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 197 759 30 165 839 116 117 1099 114 140 786 150 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 287 1220 48 307 1218 539 232 1154 120 178 1079 206 Arrive On Green 0.09 0.35 0.35 0.08 0.34 0.34 0.06 0.36 0.36 0.06 0.36 0.36 Sat Flow, veh/h 1781 3484 138 1781 3554 1573 1781 3246 336 1781 2971 567 Grp Volume(v), veh/h 197 387 402 165 839 116 117 601 612 140 470 466 Grp Sat Flow(s),veh/h/ln 1781 1777 1844 1781 1777 1573 1781 1777 1805 1781 1777 1761 Q Serve(g_s), s 9.9 25.3 25.3 8.3 28.4 7.3 5.8 46.1 46.3 6.9 32.1 32.1 Cycle Q Clear(g_c), s 9.9 25.3 25.3 8.3 28.4 7.3 5.8 46.1 46.3 6.9 32.1 32.1 Prop In Lane 1.00 0.07 1.00 1.00 1.00 0.19 1.00 0.32
Lane Grp Cap(c), veh/h 287 622 646 307 1218 539 232 632 642 178 646 640 V/C Ratio(X) 0.69 0.62 0.62 0.54 0.69 0.22 0.50 0.95 0.95 0.79 0.73 0.73 Avail Cap(c_a), veh/h 324 622 646 358 1218 539 374 640 650 305 646 640 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.0 37.8 37.8 28.6 39.6 32.6 30.2 43.9 44.0 34.3 38.6 38.6 Incr Delay (d2), s/veh 3.7 4.6 4.5 0.5 3.2 0.9 0.6 24.1 24.2 2.9 4.1 4.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.6 11.9 12.3 3.6 13.0 3.0 2.5 24.4 24.9 3.1 14.7 14.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.8 42.4 42.3 29.2 42.8 33.6 30.8 68.0 68.2 37.2 42.7 42.8 LnGrp LOS C D D C D C C E E D D D
Approach Vol, veh/h 986 1120 1330 1076
Approach Delay, s/veh 40.6 39.8 64.8 42.0
Approach LOS D D E D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 15.6 55.0 12.5 56.9 16.6 54.0 13.6 55.8 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 15.0 34.4 19.0 50.4 15.0 34.4 19.0 50.4 Max Q Clear Time (g_c+I1), s 10.3 27.3 7.8 34.1 11.9 30.4 8.9 48.3 Green Ext Time (p_c), s 0.1 2.8 0.1 5.7 0.1 2.2 0.1 1.5 Intersection Summary
HCM 6th Ctrl Delay 47.9
HCM 6th LOS D
ATTACHMENT 10 -764
HCM 6th Signalized Intersection Summary
5: Magnolia Blvd & Hollywood Way 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 202 670 109 127 788 211 179 1098 141 210 705 307 Future Volume (veh/h) 202 670 109 127 788 211 179 1098 141 210 705 307 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.94 1.00 0.94 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 206 684 111 130 804 215 183 1120 144 214 719 313 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 253 1055 444 259 949 396 327 1418 619 257 1455 635 Arrive On Green 0.10 0.30 0.30 0.07 0.27 0.27 0.08 0.40 0.40 0.09 0.41 0.41 Sat Flow, veh/h 1781 3554 1494 1781 3554 1484 1781 3554 1550 1781 3554 1551 Grp Volume(v), veh/h 206 684 111 130 804 215 183 1120 144 214 719 313 Grp Sat Flow(s),veh/h/ln 1781 1777 1494 1781 1777 1484 1781 1777 1550 1781 1777 1551 Q Serve(g_s), s 11.4 23.5 7.9 7.3 30.0 17.4 8.4 38.7 8.6 9.9 21.0 20.9 Cycle Q Clear(g_c), s 11.4 23.5 7.9 7.3 30.0 17.4 8.4 38.7 8.6 9.9 21.0 20.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 253 1055 444 259 949 396 327 1418 619 257 1455 635 V/C Ratio(X) 0.81 0.65 0.25 0.50 0.85 0.54 0.56 0.79 0.23 0.83 0.49 0.49 Avail Cap(c_a), veh/h 322 1152 484 381 1152 481 397 1418 619 309 1455 635 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.8 42.8 37.4 35.1 48.6 44.0 23.6 36.9 27.9 30.1 30.6 30.6 Incr Delay (d2), s/veh 9.4 1.1 0.3 0.6 5.1 1.2 0.6 4.5 0.9 12.8 1.2 2.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.6 10.5 3.0 3.3 14.0 6.6 3.6 17.6 3.4 5.1 9.3 8.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.1 44.0 37.7 35.7 53.8 45.1 24.2 41.5 28.7 42.9 31.8 33.3 LnGrp LOS D D D D D D C D C D C C
Approach Vol, veh/h 1001 1149 1447 1246
Approach Delay, s/veh 43.5 50.1 38.0 34.1
Approach LOS D D D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 15.1 63.3 18.2 43.4 16.6 61.9 14.0 47.6 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 16.0 38.4 19.0 45.4 16.0 38.4 19.0 45.4 Max Q Clear Time (g_c+I1), s 10.4 23.0 13.4 32.0 11.9 40.7 9.3 25.5 Green Ext Time (p_c), s 0.1 5.5 0.1 5.4 0.1 0.0 0.1 5.1 Intersection Summary
HCM 6th Ctrl Delay 41.0
HCM 6th LOS D
ATTACHMENT 10 -765
HCM 6th Signalized Intersection Summary
6: Hollywood Way & Verdugo Ave 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 249 580 40 114 516 63 106 1109 115 88 590 136 Future Volume (veh/h) 249 580 40 114 516 63 106 1109 115 88 590 136 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.96 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 268 624 43 123 555 68 114 1192 124 95 634 146 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 255 671 563 187 596 499 309 1334 571 163 1318 563 Arrive On Green 0.10 0.36 0.36 0.06 0.32 0.32 0.05 0.38 0.38 0.05 0.37 0.37 Sat Flow, veh/h 1781 1870 1569 1781 1870 1567 1781 3554 1520 1781 3554 1519 Grp Volume(v), veh/h 268 624 43 123 555 68 114 1192 124 95 634 146 Grp Sat Flow(s),veh/h/ln 1781 1870 1569 1781 1870 1567 1781 1777 1520 1781 1777 1519 Q Serve(g_s), s 14.0 45.0 2.5 6.5 40.2 4.3 5.5 44.1 7.8 4.6 19.1 9.4 Cycle Q Clear(g_c), s 14.0 45.0 2.5 6.5 40.2 4.3 5.5 44.1 7.8 4.6 19.1 9.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 255 671 563 187 596 499 309 1334 571 163 1318 563 V/C Ratio(X) 1.05 0.93 0.08 0.66 0.93 0.14 0.37 0.89 0.22 0.58 0.48 0.26 Avail Cap(c_a), veh/h 255 671 563 258 668 560 455 1334 571 318 1318 563 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.9 43.2 29.6 35.5 46.2 34.0 26.4 41.1 29.7 33.4 33.7 30.7 Incr Delay (d2), s/veh 71.0 19.7 0.1 1.5 18.7 0.1 0.3 9.4 0.9 1.2 1.3 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.1 24.3 1.0 2.9 21.7 1.7 2.4 21.0 3.0 2.0 8.6 3.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 107.8 62.9 29.7 37.0 64.9 34.1 26.6 50.5 30.6 34.6 35.0 31.8 LnGrp LOS F E C D E C C D C C C C
Approach Vol, veh/h 935 746 1430 875
Approach Delay, s/veh 74.3 57.5 46.9 34.4
Approach LOS E E D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.5 57.9 19.0 50.6 11.8 58.6 13.4 56.2 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 19.0 35.0 14.0 50.0 19.0 35.0 14.0 50.0 Max Q Clear Time (g_c+I1), s 7.5 21.1 16.0 42.2 6.6 46.1 8.5 47.0 Green Ext Time (p_c), s 0.1 4.1 0.0 2.4 0.1 0.0 0.0 1.3 Intersection Summary
HCM 6th Ctrl Delay 52.6
HCM 6th LOS D
ATTACHMENT 10 -766
HCM 6th Signalized Intersection Summary
7: Riverside Dr & Alameda Ave 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 634 402 14 1077 25 878 10 30 42 19 36 Future Volume (veh/h) 3 634 402 14 1077 25 878 10 30 42 19 36 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.97 1.00 0.97 1.00 1.00 1.00 0.92 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 3 660 419 15 1122 26 951 0 0 44 20 38 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 293 1747 1230 256 1744 40 1067 560 0 54 25 47 Arrive On Green 0.49 0.49 0.49 0.98 0.98 0.98 0.30 0.00 0.00 0.08 0.08 0.08 Sat Flow, veh/h 487 3554 1535 521 3547 82 3563 1870 0 717 326 620 Grp Volume(v), veh/h 3 660 419 15 562 586 951 0 0 102 0 0 Grp Sat Flow(s),veh/h/ln 487 1777 1535 521 1777 1852 1781 1870 0 1663 0 0 Q Serve(g_s), s 0.4 13.9 9.4 0.9 1.7 1.7 30.6 0.0 0.0 7.2 0.0 0.0 Cycle Q Clear(g_c), s 2.1 13.9 9.4 14.8 1.7 1.7 30.6 0.0 0.0 7.2 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.04 1.00 0.00 0.43 0.37
Lane Grp Cap(c), veh/h 293 1747 1230 256 874 911 1067 560 0 125 0 0 V/C Ratio(X) 0.01 0.38 0.34 0.06 0.64 0.64 0.89 0.00 0.00 0.81 0.00 0.00 Avail Cap(c_a), veh/h 293 1747 1230 256 874 911 1366 717 0 166 0 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.52 0.52 0.52 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 16.5 19.0 3.6 2.5 0.5 0.5 40.2 0.0 0.0 54.7 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.6 0.8 0.2 1.9 1.8 6.4 0.0 0.0 20.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 5.8 8.3 0.1 0.7 0.7 14.2 0.0 0.0 3.7 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.5 19.7 4.3 2.7 2.4 2.4 46.5 0.0 0.0 74.7 0.0 0.0 LnGrp LOS B B A A A A D A A E A A
Approach Vol, veh/h 1082 1163 951 102
Approach Delay, s/veh 13.7 2.4 46.5 74.7
Approach LOS B A D E
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 65.0 14.0 65.0 41.0
Change Period (Y+Rc), s 6.0 5.0 6.0 5.0
Max Green Setting (Gmax), s 46.0 12.0 46.0 46.0
Max Q Clear Time (g_c+I1), s 15.9 9.2 16.8 32.6
Green Ext Time (p_c), s 7.1 0.1 9.4 3.3
Intersection Summary
HCM 6th Ctrl Delay 21.1
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

User approved changes to right turn type.

ATTACHMENT 10 -767
HCM 6th Signalized Intersection Summary
8: Pass Ave & Alameda Ave 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 153 522 14 43 728 160 125 388 38 260 420 207 Future Volume (veh/h) 153 522 14 43 728 160 125 388 38 260 420 207 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 0.99 0.98 0.99 0.97 0.99 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 159 544 15 45 758 167 130 404 40 271 438 216 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 207 962 26 296 696 153 401 1246 123 532 976 476 Arrive On Green 0.17 0.54 0.54 0.05 0.24 0.24 0.07 0.38 0.38 0.11 0.43 0.43 Sat Flow, veh/h 1781 3530 97 1781 2880 635 1781 3256 320 1781 2288 1116 Grp Volume(v), veh/h 159 274 285 45 468 457 130 219 225 271 339 315 Grp Sat Flow(s),veh/h/ln 1781 1777 1850 1781 1777 1738 1781 1777 1799 1781 1777 1627 Q Serve(g_s), s 8.0 12.2 12.2 2.2 29.0 29.0 5.2 10.4 10.6 10.6 16.2 16.5 Cycle Q Clear(g_c), s 8.0 12.2 12.2 2.2 29.0 29.0 5.2 10.4 10.6 10.6 16.2 16.5 Prop In Lane 1.00 0.05 1.00 0.37 1.00 0.18 1.00 0.69
Lane Grp Cap(c), veh/h 207 484 504 296 429 420 401 680 688 532 758 694 V/C Ratio(X) 0.77 0.57 0.57 0.15 1.09 1.09 0.32 0.32 0.33 0.51 0.45 0.45 Avail Cap(c_a), veh/h 208 484 504 353 429 420 491 680 688 692 758 694 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.91 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.3 22.6 22.6 31.0 45.5 45.5 20.3 26.1 26.1 18.0 24.4 24.5 Incr Delay (d2), s/veh 13.1 1.4 1.3 0.1 69.5 70.1 0.2 1.3 1.3 0.8 1.9 2.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.8 4.2 4.4 1.0 21.0 20.6 2.2 4.7 4.8 4.4 7.2 6.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.4 24.0 24.0 31.1 115.0 115.6 20.5 27.3 27.4 18.7 26.3 26.6 LnGrp LOS D C C C F F C C C B C C
Approach Vol, veh/h 718 970 574 925
Approach Delay, s/veh 28.3 111.4 25.8 24.2
Approach LOS C F C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.2 38.7 12.9 57.2 14.9 35.0 18.2 51.9 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 10.0 29.0 14.0 45.0 10.0 29.0 24.0 35.0 Max Q Clear Time (g_c+I1), s 4.2 14.2 7.2 18.5 10.0 31.0 12.6 12.6 Green Ext Time (p_c), s 0.0 3.0 0.1 4.5 0.0 0.0 0.6 2.6 Intersection Summary
HCM 6th Ctrl Delay 51.9
HCM 6th LOS D
ATTACHMENT 10 -768
HCM Signalized Intersection Capacity Analysis
9: Olive Ave & Pass Ave 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 503 1397 1454 108 30 420
Future Volume (vph) 503 1397 1454 108 30 420
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 5.0 6.0 6.0 5.0 5.0
Lane Util. Factor 1.00 0.91 0.91 1.00 0.88
Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 0.99 1.00 0.85
Flt Protected 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 5085 5005 1770 2787
Flt Permitted 0.07 1.00 1.00 0.95 1.00
Satd. Flow (perm) 137 5085 5005 1770 2787
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Adj. Flow (vph) 535 1486 1547 115 32 447
RTOR Reduction (vph) 0 0 6 0 0 318
Lane Group Flow (vph) 535 1486 1656 0 32 129
Confl. Peds. (#/hr) 43 43
Turn Type pm+pt NA NA Prot pt+ov
Protected Phases 3 5 2 6 4 4 3
Permitted Phases 2 3
Actuated Green, G (s) 94.0 94.0 49.2 10.0 34.6
Effective Green, g (s) 94.0 94.0 49.2 10.0 34.6
Actuated g/C Ratio 0.78 0.78 0.41 0.08 0.29
Clearance Time (s) 6.0 6.0 5.0
Vehicle Extension (s) 3.0 3.0 2.0
Lane Grp Cap (vph) 648 4237 2052 147 803
v/s Ratio Prot c0.27 0.22 0.33 c0.02 0.05
v/s Ratio Perm c0.37 0.07
v/c Ratio 0.83 0.35 0.81 0.22 0.16
Uniform Delay, d1 30.6 3.9 31.2 51.3 31.9
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 8.1 0.0 3.5 0.3 0.0
Delay (s) 38.7 3.9 34.7 51.6 31.9
Level of Service D A C D C
Approach Delay (s) 13.1 34.7 33.2
Approach LOS B C C
Intersection Summary
HCM 2000 Control Delay 24.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.79
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 21.0 Intersection Capacity Utilization 80.3% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
ATTACHMENT 10 -769
HCM 6th Signalized Intersection Summary
10: Alameda Ave & Hollywood Way 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 223 911 78 35 1010 427 316 710 309 124 434 292 Future Volume (veh/h) 223 911 78 35 1010 427 316 710 309 124 434 292 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.98 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 245 1001 86 38 1110 469 347 780 340 136 477 321 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 223 1502 129 117 1258 384 297 1289 563 256 960 417 Arrive On Green 0.13 0.31 0.31 0.07 0.25 0.25 0.33 0.73 0.73 0.07 0.27 0.27 Sat Flow, veh/h 1781 4784 410 1781 5106 1560 1781 3554 1552 3456 3554 1541 Grp Volume(v), veh/h 245 712 375 38 1110 469 347 780 340 136 477 321 Grp Sat Flow(s),veh/h/ln 1781 1702 1790 1781 1702 1560 1781 1777 1552 1728 1777 1541 Q Serve(g_s), s 15.0 21.8 21.8 2.4 25.1 23.1 20.0 12.9 12.8 4.6 13.6 15.9 Cycle Q Clear(g_c), s 15.0 21.8 21.8 2.4 25.1 23.1 20.0 12.9 12.8 4.6 13.6 15.9 Prop In Lane 1.00 0.23 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 223 1068 562 117 1258 384 297 1289 563 256 960 417 V/C Ratio(X) 1.10 0.67 0.67 0.32 0.88 1.22 1.17 0.61 0.60 0.53 0.50 0.77 Avail Cap(c_a), veh/h 223 1068 562 238 1277 390 297 1289 563 288 960 417 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.61 0.61 0.61 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.5 35.7 35.7 53.5 43.5 27.5 40.0 12.3 12.3 53.5 36.9 19.3 Incr Delay (d2), s/veh 89.7 1.6 3.0 2.2 7.7 120.5 96.2 1.3 2.9 0.6 1.8 12.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 12.2 9.2 10.0 1.2 11.4 21.4 15.3 3.6 3.4 2.0 6.1 7.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 142.2 37.3 38.8 55.7 51.2 148.0 136.2 13.6 15.2 54.2 38.7 32.2 LnGrp LOS F D D E D F F B B D D C
Approach Vol, veh/h 1332 1617 1467 934
Approach Delay, s/veh 57.0 79.4 42.9 38.7
Approach LOS E E D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 25.0 38.4 21.0 35.6 13.9 49.5 12.9 43.7 Change Period (Y+Rc), s 5.0 6.0 6.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 20.0 32.0 15.0 30.0 10.0 42.0 16.0 30.0 Max Q Clear Time (g_c+I1), s 22.0 17.9 17.0 27.1 6.6 14.9 4.4 23.8 Green Ext Time (p_c), s 0.0 3.8 0.0 2.4 0.1 7.6 0.1 3.5 Intersection Summary
HCM 6th Ctrl Delay 56.7
HCM 6th LOS E
ATTACHMENT 10 -770
HCM 6th Signalized Intersection Summary
11: Hollywood Way & Riverside Dr 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 133 306 33 8 520 514 103 772 25 97 265 215 Future Volume (veh/h) 133 306 33 8 520 514 103 772 25 97 265 215 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 0.99 0.98 0.99 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 145 333 36 9 565 559 112 839 27 105 288 234 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 311 1267 136 424 1185 516 354 1180 38 294 1572 694 Arrive On Green 0.08 0.39 0.39 0.02 0.33 0.33 0.67 0.67 0.67 0.11 0.74 0.74 Sat Flow, veh/h 1781 3230 346 1781 3554 1549 875 3512 113 1781 3554 1570 Grp Volume(v), veh/h 145 182 187 9 565 559 112 424 442 105 288 234 Grp Sat Flow(s),veh/h/ln 1781 1777 1800 1781 1777 1549 875 1777 1848 1781 1777 1570 Q Serve(g_s), s 6.0 8.3 8.5 0.4 15.1 40.0 6.8 18.0 18.0 4.4 2.9 6.2 Cycle Q Clear(g_c), s 6.0 8.3 8.5 0.4 15.1 40.0 6.8 18.0 18.0 4.4 2.9 6.2 Prop In Lane 1.00 0.19 1.00 1.00 1.00 0.06 1.00 1.00
Lane Grp Cap(c), veh/h 311 697 706 424 1185 516 354 597 621 294 1572 694 V/C Ratio(X) 0.47 0.26 0.26 0.02 0.48 1.08 0.32 0.71 0.71 0.36 0.18 0.34 Avail Cap(c_a), veh/h 312 697 706 545 1185 516 354 597 621 327 1572 694 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.67 1.67 1.67 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.72 0.72 0.72 0.73 0.73 0.73 Uniform Delay (d), s/veh 22.7 24.7 24.7 24.9 31.7 40.0 14.2 16.0 16.0 22.5 9.1 9.6 Incr Delay (d2), s/veh 0.8 0.2 0.2 0.0 0.3 63.7 1.7 5.1 4.9 0.4 0.2 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 3.6 3.7 0.2 6.5 24.1 1.3 5.4 5.6 1.8 1.1 2.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.6 24.9 24.9 24.9 32.0 103.7 15.9 21.2 21.0 22.9 9.3 10.5 LnGrp LOS C C C C C F B C C C A B
Approach Vol, veh/h 514 1133 978 627
Approach Delay, s/veh 24.5 67.3 20.5 12.0
Approach LOS C E C B
Timer - Assigned Phs 1 2 3 4 5 6 8
Phs Duration (G+Y+Rc), s 14.9 46.0 12.8 46.3 7.9 53.1 59.1 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 5.0 6.0 6.0
Max Green Setting (Gmax), s 10.0 40.0 10.0 38.0 11.0 39.0 53.0 Max Q Clear Time (g_c+I1), s 8.0 42.0 6.4 20.0 2.4 10.5 8.2 Green Ext Time (p_c), s 0.1 0.0 0.1 6.0 0.0 2.3 2.9
Intersection Summary
HCM 6th Ctrl Delay 35.8
HCM 6th LOS D
ATTACHMENT 10 -771
HCM 6th Signalized Intersection Summary
12: Hollywood Way & Olive Ave 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 421 964 27 8 1083 59 45 205 28 29 19 228 Future Volume (veh/h) 421 964 27 8 1083 59 45 205 28 29 19 228 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 0.99 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 448 1026 29 9 1152 63 48 218 30 31 20 243 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 484 3543 100 414 2965 162 100 382 53 141 286 741 Arrive On Green 0.11 0.69 0.69 0.02 0.60 0.60 0.15 0.15 0.15 0.15 0.15 0.15 Sat Flow, veh/h 1781 5103 144 1781 4951 271 393 2495 344 1124 1870 2751 Grp Volume(v), veh/h 448 684 371 9 792 423 154 0 142 31 20 243 Grp Sat Flow(s),veh/h/ln 1781 1702 1843 1781 1702 1817 1599 0 1634 1124 1870 1376 Q Serve(g_s), s 10.9 9.2 9.2 0.2 14.6 14.6 7.1 0.0 9.7 3.2 1.1 8.5 Cycle Q Clear(g_c), s 10.9 9.2 9.2 0.2 14.6 14.6 10.5 0.0 9.7 12.9 1.1 8.5 Prop In Lane 1.00 0.08 1.00 0.15 0.31 0.21 1.00 1.00
Lane Grp Cap(c), veh/h 484 2363 1280 414 2038 1088 284 0 250 141 286 741 V/C Ratio(X) 0.93 0.29 0.29 0.02 0.39 0.39 0.54 0.00 0.57 0.22 0.07 0.33 Avail Cap(c_a), veh/h 576 2363 1280 677 2038 1088 549 0 531 334 608 1215 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.99 0.99 0.99 Uniform Delay (d), s/veh 14.6 7.0 7.0 8.8 12.6 12.6 47.3 0.0 47.2 53.1 43.5 35.3 Incr Delay (d2), s/veh 19.3 0.3 0.6 0.0 0.6 1.0 1.6 0.0 2.0 0.8 0.1 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.5 3.2 3.6 0.1 5.6 6.1 4.4 0.0 4.1 0.9 0.5 2.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.9 7.3 7.6 8.8 13.1 13.6 48.9 0.0 49.2 53.9 43.6 35.5 LnGrp LOS C A A A B B D A D D D D
Approach Vol, veh/h 1503 1224 296 294
Approach Delay, s/veh 15.3 13.3 49.0 38.0
Approach LOS B B D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 18.8 77.9 23.4 7.3 89.3 23.4
Change Period (Y+Rc), s 5.0 6.0 5.0 5.0 6.0 5.0
Max Green Setting (Gmax), s 20.0 45.0 39.0 20.0 45.0 39.0 Max Q Clear Time (g_c+I1), s 12.9 16.6 14.9 2.2 11.2 12.5 Green Ext Time (p_c), s 0.9 9.8 1.2 0.0 8.6 1.8
Intersection Summary
HCM 6th Ctrl Delay 19.6
HCM 6th LOS B
ATTACHMENT 10 -772
HCM 6th Signalized Intersection Summary
13: Riverside Dr & Olive Ave 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 53 953 142 27 860 210 344 705 76 81 299 18 Future Volume (veh/h) 53 953 142 27 860 210 344 705 76 81 299 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 0.99 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 58 1047 156 30 945 231 378 775 84 89 329 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 237 1162 509 194 1082 474 490 1510 164 253 1664 Arrive On Green 0.09 0.33 0.33 0.06 0.30 0.30 0.47 0.47 0.47 0.47 0.47 0.00 Sat Flow, veh/h 1781 3554 1557 1781 3554 1555 1038 3225 349 642 3554 1585 Grp Volume(v), veh/h 58 1047 156 30 945 231 378 427 432 89 329 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1557 1781 1777 1555 1038 1777 1797 642 1777 1585 Q Serve(g_s), s 2.5 33.7 9.0 1.3 30.2 14.6 40.3 20.2 20.2 13.5 6.5 0.0 Cycle Q Clear(g_c), s 2.5 33.7 9.0 1.3 30.2 14.6 46.8 20.2 20.2 33.7 6.5 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.19 1.00 1.00
Lane Grp Cap(c), veh/h 237 1162 509 194 1082 474 490 832 841 253 1664 V/C Ratio(X) 0.24 0.90 0.31 0.15 0.87 0.49 0.77 0.51 0.51 0.35 0.20 Avail Cap(c_a), veh/h 367 1185 519 363 1185 518 490 832 841 253 1664 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 27.4 38.5 30.2 28.7 39.5 34.1 32.4 22.3 22.3 34.1 18.7 0.0 Incr Delay (d2), s/veh 0.4 9.5 0.3 0.3 7.0 0.8 11.2 2.3 2.2 3.8 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 16.0 3.4 0.6 14.1 5.6 11.4 8.9 9.0 2.4 2.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.8 48.1 30.5 29.0 46.5 34.9 43.6 24.6 24.6 38.0 19.0 0.0 LnGrp LOS C D C C D C D C C D B
Approach Vol, veh/h 1261 1206 1237 418 A
Approach Delay, s/veh 45.0 43.8 30.4 23.0
Approach LOS D D C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 12.6 45.2 62.2 15.3 42.5 62.2
Change Period (Y+Rc), s 5.0 6.0 6.0 5.0 6.0 6.0
Max Green Setting (Gmax), s 19.0 40.0 44.0 19.0 40.0 44.0 Max Q Clear Time (g_c+I1), s 3.3 35.7 35.7 4.5 32.2 48.8 Green Ext Time (p_c), s 0.0 2.8 1.8 0.1 4.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 38.0
HCM 6th LOS D
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

ATTACHMENT 10 -773
HCM Signalized Intersection Capacity Analysis
14: Alameda Ave & Ontario St & Olive Ave 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL2 EBL EBT EBR WBL WBT WBR WBR2 NBT NBR SBT SBR Lane Configurations
Traffic Volume (vph) 11 319 358 14 260 731 27 7 925 261 569 296 Future Volume (vph) 11 319 358 14 260 731 27 7 925 261 569 296 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 7.5 8.0 7.5 8.0 6.5 7.5 6.5 3.0
Lane Util. Factor 0.97 0.95 0.97 0.95 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.91 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.99 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (prot) 3433 3515 3433 3509 3539 1547 3539 1438 Flt Permitted 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (perm) 3433 3515 3433 3509 3539 1547 3539 1438 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 11 332 373 15 271 761 28 7 964 272 593 308 RTOR Reduction (vph) 0 0 2 0 0 1 0 0 0 0 0 0
Lane Group Flow (vph) 0 343 386 0 271 795 0 0 964 272 593 321 Confl. Peds. (#/hr) 4 19 12 12 15 10 18 10
Turn Type Prot Prot NA Prot NA NA custom NA custom
Protected Phases 1 1 6 5 2 8 4
Permitted Phases 5 7 8 3 4
Actuated Green, G (s) 17.9 38.1 15.2 35.4 41.6 69.8 41.0 48.1 Effective Green, g (s) 17.9 38.1 15.2 35.4 41.6 60.3 41.0 48.1 Actuated g/C Ratio 0.15 0.31 0.12 0.29 0.34 0.49 0.33 0.39 Clearance Time (s) 7.5 8.0 7.5 8.0 6.5 6.5
Vehicle Extension (s) 2.5 4.0 2.5 4.0 3.0 3.0
Lane Grp Cap (vph) 497 1085 422 1006 1193 755 1175 560
v/s Ratio Prot c0.10 c0.11 0.08 c0.23 c0.27 0.17
v/s Ratio Perm 0.18 c0.22
v/c Ratio 0.69 0.36 0.64 0.79 0.81 0.36 0.50 0.57
Uniform Delay, d1 50.1 33.1 51.5 40.6 37.3 19.6 33.1 29.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.8 0.3 2.9 4.5 4.1 0.2 0.3 1.4
Delay (s) 53.9 33.4 54.5 45.1 41.4 19.8 33.4 31.0
Level of Service D C D D D B C C
Approach Delay (s) 43.0 47.5 36.6 32.6
Approach LOS D D D C
Intersection Summary
HCM 2000 Control Delay 39.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.78
Actuated Cycle Length (s) 123.4 Sum of lost time (s) 25.0 Intersection Capacity Utilization 85.7% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
ATTACHMENT 10 -774
HCM Signalized Intersection Capacity Analysis
14: Alameda Ave & Ontario St & Olive Ave 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement SBR2 SER2
Lane Configurations
Traffic Volume (vph) 12 56
Future Volume (vph) 12 56
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 7.5
Lane Util. Factor 1.00
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.86
Flt Protected 1.00
Satd. Flow (prot) 1611
Flt Permitted 1.00
Satd. Flow (perm) 1611
Peak-hour factor, PHF 0.96 0.96
Adj. Flow (vph) 12 58
RTOR Reduction (vph) 0 0
Lane Group Flow (vph) 0 58
Confl. Peds. (#/hr) 15 10
Turn Type Over
Protected Phases 1
Permitted Phases
Actuated Green, G (s) 17.9
Effective Green, g (s) 17.9
Actuated g/C Ratio 0.15
Clearance Time (s) 7.5
Vehicle Extension (s) 2.5
Lane Grp Cap (vph) 233
v/s Ratio Prot 0.04
v/s Ratio Perm
v/c Ratio 0.25
Uniform Delay, d1 46.8
Progression Factor 1.00
Incremental Delay, d2 0.4
Delay (s) 47.2
Level of Service D
Approach Delay (s)
Approach LOS
Intersection Summary
ATTACHMENT 10 -775
HCM 6th Signalized Intersection Summary
15: Buena Vista St & Glenoaks Blvd 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 29 902 140 115 887 24 245 193 103 22 107 12 Future Volume (veh/h) 29 902 140 115 887 24 245 193 103 22 107 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 0.99 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 30 920 143 117 905 24 250 197 105 22 109 12 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 348 1443 224 321 2076 55 397 314 167 66 183 19 Arrive On Green 0.47 0.47 0.47 0.06 0.59 0.59 0.09 0.27 0.27 0.13 0.13 0.13 Sat Flow, veh/h 602 3079 479 1781 3536 94 1781 1146 611 157 1422 145 Grp Volume(v), veh/h 30 531 532 117 455 474 250 0 302 143 0 0 Grp Sat Flow(s),veh/h/ln 602 1777 1781 1781 1777 1853 1781 0 1756 1724 0 0 Q Serve(g_s), s 2.6 20.4 20.4 2.8 12.8 12.8 8.5 0.0 13.6 2.5 0.0 0.0 Cycle Q Clear(g_c), s 4.7 20.4 20.4 2.8 12.8 12.8 8.5 0.0 13.6 6.9 0.0 0.0 Prop In Lane 1.00 0.27 1.00 0.05 1.00 0.35 0.15 0.08
Lane Grp Cap(c), veh/h 348 832 835 321 1043 1088 397 0 481 268 0 0 V/C Ratio(X) 0.09 0.64 0.64 0.36 0.44 0.44 0.63 0.00 0.63 0.53 0.00 0.00 Avail Cap(c_a), veh/h 348 832 835 387 1043 1088 397 0 751 522 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 14.6 18.1 18.1 13.2 10.3 10.3 30.2 0.0 28.6 37.1 0.0 0.0 Incr Delay (d2), s/veh 0.5 3.7 3.7 0.5 1.3 1.3 2.8 0.0 1.4 1.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 8.7 8.8 1.1 4.9 5.1 5.0 0.0 5.8 3.1 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.1 21.8 21.8 13.7 11.6 11.6 33.0 0.0 30.0 38.8 0.0 0.0 LnGrp LOS B C C B B B C A C D A A
Approach Vol, veh/h 1093 1046 552 143
Approach Delay, s/veh 21.7 11.8 31.4 38.8
Approach LOS C B C D
Timer - Assigned Phs 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s 59.3 30.7 10.7 48.7 13.1 17.6
Change Period (Y+Rc), s 6.5 6.0 5.0 6.5 4.6 6.0
Max Green Setting (Gmax), s 39.0 38.5 9.0 25.0 8.5 25.4 Max Q Clear Time (g_c+I1), s 14.8 15.6 4.8 22.4 10.5 8.9 Green Ext Time (p_c), s 7.8 1.9 0.1 1.8 0.0 0.6
Intersection Summary
HCM 6th Ctrl Delay 20.8
HCM 6th LOS C
ATTACHMENT 10 -776
HCM 6th Signalized Intersection Summary
16: San Fernando Blvd & Buena Vista St 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 173 323 66 54 340 538 68 1168 28 209 799 122 Future Volume (veh/h) 173 323 66 54 340 538 68 1168 28 209 799 122 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 184 344 70 57 362 572 72 1243 30 222 850 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 293 867 174 297 852 377 90 1430 34 248 1756
Arrive On Green 0.09 0.29 0.29 0.03 0.24 0.24 0.05 0.40 0.40 0.14 0.49 0.00 Sat Flow, veh/h 1781 2944 592 1781 3554 1571 1781 3546 86 1781 3554 1585 Grp Volume(v), veh/h 184 206 208 57 362 572 72 623 650 222 850 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1759 1781 1777 1571 1781 1777 1854 1781 1777 1585 Q Serve(g_s), s 12.7 15.4 15.8 4.0 14.4 40.0 6.7 53.7 53.8 20.5 26.5 0.0 Cycle Q Clear(g_c), s 12.7 15.4 15.8 4.0 14.4 40.0 6.7 53.7 53.8 20.5 26.5 0.0 Prop In Lane 1.00 0.34 1.00 1.00 1.00 0.05 1.00 1.00
Lane Grp Cap(c), veh/h 293 524 518 297 852 377 90 716 748 248 1756 V/C Ratio(X) 0.63 0.39 0.40 0.19 0.43 1.52 0.80 0.87 0.87 0.90 0.48 Avail Cap(c_a), veh/h 348 524 518 450 852 377 271 799 833 427 1916 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 41.7 47.0 47.1 45.7 53.7 63.4 78.4 45.7 45.8 70.7 28.1 0.0 Incr Delay (d2), s/veh 1.4 0.7 0.7 0.1 0.5 246.8 6.0 9.9 9.6 14.1 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.8 7.0 7.1 1.8 6.6 41.8 3.2 25.7 26.8 10.4 11.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.0 47.6 47.8 45.8 54.2 310.2 84.4 55.7 55.4 84.7 28.5 0.0 LnGrp LOS D D D D D F F E E F C
Approach Vol, veh/h 598 991 1345 1072 A
Approach Delay, s/veh 46.3 201.5 57.1 40.2
Approach LOS D F E D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.2 55.2 13.0 88.5 19.4 46.0 28.2 73.3 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 5.0 6.0 Max Green Setting (Gmax), s 20.0 40.0 25.4 90.0 20.0 40.0 40.0 75.0 Max Q Clear Time (g_c+I1), s 6.0 17.8 8.7 28.5 14.7 42.0 22.5 55.8 Green Ext Time (p_c), s 0.0 3.5 0.1 15.8 0.1 0.0 0.7 11.5 Intersection Summary
HCM 6th Ctrl Delay 86.7
HCM 6th LOS F
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

ATTACHMENT 10 -777
HCM 6th Signalized Intersection Summary
17: Buena Vista St & Empire Ave 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 145 191 213 422 305 158 203 903 473 111 604 97 Future Volume (veh/h) 145 191 213 422 305 158 203 903 473 111 604 97 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.98 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 151 199 222 440 318 165 211 941 493 116 629 101 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 218 611 265 469 501 254 413 1708 758 164 1380 221 Arrive On Green 0.09 0.17 0.17 0.14 0.22 0.22 0.08 0.48 0.48 0.05 0.45 0.45 Sat Flow, veh/h 1781 3554 1541 3456 2265 1146 1781 3554 1576 3456 3064 491 Grp Volume(v), veh/h 151 199 222 440 248 235 211 941 493 116 364 366 Grp Sat Flow(s),veh/h/ln 1781 1777 1541 1728 1777 1634 1781 1777 1576 1728 1777 1778 Q Serve(g_s), s 11.0 6.9 15.8 17.7 17.7 18.3 8.7 26.2 19.0 4.6 19.8 19.9 Cycle Q Clear(g_c), s 11.0 6.9 15.8 17.7 17.7 18.3 8.7 26.2 19.0 4.6 19.8 19.9 Prop In Lane 1.00 1.00 1.00 0.70 1.00 1.00 1.00 0.28
Lane Grp Cap(c), veh/h 218 611 265 469 393 362 413 1708 758 164 800 801 V/C Ratio(X) 0.69 0.33 0.84 0.94 0.63 0.65 0.51 0.55 0.65 0.71 0.46 0.46 Avail Cap(c_a), veh/h 255 863 374 469 470 432 466 1708 758 296 800 801 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.85 0.85 0.85 1.00 1.00 1.00 Uniform Delay (d), s/veh 55.4 50.9 36.9 59.9 49.3 49.6 19.3 25.7 9.0 65.7 26.6 26.6 Incr Delay (d2), s/veh 5.7 0.3 11.1 26.7 2.0 2.6 0.6 1.1 3.7 4.1 1.9 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.3 3.1 6.8 9.5 8.1 7.8 3.7 11.3 7.0 2.1 8.9 8.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 61.1 51.2 48.0 86.6 51.3 52.2 19.9 26.8 12.7 69.8 28.5 28.5 LnGrp LOS E D D F D D B C B E C C
Approach Vol, veh/h 572 923 1645 846
Approach Delay, s/veh 52.6 68.3 21.7 34.1
Approach LOS D E C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 25.0 30.1 15.9 69.1 18.1 37.0 11.7 73.3 Change Period (Y+Rc), s 6.0 * 6 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 19.0 * 34 15.0 50.0 16.0 37.0 12.0 53.0 Max Q Clear Time (g_c+I1), s 19.7 17.8 10.7 21.9 13.0 20.3 6.6 28.2 Green Ext Time (p_c), s 0.0 1.8 0.2 5.1 0.1 2.7 0.1 11.7 Intersection Summary
HCM 6th Ctrl Delay 39.6
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ATTACHMENT 10 -778
HCM Signalized Intersection Capacity Analysis
18: Vanowen St/Driveway & Buena Vista St 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 439 0 383 0 0 0 258 1120 0 0 1028 320 Future Volume (vph) 439 0 383 0 0 0 258 1120 0 0 1028 320 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.7 5.7 5.7 6.0 6.0 6.0 6.0
Lane Util. Factor 0.95 0.95 1.00 1.00 0.95 0.95 1.00
Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85
Flt Protected 0.95 0.95 1.00 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1681 1681 1538 1770 3539 3539 1560
Flt Permitted 0.95 0.95 1.00 0.95 1.00 1.00 1.00
Satd. Flow (perm) 1681 1681 1538 1770 3539 3539 1560
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 477 0 416 0 0 0 280 1217 0 0 1117 348
RTOR Reduction (vph) 0 0 329 0 0 0 0 0 0 0 0 0
Lane Group Flow (vph) 238 239 87 0 0 0 280 1217 0 0 1117 348 Confl. Peds. (#/hr) 7 7 7 7 1 1
Turn Type Split NA Perm Prot NA NA Perm
Protected Phases 4 4 3 5 2 6
Permitted Phases 4 3 6
Actuated Green, G (s) 30.2 30.2 30.2 33.2 102.6 63.4 63.4 Effective Green, g (s) 30.2 30.2 30.2 33.2 102.6 63.4 63.4 Actuated g/C Ratio 0.21 0.21 0.21 0.23 0.71 0.44 0.44
Clearance Time (s) 5.7 5.7 5.7 6.0 6.0 6.0 6.0
Vehicle Extension (s) 3.5 3.5 3.5 2.0 4.0 4.0 4.0
Lane Grp Cap (vph) 351 351 321 406 2512 1552 684
v/s Ratio Prot 0.14 c0.14 c0.16 0.34 c0.32
v/s Ratio Perm 0.06 0.22
v/c Ratio 0.68 0.68 0.27 0.69 0.48 0.72 0.51
Uniform Delay, d1 52.7 52.7 47.9 50.9 9.3 33.3 29.3
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 5.3 5.6 0.5 3.9 0.7 2.9 2.7
Delay (s) 58.0 58.3 48.5 54.8 9.9 36.2 32.0
Level of Service E E D D A D C
Approach Delay (s) 53.6 0.0 18.3 35.2
Approach LOS D A B D
Intersection Summary
HCM 2000 Control Delay 32.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.73
Actuated Cycle Length (s) 144.5 Sum of lost time (s) 22.3 Intersection Capacity Utilization 76.3% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
ATTACHMENT 10 -779
HCM 6th Signalized Intersection Summary
19: Victory Blvd & Buena Vista St 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 216 827 173 133 138 228 295 926 76 346 919 116 Future Volume (veh/h) 216 827 173 133 138 228 295 926 76 346 919 116 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.97 1.00 0.97 1.00 0.97 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 225 861 180 139 144 238 307 965 79 360 957 121 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 434 914 396 195 788 340 361 1310 566 387 1395 604 Arrive On Green 0.11 0.26 0.26 0.07 0.22 0.22 0.12 0.37 0.37 0.15 0.39 0.39 Sat Flow, veh/h 1781 3554 1541 1781 3554 1534 1781 3554 1535 1781 3554 1538 Grp Volume(v), veh/h 225 861 180 139 144 238 307 965 79 360 957 121 Grp Sat Flow(s),veh/h/ln 1781 1777 1541 1781 1777 1534 1781 1777 1535 1781 1777 1538 Q Serve(g_s), s 13.2 33.3 13.8 8.3 4.6 20.0 14.8 32.9 4.8 18.0 31.3 7.3 Cycle Q Clear(g_c), s 13.2 33.3 13.8 8.3 4.6 20.0 14.8 32.9 4.8 18.0 31.3 7.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 434 914 396 195 788 340 361 1310 566 387 1395 604 V/C Ratio(X) 0.52 0.94 0.45 0.71 0.18 0.70 0.85 0.74 0.14 0.93 0.69 0.20 Avail Cap(c_a), veh/h 480 924 401 304 924 399 572 1310 566 556 1395 604 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.5 51.0 43.7 40.9 44.2 50.2 27.9 38.3 29.4 30.6 35.3 28.0 Incr Delay (d2), s/veh 0.7 17.3 0.8 3.6 0.1 4.4 5.8 3.7 0.5 16.4 2.8 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.9 17.0 5.4 3.9 2.1 8.1 6.8 15.0 1.9 9.4 14.1 2.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.2 68.3 44.6 44.5 44.3 54.6 33.6 42.0 29.9 47.0 38.1 28.8 LnGrp LOS D E D D D D C D C D D C
Approach Vol, veh/h 1266 521 1351 1438
Approach Delay, s/veh 59.0 49.1 39.4 39.5
Approach LOS E D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 15.0 42.0 22.0 61.0 20.0 37.0 25.3 57.6 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 19.0 36.4 34.0 29.4 19.0 36.4 34.0 29.4 Max Q Clear Time (g_c+I1), s 10.3 35.3 16.8 33.3 15.2 22.0 20.0 34.9 Green Ext Time (p_c), s 0.2 0.7 0.6 0.0 0.2 1.5 0.7 0.0 Intersection Summary
HCM 6th Ctrl Delay 46.0
HCM 6th LOS D
ATTACHMENT 10 -780
HCM 6th Signalized Intersection Summary
20: Burbank Blvd & Buena Vista St 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 159 625 204 157 595 133 223 1053 130 154 960 225 Future Volume (veh/h) 159 625 204 157 595 133 223 1053 130 154 960 225 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 166 651 212 164 620 139 232 1097 135 160 1000 234 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 238 757 335 228 754 334 317 1718 762 279 1639 727 Arrive On Green 0.09 0.21 0.21 0.09 0.21 0.21 0.09 0.48 0.48 0.06 0.46 0.46 Sat Flow, veh/h 1781 3554 1574 1781 3554 1574 1781 3554 1576 1781 3554 1576 Grp Volume(v), veh/h 166 651 212 164 620 139 232 1097 135 160 1000 234 Grp Sat Flow(s),veh/h/ln 1781 1777 1574 1781 1777 1574 1781 1777 1576 1781 1777 1576 Q Serve(g_s), s 10.1 24.7 17.1 10.0 23.3 10.7 9.5 32.3 6.8 6.6 29.5 13.2 Cycle Q Clear(g_c), s 10.1 24.7 17.1 10.0 23.3 10.7 9.5 32.3 6.8 6.6 29.5 13.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 238 757 335 228 754 334 317 1718 762 279 1639 727 V/C Ratio(X) 0.70 0.86 0.63 0.72 0.82 0.42 0.73 0.64 0.18 0.57 0.61 0.32 Avail Cap(c_a), veh/h 275 873 387 266 873 387 635 1718 762 636 1639 727 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.5 53.1 50.1 40.8 52.6 47.6 22.9 27.0 20.4 22.1 28.3 23.9 Incr Delay (d2), s/veh 5.6 7.8 2.6 6.9 5.6 0.8 2.4 1.8 0.5 1.4 1.7 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.8 11.9 7.0 4.8 11.0 4.3 4.1 14.1 2.6 2.8 13.0 5.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.0 60.9 52.7 47.6 58.2 48.5 25.4 28.9 20.9 23.5 30.0 25.0 LnGrp LOS D E D D E D C C C C C C
Approach Vol, veh/h 1029 923 1464 1394
Approach Delay, s/veh 56.8 54.9 27.6 28.4
Approach LOS E D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 16.6 35.8 17.0 70.6 16.8 35.7 13.9 73.7 Change Period (Y+Rc), s 4.6 6.0 5.0 6.0 4.6 6.0 5.0 6.0 Max Green Setting (Gmax), s 15.0 34.4 37.0 32.0 15.0 34.4 37.0 32.0 Max Q Clear Time (g_c+I1), s 12.0 26.7 11.5 31.5 12.1 25.3 8.6 34.3 Green Ext Time (p_c), s 0.1 3.1 0.5 0.3 0.1 3.2 0.3 0.0 Intersection Summary
HCM 6th Ctrl Delay 39.3
HCM 6th LOS D
ATTACHMENT 10 -781
HCM 6th Signalized Intersection Summary
21: Magnolia Blvd & Buena Vista St 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 192 832 101 117 858 237 163 1016 205 288 707 141 Future Volume (veh/h) 192 832 101 117 858 237 163 1016 205 288 707 141 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 198 858 104 121 885 244 168 1047 211 297 729 145 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 222 983 433 194 873 384 362 1356 593 325 1532 672 Arrive On Green 0.10 0.28 0.28 0.06 0.25 0.25 0.07 0.38 0.38 0.12 0.43 0.43 Sat Flow, veh/h 1781 3554 1564 1781 3554 1562 1781 3554 1555 1781 3554 1559 Grp Volume(v), veh/h 198 858 104 121 885 244 168 1047 211 297 729 145 Grp Sat Flow(s),veh/h/ln 1781 1777 1564 1781 1777 1562 1781 1777 1555 1781 1777 1559 Q Serve(g_s), s 11.3 32.2 7.2 7.0 34.4 19.6 7.9 36.2 13.6 14.6 20.6 8.2 Cycle Q Clear(g_c), s 11.3 32.2 7.2 7.0 34.4 19.6 7.9 36.2 13.6 14.6 20.6 8.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 222 983 433 194 873 384 362 1356 593 325 1532 672 V/C Ratio(X) 0.89 0.87 0.24 0.62 1.01 0.64 0.46 0.77 0.36 0.91 0.48 0.22 Avail Cap(c_a), veh/h 242 983 433 269 873 384 702 1356 593 577 1532 672 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.6 48.3 39.2 39.2 52.8 47.2 23.9 38.0 31.0 32.1 28.5 25.0 Incr Delay (d2), s/veh 29.3 8.7 0.3 2.4 33.9 3.4 0.7 4.3 1.7 9.0 1.1 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.8 15.5 2.8 3.2 19.4 8.0 3.5 16.5 5.4 7.0 9.0 3.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 66.8 57.0 39.5 41.7 86.7 50.6 24.6 42.3 32.6 41.0 29.6 25.7 LnGrp LOS E E D D F D C D C D C C
Approach Vol, veh/h 1160 1250 1426 1171
Approach Delay, s/veh 57.1 75.3 38.8 32.0
Approach LOS E E D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.7 44.7 15.3 66.4 18.0 40.4 22.2 59.4 Change Period (Y+Rc), s 4.6 6.0 5.0 6.0 4.6 6.0 5.0 6.0 Max Green Setting (Gmax), s 15.0 34.4 37.0 32.0 15.0 34.4 37.0 32.0 Max Q Clear Time (g_c+I1), s 9.0 34.2 9.9 22.6 13.3 36.4 16.6 38.2 Green Ext Time (p_c), s 0.1 0.1 0.3 3.8 0.1 0.0 0.6 0.0 Intersection Summary
HCM 6th Ctrl Delay 50.5
HCM 6th LOS D
ATTACHMENT 10 -782
HCM 6th Signalized Intersection Summary
22: Olive Ave & Buena Vista St 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 366 1025 104 134 663 62 109 864 169 103 428 201 Future Volume (veh/h) 366 1025 104 134 663 62 109 864 169 103 428 201 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 389 1090 111 143 705 66 116 919 180 110 455 214 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 409 1143 116 197 775 73 356 1303 572 219 1295 568 Arrive On Green 0.19 0.35 0.35 0.08 0.24 0.24 0.05 0.37 0.37 0.05 0.36 0.36 Sat Flow, veh/h 1781 3251 331 1781 3278 307 1781 3554 1559 1781 3554 1559 Grp Volume(v), veh/h 389 595 606 143 382 389 116 919 180 110 455 214 Grp Sat Flow(s),veh/h/ln 1781 1777 1805 1781 1777 1808 1781 1777 1559 1781 1777 1559 Q Serve(g_s), s 24.6 45.7 45.8 8.4 29.3 29.3 5.7 30.9 11.6 5.4 13.1 14.2 Cycle Q Clear(g_c), s 24.6 45.7 45.8 8.4 29.3 29.3 5.7 30.9 11.6 5.4 13.1 14.2 Prop In Lane 1.00 0.18 1.00 0.17 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 409 625 635 197 420 428 356 1303 572 219 1295 568 V/C Ratio(X) 0.95 0.95 0.95 0.73 0.91 0.91 0.33 0.71 0.31 0.50 0.35 0.38 Avail Cap(c_a), veh/h 414 625 635 304 449 457 374 1303 572 241 1295 568 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.4 44.2 44.3 39.8 52.0 52.0 26.0 37.9 31.7 29.7 32.4 32.8 Incr Delay (d2), s/veh 31.4 24.8 24.9 3.8 21.4 21.4 0.4 3.2 1.4 1.3 0.8 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 14.3 24.3 24.8 3.9 15.5 15.8 2.5 14.1 4.7 2.4 5.8 5.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 70.8 69.0 69.2 43.6 73.4 73.3 26.4 41.1 33.2 31.0 33.2 34.7 LnGrp LOS E E E D E E C D C C C C
Approach Vol, veh/h 1590 914 1215 779
Approach Delay, s/veh 69.5 68.7 38.5 33.3
Approach LOS E E D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 15.1 55.2 12.6 57.0 31.2 39.1 12.3 57.3 Change Period (Y+Rc), s 4.6 6.0 5.0 6.0 4.6 6.0 5.0 6.0 Max Green Setting (Gmax), s 19.0 43.4 9.0 47.0 27.0 35.4 9.0 47.0 Max Q Clear Time (g_c+I1), s 10.4 47.8 7.7 16.2 26.6 31.3 7.4 32.9 Green Ext Time (p_c), s 0.2 0.0 0.0 4.1 0.1 1.8 0.0 6.1 Intersection Summary
HCM 6th Ctrl Delay 54.7
HCM 6th LOS D
ATTACHMENT 10 -783
HCM 6th Signalized Intersection Summary
23: Alameda Ave & Buena Vista St 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 233 1022 138 240 564 223 111 718 139 279 332 64 Future Volume (veh/h) 233 1022 138 240 564 223 111 718 139 279 332 64 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 0.98 0.96 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 248 1087 147 255 600 237 118 764 148 297 353 68 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 297 1135 498 304 1168 513 441 1069 459 345 1309 566 Arrive On Green 0.09 0.32 0.32 0.09 0.33 0.33 0.06 0.30 0.30 0.13 0.37 0.37 Sat Flow, veh/h 3456 3554 1560 3456 3554 1560 1781 3554 1525 1781 3554 1536 Grp Volume(v), veh/h 248 1087 147 255 600 237 118 764 148 297 353 68 Grp Sat Flow(s),veh/h/ln 1728 1777 1560 1728 1777 1560 1781 1777 1525 1781 1777 1536 Q Serve(g_s), s 9.9 42.0 7.9 10.2 19.1 16.8 6.3 26.8 7.9 15.6 9.8 4.1 Cycle Q Clear(g_c), s 9.9 42.0 7.9 10.2 19.1 16.8 6.3 26.8 7.9 15.6 9.8 4.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 297 1135 498 304 1168 513 441 1069 459 345 1309 566 V/C Ratio(X) 0.83 0.96 0.29 0.84 0.51 0.46 0.27 0.71 0.32 0.86 0.27 0.12 Avail Cap(c_a), veh/h 346 1142 501 346 1168 513 588 1069 459 386 1309 566 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 63.0 46.7 22.7 62.9 38.0 37.2 30.6 43.6 21.4 31.3 31.0 29.2 Incr Delay (d2), s/veh 13.6 17.3 0.3 14.5 0.4 0.7 0.2 4.1 1.9 15.7 0.5 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.9 21.2 3.0 5.1 8.5 6.6 2.8 12.4 3.1 8.2 4.3 1.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 76.6 64.0 23.0 77.4 38.4 37.9 30.9 47.7 23.3 47.0 31.5 29.7 LnGrp LOS E E C E D D C D C D C C
Approach Vol, veh/h 1482 1092 1030 718
Approach Delay, s/veh 62.0 47.4 42.2 37.8
Approach LOS E D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 18.3 50.7 13.4 57.6 17.0 52.0 22.8 48.1 Change Period (Y+Rc), s 6.0 * 6 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 14.0 * 45 20.0 39.0 14.0 45.0 21.0 38.0 Max Q Clear Time (g_c+I1), s 12.2 44.0 8.3 11.8 11.9 21.1 17.6 28.8 Green Ext Time (p_c), s 0.1 0.7 0.2 2.6 0.1 5.2 0.2 3.9 Intersection Summary
HCM 6th Ctrl Delay 49.6
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ATTACHMENT 10 -784
HCM Signalized Intersection Capacity Analysis
24: Riverside Dr & SR 134 Ramps/Buena Vista St & SR 134 WB On Ramp 10/27/2021 Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement WBL2 WBL WBT WBR NBL NBT NBR SBL SBT SBR SBR2 NEL Lane Configurations
Traffic Volume (vph) 70 292 330 238 128 691 74 115 196 40 351 109 Future Volume (vph) 70 292 330 238 128 691 74 115 196 40 351 109 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.6 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 4.6 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 0.95 1.00 0.91 0.91 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 1.00 0.99 0.98 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.85 1.00 0.99 1.00 0.92 0.85 1.00
Flt Protected 0.95 0.95 0.99 1.00 0.95 1.00 0.95 1.00 1.00 0.95 Satd. Flow (prot) 1770 1681 1746 1554 1770 3483 1770 3103 1417 1770 Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 Satd. Flow (perm) 1770 1770 1770 1554 1770 3483 1770 3103 1417 1770 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 73 304 344 248 133 720 77 120 204 42 366 114 RTOR Reduction (vph) 0 0 0 54 0 4 0 0 0 0 0 0
Lane Group Flow (vph) 73 176 472 194 133 793 0 120 418 0 194 114 Confl. Peds. (#/hr) 3 3 3 1 1 3 3
Turn Type Prot Perm NA Perm Split NA Split NA Perm Prot Protected Phases 1 6 8 8 7 7 5
Permitted Phases 6 6 7
Actuated Green, G (s) 12.7 50.6 50.6 50.6 45.0 45.0 31.0 31.0 31.0 16.0 Effective Green, g (s) 12.7 50.6 50.6 50.6 45.0 45.0 31.0 31.0 31.0 16.0 Actuated g/C Ratio 0.08 0.30 0.30 0.30 0.27 0.27 0.19 0.19 0.19 0.10 Clearance Time (s) 4.6 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 4.6 Vehicle Extension (s) 2.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 2.5 Lane Grp Cap (vph) 134 537 537 471 477 940 329 577 263 169 v/s Ratio Prot 0.04 0.08 c0.23 0.07 0.13 c0.06
v/s Ratio Perm 0.10 0.27 0.12 c0.14
v/c Ratio 0.54 0.33 0.88 0.41 0.28 0.84 0.36 0.72 0.74 0.67 Uniform Delay, d1 74.2 44.9 55.1 46.2 48.0 57.5 59.3 63.8 64.0 72.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.5 0.4 15.4 0.7 0.4 7.2 0.8 4.6 10.6 9.3 Delay (s) 77.8 45.3 70.5 46.9 48.4 64.7 60.1 68.5 74.6 82.1 Level of Service E D E D D E E E E F
Approach Delay (s) 60.5 62.4 68.7 99.3
Approach LOS E E E F
Intersection Summary
HCM 2000 Control Delay 73.8 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.89
Actuated Cycle Length (s) 166.7 Sum of lost time (s) 24.1 Intersection Capacity Utilization 101.0% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
ATTACHMENT 10 -785
HCM Signalized Intersection Capacity Analysis
24: Riverside Dr & SR 134 Ramps/Buena Vista St & SR 134 WB On Ramp 10/27/2021 Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement NER
Lane Configurations
Traffic Volume (vph) 911
Future Volume (vph) 911
Ideal Flow (vphpl) 1900
Total Lost time (s) 6.5
Lane Util. Factor 0.88
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot) 2787
Flt Permitted 1.00
Satd. Flow (perm) 2787
Peak-hour factor, PHF 0.96
Adj. Flow (vph) 949
RTOR Reduction (vph) 0
Lane Group Flow (vph) 949
Confl. Peds. (#/hr) 1
Turn Type Prot
Protected Phases 2
Permitted Phases
Actuated Green, G (s) 53.9
Effective Green, g (s) 53.9
Actuated g/C Ratio 0.32
Clearance Time (s) 6.5
Vehicle Extension (s) 3.5
Lane Grp Cap (vph) 901
v/s Ratio Prot c0.34
v/s Ratio Perm
v/c Ratio 1.05
Uniform Delay, d1 56.4
Progression Factor 1.00
Incremental Delay, d2 45.0
Delay (s) 101.4
Level of Service F
Approach Delay (s)
Approach LOS
Intersection Summary
ATTACHMENT 10 -786
HCM Signalized Intersection Capacity Analysis
25: Burbank Blvd & Victory Blvd 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 148 1263 256 262 1553 601 474 529 238 765 507 152 Future Volume (vph) 148 1263 256 262 1553 601 474 529 238 765 507 152 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 6.0 6.0 5.0 6.0 6.0 6.0 6.0 5.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 1.00 0.86 0.86 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.99 1.00 1.00 0.99 1.00 1.00 0.96 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.99 1.00 Satd. Flow (prot) 3433 5085 1559 3433 5085 1570 3433 3539 1570 3044 3170 1521 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.99 1.00 Satd. Flow (perm) 3433 5085 1559 3433 5085 1570 3433 3539 1570 3044 3170 1521 Peak-hour factor, PHF 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Adj. Flow (vph) 149 1276 259 265 1569 607 479 534 240 773 512 154 RTOR Reduction (vph) 0 0 33 0 0 52 0 0 33 0 0 54
Lane Group Flow (vph) 149 1276 226 265 1569 555 479 534 207 634 651 100 Confl. Peds. (#/hr) 2 7 7 2 18 1 1 18
Turn Type Prot NA pm+ov Prot NA pm+ov Split NA pm+ov Split NA Perm Protected Phases 1 6 7 5 2 3 7 7 5 3 3
Permitted Phases 6 2 7 3
Actuated Green, G (s) 13.2 60.8 96.9 19.1 66.7 115.1 36.1 36.1 55.2 48.4 48.4 48.4 Effective Green, g (s) 13.2 60.8 96.9 19.1 66.7 115.1 36.1 36.1 55.2 48.4 48.4 48.4 Actuated g/C Ratio 0.07 0.32 0.52 0.10 0.36 0.61 0.19 0.19 0.29 0.26 0.26 0.26 Clearance Time (s) 5.0 6.0 6.0 5.0 6.0 6.0 6.0 6.0 5.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 3.0 3.0 2.0 3.0 3.0 3.0 3.0 2.0 3.0 3.0 3.0 Lane Grp Cap (vph) 241 1649 806 349 1809 1014 661 681 462 786 818 392 v/s Ratio Prot 0.04 0.25 0.05 c0.08 c0.31 0.14 0.14 c0.15 0.05 c0.21 0.21 v/s Ratio Perm 0.09 0.21 0.09 0.07
v/c Ratio 0.62 0.77 0.28 0.76 0.87 0.55 0.72 0.78 0.45 0.81 0.80 0.25 Uniform Delay, d1 84.7 57.1 25.6 81.9 56.2 21.0 71.0 71.9 53.7 65.1 64.9 55.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 4.0 2.3 0.2 8.2 4.7 0.6 3.9 5.9 0.3 6.1 5.4 0.3 Delay (s) 88.6 59.4 25.8 90.1 60.9 21.6 74.9 77.8 54.0 71.2 70.3 55.5 Level of Service F E C F E C E E D E E E
Approach Delay (s) 56.8 54.3 72.2 69.1
Approach LOS E D E E
Intersection Summary
HCM 2000 Control Delay 61.3 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.83
Actuated Cycle Length (s) 187.4 Sum of lost time (s) 23.0 Intersection Capacity Utilization 92.3% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
ATTACHMENT 10 -787
HCM 6th Signalized Intersection Summary
26: Victory Blvd/Victory Pl & Magnolia Blvd 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 172 918 228 156 654 193 236 896 159 287 952 151 Future Volume (veh/h) 172 918 228 156 654 193 236 896 159 287 952 151 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 174 927 230 158 661 195 238 905 161 290 962 153 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 233 610 151 201 746 327 340 1572 693 372 1630 719 Arrive On Green 0.09 0.22 0.22 0.08 0.21 0.21 0.09 0.44 0.44 0.10 0.46 0.46 Sat Flow, veh/h 1781 2811 696 1781 3554 1556 1781 3554 1567 1781 3554 1567 Grp Volume(v), veh/h 174 585 572 158 661 195 238 905 161 290 962 153 Grp Sat Flow(s),veh/h/ln 1781 1777 1730 1781 1777 1556 1781 1777 1567 1781 1777 1567 Q Serve(g_s), s 10.6 30.4 30.4 9.6 25.3 15.9 10.1 26.7 8.9 12.3 28.1 8.2 Cycle Q Clear(g_c), s 10.6 30.4 30.4 9.6 25.3 15.9 10.1 26.7 8.9 12.3 28.1 8.2 Prop In Lane 1.00 0.40 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 233 386 376 201 746 327 340 1572 693 372 1630 719 V/C Ratio(X) 0.75 1.52 1.52 0.79 0.89 0.60 0.70 0.58 0.23 0.78 0.59 0.21 Avail Cap(c_a), veh/h 389 386 376 370 772 338 551 1572 693 554 1630 719 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.7 54.8 54.8 41.4 53.7 49.9 22.3 29.2 24.2 22.7 28.1 22.7 Incr Delay (d2), s/veh 1.8 245.8 247.9 2.6 11.8 2.7 1.0 1.5 0.8 2.1 1.6 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.8 39.9 39.1 4.4 12.5 6.4 4.3 11.7 3.5 5.3 12.3 3.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 42.6 300.6 302.7 43.9 65.5 52.7 23.3 30.7 25.0 24.8 29.7 23.4 LnGrp LOS D F F D E D C C C C C C
Approach Vol, veh/h 1331 1014 1304 1405
Approach Delay, s/veh 267.8 59.6 28.7 28.0
Approach LOS F E C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 17.0 70.2 16.4 36.4 19.3 67.9 17.4 35.4 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 29.0 34.4 25.0 30.4 29.0 34.4 25.0 30.4 Max Q Clear Time (g_c+I1), s 12.1 30.1 11.6 32.4 14.3 28.7 12.6 27.3 Green Ext Time (p_c), s 0.3 2.6 0.2 0.0 0.4 3.2 0.2 1.5 Intersection Summary
HCM 6th Ctrl Delay 97.7
HCM 6th LOS F
ATTACHMENT 10 -788
HCM 6th Signalized Intersection Summary
27: Olive Ave & Victory Blvd 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 237 979 43 119 712 208 86 798 173 167 837 256 Future Volume (veh/h) 237 979 43 119 712 208 86 798 173 167 837 256 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.97 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 242 999 44 121 727 212 88 814 177 170 854 261 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 381 1622 71 282 1533 671 165 864 373 212 988 428 Arrive On Green 0.09 0.47 0.47 0.05 0.43 0.43 0.05 0.24 0.24 0.08 0.28 0.28 Sat Flow, veh/h 1781 3464 153 1781 3554 1555 1781 3554 1532 1781 3554 1539 Grp Volume(v), veh/h 242 512 531 121 727 212 88 814 177 170 854 261 Grp Sat Flow(s),veh/h/ln 1781 1777 1840 1781 1777 1555 1781 1777 1532 1781 1777 1539 Q Serve(g_s), s 10.2 30.2 30.2 5.3 20.5 12.6 5.1 31.5 13.8 9.7 32.0 20.6 Cycle Q Clear(g_c), s 10.2 30.2 30.2 5.3 20.5 12.6 5.1 31.5 13.8 9.7 32.0 20.6 Prop In Lane 1.00 0.08 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 381 832 862 282 1533 671 165 864 373 212 988 428 V/C Ratio(X) 0.64 0.62 0.62 0.43 0.47 0.32 0.53 0.94 0.47 0.80 0.86 0.61 Avail Cap(c_a), veh/h 590 832 862 557 1533 671 318 873 376 304 988 428 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.5 27.8 27.8 22.9 28.5 26.2 40.0 52.0 45.3 38.1 48.0 44.0 Incr Delay (d2), s/veh 0.7 3.4 3.3 0.4 1.1 1.2 1.0 17.9 0.9 6.1 8.1 2.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.3 13.6 14.1 2.3 9.0 4.9 2.3 16.2 5.4 4.6 15.3 8.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.2 31.2 31.1 23.3 29.5 27.5 41.0 69.9 46.3 44.1 56.1 46.5 LnGrp LOS C C C C C C D E D D E D
Approach Vol, veh/h 1285 1060 1079 1285
Approach Delay, s/veh 29.3 28.4 63.7 52.6
Approach LOS C C E D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.9 71.6 11.6 44.9 17.1 66.4 16.4 40.1 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 29.0 36.4 19.0 34.4 29.0 36.4 19.0 34.4 Max Q Clear Time (g_c+I1), s 7.3 32.2 7.1 34.0 12.2 22.5 11.7 33.5 Green Ext Time (p_c), s 0.1 2.5 0.1 0.3 0.3 5.0 0.1 0.6 Intersection Summary
HCM 6th Ctrl Delay 43.3
HCM 6th LOS D
ATTACHMENT 10 -789
HCM 6th Signalized Intersection Summary
28: Alameda Ave & Victory Blvd 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 79 1483 147 121 628 278 131 480 144 399 585 46 Future Volume (veh/h) 79 1483 147 121 628 278 131 480 144 399 585 46 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 0.99 0.98 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 81 1529 152 125 647 287 135 495 148 411 603 47 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 350 1713 759 166 1743 772 211 552 164 526 1168 91 Arrive On Green 0.04 0.48 0.48 0.05 0.49 0.49 0.21 0.21 0.21 0.11 0.35 0.35 Sat Flow, veh/h 1781 3554 1574 1781 3554 1574 777 2689 799 3456 3338 260 Grp Volume(v), veh/h 81 1529 152 125 647 287 135 326 317 411 321 329 Grp Sat Flow(s),veh/h/ln 1781 1777 1574 1781 1777 1574 777 1777 1711 1728 1777 1821 Q Serve(g_s), s 3.2 54.8 7.8 4.9 15.9 15.9 23.4 25.0 25.3 12.6 20.0 20.1 Cycle Q Clear(g_c), s 3.2 54.8 7.8 4.9 15.9 15.9 23.4 25.0 25.3 12.6 20.0 20.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.47 1.00 0.14
Lane Grp Cap(c), veh/h 350 1713 759 166 1743 772 211 365 351 526 622 637 V/C Ratio(X) 0.23 0.89 0.20 0.75 0.37 0.37 0.64 0.89 0.90 0.78 0.52 0.52 Avail Cap(c_a), veh/h 405 1713 759 205 1743 772 220 386 372 708 736 754 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 17.6 33.0 20.8 31.4 22.2 22.2 53.5 54.1 54.2 38.7 36.1 36.1 Incr Delay (d2), s/veh 0.1 7.6 0.6 8.5 0.6 1.4 5.8 21.6 23.6 4.0 0.7 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 25.0 3.0 2.4 6.8 6.2 4.9 13.4 13.2 5.7 8.9 9.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 17.7 40.5 21.4 39.9 22.8 23.6 59.3 75.7 77.9 42.7 36.8 36.8 LnGrp LOS B D C D C C E E E D D D
Approach Vol, veh/h 1762 1059 778 1061
Approach Delay, s/veh 37.8 25.1 73.7 39.1
Approach LOS D C E D
Timer - Assigned Phs 1 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 20.2 34.8 11.5 73.5 55.0 10.3 74.7 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 6.0 4.6 6.0
Max Green Setting (Gmax), s 23.0 30.4 10.0 55.4 58.0 10.0 55.4 Max Q Clear Time (g_c+I1), s 14.6 27.3 6.9 56.8 22.1 5.2 17.9 Green Ext Time (p_c), s 1.0 1.5 0.0 0.0 4.5 0.0 6.4
Intersection Summary
HCM 6th Ctrl Delay 41.2
HCM 6th LOS D
ATTACHMENT 10 -790
HCM 6th Signalized Intersection Summary
29: Burbank Blvd & San Fernando Blvd 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 847 657 583 22 417 89 249 371 21 72 173 452 Future Volume (veh/h) 847 657 583 22 417 89 249 371 21 72 173 452 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.96 1.00 1.00 0.97 1.00 0.98 1.00 0.94 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 864 670 0 22 426 91 254 379 21 73 177 461 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 952 1263 85 684 295 413 953 53 103 384 541
Arrive On Green 0.20 0.36 0.00 0.05 0.19 0.19 0.12 0.28 0.28 0.06 0.21 0.21 Sat Flow, veh/h 3456 3554 1585 1781 3554 1536 3456 3419 189 1781 1870 2633 Grp Volume(v), veh/h 864 670 0 22 426 91 254 196 204 73 177 461 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1781 1777 1536 1728 1777 1831 1781 1870 1317 Q Serve(g_s), s 14.1 12.8 0.0 1.0 9.4 4.4 6.0 7.7 7.7 3.4 7.1 11.2 Cycle Q Clear(g_c), s 14.1 12.8 0.0 1.0 9.4 4.4 6.0 7.7 7.7 3.4 7.1 11.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 1.00
Lane Grp Cap(c), veh/h 952 1263 85 684 295 413 495 510 103 384 541 V/C Ratio(X) 0.91 0.53 0.26 0.62 0.31 0.62 0.40 0.40 0.71 0.46 0.85 Avail Cap(c_a), veh/h 1072 1263 624 1246 538 2422 1246 1283 416 656 923 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.7 21.9 0.0 39.3 31.7 29.7 35.8 25.0 25.0 39.6 29.9 19.8 Incr Delay (d2), s/veh 9.7 0.5 0.0 1.9 1.1 0.7 3.2 0.6 0.6 3.3 0.6 3.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.5 5.2 0.0 0.5 4.1 1.6 2.7 3.2 3.4 1.6 3.2 3.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.3 22.4 0.0 41.2 32.8 30.4 39.0 25.6 25.7 43.0 30.5 22.8 LnGrp LOS D C D C C D C C D C C
Approach Vol, veh/h 1534 A 539 654 711
Approach Delay, s/veh 32.5 32.8 30.8 26.8
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.9 30.2 23.0 22.5 16.5 23.6 9.1 36.4 Change Period (Y+Rc), s 5.0 6.3 6.0 * 6 6.3 * 6 5.0 6.0 Max Green Setting (Gmax), s 20.0 60.0 20.0 * 30 60.0 * 30 30.0 30.0 Max Q Clear Time (g_c+I1), s 5.4 9.7 16.1 11.4 8.0 13.2 3.0 14.8 Green Ext Time (p_c), s 0.1 3.2 0.9 3.5 2.2 2.3 0.0 4.7 Intersection Summary
HCM 6th Ctrl Delay 31.0
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay.

ATTACHMENT 10 -791
HCM 6th Signalized Intersection Summary
30: Magnolia Blvd & First St 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 340 905 374 74 647 107 297 479 147 175 424 266 Future Volume (veh/h) 340 905 374 74 647 107 297 479 147 175 424 266 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 358 953 394 78 681 113 313 504 155 184 446 280 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 415 1705 720 269 1497 801 288 730 323 279 730 459 Arrive On Green 0.09 0.46 0.46 0.05 0.42 0.42 0.09 0.21 0.21 0.09 0.21 0.21 Sat Flow, veh/h 1781 3741 1580 1781 3554 1579 1781 3554 1573 1781 3554 1573 Grp Volume(v), veh/h 358 953 394 78 681 113 313 504 155 184 446 280 Grp Sat Flow(s),veh/h/ln 1781 1870 1580 1781 1777 1579 1781 1777 1573 1781 1777 1573 Q Serve(g_s), s 9.0 19.5 19.0 2.5 14.4 4.0 9.0 13.8 9.1 8.6 12.0 16.1 Cycle Q Clear(g_c), s 9.0 19.5 19.0 2.5 14.4 4.0 9.0 13.8 9.1 8.6 12.0 16.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 415 1705 720 269 1497 801 288 730 323 279 730 459 V/C Ratio(X) 0.86 0.56 0.55 0.29 0.45 0.14 1.09 0.69 0.48 0.66 0.61 0.61 Avail Cap(c_a), veh/h 415 1705 720 331 1497 801 288 1097 486 279 1097 621 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 23.2 20.9 20.7 16.8 21.8 13.7 37.6 38.6 36.8 30.6 37.9 32.1 Incr Delay (d2), s/veh 16.0 1.3 3.0 0.2 1.0 0.4 78.6 1.2 1.1 4.6 0.8 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.0 8.6 7.4 1.0 6.1 1.5 9.4 6.1 3.6 4.0 5.3 6.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.2 22.2 23.7 17.0 22.8 14.1 116.2 39.8 37.9 35.2 38.7 33.4 LnGrp LOS D C C B C B F D D D D C
Approach Vol, veh/h 1705 872 972 910
Approach Delay, s/veh 26.1 21.1 64.1 36.4
Approach LOS C C E D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.0 53.8 13.6 27.6 13.6 50.2 13.6 27.6 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 9.0 33.4 9.0 32.4 9.0 33.4 9.0 32.4 Max Q Clear Time (g_c+I1), s 4.5 21.5 10.6 15.8 11.0 16.4 11.0 18.1 Green Ext Time (p_c), s 0.0 6.3 0.0 3.6 0.0 4.7 0.0 3.5 Intersection Summary
HCM 6th Ctrl Delay 35.5
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

ATTACHMENT 10 -792
HCM 6th Signalized Intersection Summary
31: Olive Ave & First St 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 358 825 249 59 521 142 199 364 74 67 379 141 Future Volume (veh/h) 358 825 249 59 521 142 199 364 74 67 379 141 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 0.98 0.95 0.97 0.93 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 381 878 265 63 554 151 212 387 79 71 403 150 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 496 1392 419 261 1630 714 296 701 141 239 654 431 Arrive On Green 0.10 0.52 0.52 0.04 0.46 0.46 0.10 0.24 0.24 0.04 0.18 0.18 Sat Flow, veh/h 1781 2679 807 1781 3554 1556 1781 2916 588 1781 3554 1479 Grp Volume(v), veh/h 381 582 561 63 554 151 212 234 232 71 403 150 Grp Sat Flow(s),veh/h/ln 1781 1777 1709 1781 1777 1556 1781 1777 1727 1781 1777 1479 Q Serve(g_s), s 14.0 32.7 32.9 2.6 14.0 8.1 13.3 16.1 16.5 4.5 14.6 11.3 Cycle Q Clear(g_c), s 14.0 32.7 32.9 2.6 14.0 8.1 13.3 16.1 16.5 4.5 14.6 11.3 Prop In Lane 1.00 0.47 1.00 1.00 1.00 0.34 1.00 1.00
Lane Grp Cap(c), veh/h 496 923 888 261 1630 714 296 427 415 239 654 431 V/C Ratio(X) 0.77 0.63 0.63 0.24 0.34 0.21 0.72 0.55 0.56 0.30 0.62 0.35 Avail Cap(c_a), veh/h 496 923 888 370 1630 714 296 571 555 340 1142 634 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.3 24.0 24.0 20.7 24.3 22.7 40.4 46.5 46.6 43.8 52.6 39.9 Incr Delay (d2), s/veh 6.9 3.3 3.4 0.2 0.6 0.7 7.5 1.3 1.4 0.3 1.1 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.6 14.5 14.0 1.1 6.1 3.2 6.5 7.3 7.3 2.0 6.7 4.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.2 27.3 27.5 20.9 24.9 23.4 47.9 47.8 48.1 44.0 53.7 40.5 LnGrp LOS C C C C C C D D D D D D
Approach Vol, veh/h 1524 768 678 624
Approach Delay, s/veh 27.3 24.2 47.9 49.4
Approach LOS C C D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.1 39.7 19.0 70.2 19.0 31.8 10.5 78.7 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 14.0 45.0 14.0 45.0 14.0 45.0 14.0 45.0 Max Q Clear Time (g_c+I1), s 6.5 18.5 16.0 16.0 15.3 16.6 4.6 34.9 Green Ext Time (p_c), s 0.0 3.6 0.0 5.6 0.0 4.1 0.0 6.0 Intersection Summary
HCM 6th Ctrl Delay 34.4
HCM 6th LOS C
ATTACHMENT 10 -793
HCM 6th Signalized Intersection Summary
32: Alameda Ave & San Fernando Blvd 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 389 942 276 67 517 75 454 647 103 148 521 205 Future Volume (veh/h) 389 942 276 67 517 75 454 647 103 148 521 205 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.95 1.00 0.96 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 414 1002 294 71 550 80 483 688 110 157 554 218 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 987 1242 362 91 676 98 613 759 121 219 742 315 Arrive On Green 0.29 0.46 0.46 0.05 0.22 0.22 0.12 0.25 0.25 0.08 0.21 0.21 Sat Flow, veh/h 3456 2698 787 1781 3093 448 3456 3049 487 1781 3554 1510 Grp Volume(v), veh/h 414 658 638 71 315 315 483 401 397 157 554 218 Grp Sat Flow(s),veh/h/ln 1728 1777 1708 1781 1777 1765 1728 1777 1759 1781 1777 1510 Q Serve(g_s), s 13.6 44.4 45.1 5.5 23.6 23.8 14.9 30.6 30.7 9.6 20.5 9.9 Cycle Q Clear(g_c), s 13.6 44.4 45.1 5.5 23.6 23.8 14.9 30.6 30.7 9.6 20.5 9.9 Prop In Lane 1.00 0.46 1.00 0.25 1.00 0.28 1.00 1.00
Lane Grp Cap(c), veh/h 987 818 786 91 388 385 613 443 438 219 742 315 V/C Ratio(X) 0.42 0.80 0.81 0.78 0.81 0.82 0.79 0.91 0.91 0.72 0.75 0.69 Avail Cap(c_a), veh/h 987 818 786 280 609 605 656 470 465 224 762 324 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.6 32.4 32.6 65.7 52.0 52.1 37.5 51.0 51.0 41.3 51.9 14.4 Incr Delay (d2), s/veh 0.2 8.3 8.9 10.4 16.7 17.3 5.7 20.5 21.0 9.6 4.1 6.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.9 20.8 20.4 2.8 12.3 12.4 6.8 16.1 16.1 4.8 9.6 4.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.8 40.6 41.5 76.1 68.7 69.3 43.3 71.5 72.0 50.9 56.1 20.8 LnGrp LOS D D D E E E D E E D E C
Approach Vol, veh/h 1710 701 1281 929
Approach Delay, s/veh 41.0 69.7 61.0 46.9
Approach LOS D E E D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 22.2 35.2 46.0 36.6 16.6 40.9 12.1 70.4 Change Period (Y+Rc), s 5.0 6.0 6.0 * 6 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 19.0 30.0 21.0 * 48 12.0 37.0 22.0 47.0 Max Q Clear Time (g_c+I1), s 16.9 22.5 15.6 25.8 11.6 32.7 7.5 47.1 Green Ext Time (p_c), s 0.4 3.1 0.6 4.8 0.0 2.2 0.1 0.0 Intersection Summary
HCM 6th Ctrl Delay 52.1
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ATTACHMENT 10 -794
HCM 6th Signalized Intersection Summary
33: Magnolia Blvd & Glenoaks Blvd 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 206 305 230 39 264 50 194 1340 69 94 1087 162 Future Volume (veh/h) 206 305 230 39 264 50 194 1340 69 94 1087 162 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.98 0.95 0.99 0.95 1.00 0.97 1.00 0.94 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 215 318 240 41 275 52 202 1396 72 98 1132 169 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 318 569 459 216 901 167 269 1547 80 215 1313 195 Arrive On Green 0.30 0.30 0.30 0.30 0.30 0.30 0.08 0.45 0.45 0.06 0.43 0.43 Sat Flow, veh/h 1027 1870 1508 840 2965 550 1781 3432 177 1781 3075 457 Grp Volume(v), veh/h 215 318 240 41 163 164 202 721 747 98 652 649 Grp Sat Flow(s),veh/h/ln 1027 1870 1508 840 1777 1738 1781 1777 1832 1781 1777 1755 Q Serve(g_s), s 18.3 12.8 11.9 3.9 6.3 6.5 5.6 33.8 34.1 2.7 29.9 30.2 Cycle Q Clear(g_c), s 24.9 12.8 11.9 16.7 6.3 6.5 5.6 33.8 34.1 2.7 29.9 30.2 Prop In Lane 1.00 1.00 1.00 0.32 1.00 0.10 1.00 0.26
Lane Grp Cap(c), veh/h 318 569 459 216 540 528 269 801 825 215 759 749 V/C Ratio(X) 0.68 0.56 0.52 0.19 0.30 0.31 0.75 0.90 0.91 0.46 0.86 0.87 Avail Cap(c_a), veh/h 325 582 469 222 553 541 297 801 825 284 759 749 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.6 26.3 25.9 33.3 24.0 24.1 19.5 22.9 22.9 19.8 23.3 23.4 Incr Delay (d2), s/veh 5.4 1.2 1.0 0.4 0.3 0.3 7.8 15.2 15.3 0.6 12.2 12.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.9 5.7 4.3 0.8 2.6 2.7 2.7 16.5 17.2 1.1 14.3 14.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.0 27.4 26.9 33.7 24.3 24.4 27.3 38.0 38.3 20.4 35.5 36.2 LnGrp LOS D C C C C C C D D C D D
Approach Vol, veh/h 773 368 1670 1399
Approach Delay, s/veh 30.5 25.4 36.8 34.8
Approach LOS C C D C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 10.1 46.6 33.4 12.2 44.4 33.4
Change Period (Y+Rc), s 4.6 6.0 6.0 4.6 6.0 6.0
Max Green Setting (Gmax), s 9.0 36.4 28.0 9.0 36.4 28.0 Max Q Clear Time (g_c+I1), s 4.7 36.1 18.7 7.6 32.2 26.9 Green Ext Time (p_c), s 0.0 0.3 1.4 0.0 2.9 0.5
Intersection Summary
HCM 6th Ctrl Delay 34.0
HCM 6th LOS C
ATTACHMENT 10 -795
HCM 6th Signalized Intersection Summary
34: Olive Ave & Glenoaks Blvd 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 200 374 175 71 226 70 123 1114 82 92 1047 105 Future Volume (veh/h) 200 374 175 71 226 70 123 1114 82 92 1047 105 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.98 0.99 0.98 1.00 0.97 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 206 386 180 73 233 72 127 1148 85 95 1079 108 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 540 888 408 392 907 273 207 905 67 188 846 85 Arrive On Green 0.09 0.38 0.38 0.06 0.34 0.34 0.07 0.27 0.27 0.06 0.26 0.26 Sat Flow, veh/h 1781 2351 1080 1781 2679 805 1781 3347 248 1781 3252 325 Grp Volume(v), veh/h 206 290 276 73 152 153 127 609 624 95 589 598 Grp Sat Flow(s),veh/h/ln 1781 1777 1654 1781 1777 1707 1781 1777 1817 1781 1777 1800 Q Serve(g_s), s 6.6 10.9 11.2 2.3 5.6 5.8 4.6 24.3 24.3 3.4 23.4 23.4 Cycle Q Clear(g_c), s 6.6 10.9 11.2 2.3 5.6 5.8 4.6 24.3 24.3 3.4 23.4 23.4 Prop In Lane 1.00 0.65 1.00 0.47 1.00 0.14 1.00 0.18
Lane Grp Cap(c), veh/h 540 671 625 392 602 578 207 481 492 188 462 468 V/C Ratio(X) 0.38 0.43 0.44 0.19 0.25 0.26 0.61 1.27 1.27 0.51 1.28 1.28 Avail Cap(c_a), veh/h 550 671 625 471 602 578 258 481 492 258 462 468 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 16.1 20.8 20.9 17.6 21.5 21.6 24.7 32.8 32.8 25.0 33.3 33.3 Incr Delay (d2), s/veh 0.3 2.0 2.3 0.2 1.0 1.1 2.2 135.7 136.5 1.6 139.8 140.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 4.8 4.6 0.9 2.4 2.5 2.0 28.2 29.0 1.5 27.7 28.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.4 22.9 23.2 17.7 22.5 22.7 26.9 168.5 169.3 26.6 173.1 173.8 LnGrp LOS B C C B C C C F F C F F
Approach Vol, veh/h 772 378 1360 1282
Approach Delay, s/veh 21.3 21.7 155.7 162.6
Approach LOS C C F F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.6 40.0 11.0 29.4 13.1 36.5 10.0 30.3 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 9.0 27.4 9.0 23.4 9.0 27.4 9.0 23.4 Max Q Clear Time (g_c+I1), s 4.3 13.2 6.6 25.4 8.6 7.8 5.4 26.3 Green Ext Time (p_c), s 0.0 4.1 0.0 0.0 0.0 2.3 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 117.3
HCM 6th LOS F
ATTACHMENT 10 -796
HCM 6th Signalized Intersection Summary
35: Alameda Ave & Glenoaks Blvd 10/27/2021
Future With Project (2029) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 422 343 254 64 219 30 225 1134 47 82 988 190 Future Volume (veh/h) 422 343 254 64 219 30 225 1134 47 82 988 190 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.95 1.00 0.96 0.99 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 440 357 265 67 228 31 234 1181 49 85 1029 198 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 377 630 520 87 278 38 298 1978 591 237 1423 273 Arrive On Green 0.21 0.34 0.34 0.05 0.17 0.17 0.10 0.39 0.39 0.05 0.33 0.33 Sat Flow, veh/h 1781 1870 1544 1781 1600 218 1781 5106 1526 1781 4279 822 Grp Volume(v), veh/h 440 357 265 67 0 259 234 1181 49 85 818 409 Grp Sat Flow(s),veh/h/ln 1781 1870 1544 1781 0 1818 1781 1702 1526 1781 1702 1696 Q Serve(g_s), s 25.0 18.5 16.2 4.4 0.0 16.2 9.8 21.8 2.4 3.7 25.0 25.0 Cycle Q Clear(g_c), s 25.0 18.5 16.2 4.4 0.0 16.2 9.8 21.8 2.4 3.7 25.0 25.0 Prop In Lane 1.00 1.00 1.00 0.12 1.00 1.00 1.00 0.48
Lane Grp Cap(c), veh/h 377 630 520 87 0 316 298 1978 591 237 1132 564 V/C Ratio(X) 1.17 0.57 0.51 0.77 0.00 0.82 0.78 0.60 0.08 0.36 0.72 0.72 Avail Cap(c_a), veh/h 377 712 588 451 0 769 718 2592 774 605 1440 718 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.6 32.1 31.4 55.6 0.0 47.0 26.0 28.8 22.9 25.1 34.7 34.7 Incr Delay (d2), s/veh 100.5 1.2 1.1 10.1 0.0 7.3 1.7 0.4 0.1 0.3 1.6 3.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 21.5 8.5 6.2 2.2 0.0 8.0 4.2 8.9 0.9 1.6 10.5 10.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 147.1 33.3 32.5 65.7 0.0 54.3 27.7 29.3 23.0 25.4 36.3 38.0 LnGrp LOS F C C E A D C C C C D D
Approach Vol, veh/h 1062 326 1464 1312
Approach Delay, s/veh 80.3 56.6 28.8 36.1
Approach LOS F E C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.4 45.8 16.7 45.3 29.6 26.6 10.2 51.8 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 29.9 45.0 40.0 50.0 25.0 50.0 30.0 60.0 Max Q Clear Time (g_c+I1), s 6.4 20.5 11.8 27.0 27.0 18.2 5.7 23.8 Green Ext Time (p_c), s 0.1 4.8 0.3 12.3 0.0 2.3 0.1 15.6 Intersection Summary
HCM 6th Ctrl Delay 46.4
HCM 6th LOS D
ATTACHMENT 10 -797
Appendix F
Hazardous Materials Sites
ATTACHMENT 10 -798
SITE NAMES ADDRESS CITY STATUS STATUS DATE SITE TYPE ‐ ENVIROSTOR LEAD AGENCY AFP #14 Burbank Inactive ‐ Needs Evaluation 7/1/2005 Military Evaluation SMBRP AFP #14, Storage Annex Los Angeles Inactive ‐ Needs Evaluation 7/1/2005 Military Evaluation SMBRP A‐H Plating, Inc. 1837 Victory Place Burbank Refer: Other Agency NONE Tiered Permit NONE SPECIFIED All Metals Processing Co., Inc. 264 W. Spazier Avenue Burbank Refer: Other Agency 7/2/2014 Tiered Permit US EPA Alumtreat Inc 2905 Winoma Avenue Burbank Certified O&M ‐ Land Use Restrictions Only 9/19/1997 Corrective Action WM Brass Production Company 3059‐3063 North California Street Burbank No Further Action 10/25/1994 Historical NONE SPECIFIED Burbank Transit Center Southern Pacific 201 N Front St Burbank Active 4/30/2014 Corrective Action WM Circuit Craft Company 205 South Flower Street Burbank Refer: Other Agency 8/31/1995 Historical NONE SPECIFIED Fiber Resin Corp Michigan 170 W. Providencia Avenue Burbank No Further Action 2/1/1995 Historical NONE SPECIFIED Former Dynamic Plating Company Site 1102 West Isabel Street Burbank Active 1/31/2007 State Response SMBRP Haskel Inc 100 East Graham Place Burbank Refer: RWQCB 12/12/1996 Historical RWQCB 4 ‐ Los Angeles Hughey & Phillips Inc 3050 California Street Burbank No Further Action 2/2/1995 Historical HWMP J&M Anodizing, Inc. 525 S. Flower Street Burbank Refer: Other Agency NONE Tiered Permit NONE SPECIFIED Janco Corp. 3111 Winona Avenue Burbank Refer: Other Agency NONE Tiered Permit NONE SPECIFIED Lockheed Aeronautical Systems Co. 2555 N. Hollywood Way Burbank Refer: Other Agency NONE Tiered Permit NONE SPECIFIED Lockheed Air Terminal 2627 North Hollywood Way Burbank Refer: RWQCB 5/12/1995 Historical NONE SPECIFIED Lockheed Air Termnal Burbank Inactive ‐ Needs Evaluation 7/1/2005 Military Evaluation SMBRP Lockheed Aircraft Corporation 2555 North Hollywood Way Burbank Refer: RWQCB 6/1/1995 Historical NONE SPECIFIED Lockheed Corp./Env Systems & Tech 2550 N. Hollywood Way #305 Burbank Refer: Other Agency NONE Tiered Permit NONE SPECIFIED Lockheed Martin Corporation 1705 Victory Pl Burbank Refer: RWQCB 1/1/2008 Corrective Action RWQCB 4 ‐ Los Angeles Lockheed‐California Burbank Inactive ‐ Needs Evaluation 7/1/2005 Military Evaluation SMBRP Magna Plating Co., Inc. 3063 N. California Street Burbank Refer: Other Agency NONE Tiered Permit NONE SPECIFIED Magnolia Housing Project Burbank Inactive ‐ Needs Evaluation 7/1/2005 Military Evaluation SMBRP Magnolia Power Plant 164 West Magnolia Blvd. Burbank No Further Action 6/5/2003 Voluntary Cleanup HWMP Mel Bernie & Co., Inc. 3000 Empire Avenue Burbank Refer: Other Agency NONE Tiered Permit NONE SPECIFIED Menasco Manufacturing Burbank Inactive ‐ Needs Evaluation 7/1/2005 Military Evaluation SMBRP Ovrom Park And School 601 South San Fernando Boulvard Burbank Certified 6/25/2004 School Cleanup SMBRP Pac Aircraft Engineering Center 3000 Clybourn Avenue Burbank No Further Action 10/25/1994 Evaluation SMBRP Pacific Airmotive 2940 North Hollywood Way Burbank Refer: RWQCB 8/15/1995 Historical NONE SPECIFIED Pacific Airmotive 217 South Front Street Burbank Refer: Other Agency 2/1/1995 Historical NONE SPECIFIED Price Club #415 10950 Sherman Way Burbank Refer: Other Agency NONE Tiered Permit NONE SPECIFIED Process Control 2520 N. Ontario Street #D Burbank Refer: Other Agency NONE Tiered Permit NONE SPECIFIED Qualex, Inc. #461 211 S. Lake Street Burbank Refer: Other Agency NONE Tiered Permit NONE SPECIFIED Rail Chemical Division 201 Front Street Burbank Refer: RCRA 4/14/1995 Historical NONE SPECIFIED Steve'S Plating Corp. 3111 N. San Fernando Boulevard Burbank Refer: Other Agency NONE Tiered Permit NONE SPECIFIED Tech Graphics, Inc.(Former) 315 S. Flower St. Burbank Refer: 1248 Local Agency 3/16/2004 Evaluation NONE SPECIFIED Vega Aircraft Burbank Inactive ‐ Needs Evaluation 7/1/2005 Military Evaluation SMBRP Vega Aircraft Burbank Inactive ‐ Needs Evaluation 7/1/2005 Military Evaluation SMBRP West LA Area Station Hosp Los Angeles Inactive ‐ Needs Evaluation 7/1/2005 Military Evaluation SMBRP Western Pacific Circuits 2033 North Lincoln Burbank Refer: Other Agency 10/25/1994 Historical NONE SPECIFIED DTSC Envirostor Database
ATTACHMENT 10 -799
BUSINESS NAME STREET NUM STREET NAME CITY CASE_TYPE STATUS STATUS_DAT LEAD_AGENC Carter Plating Inc 1842 N Keystone St. Burbank Non‐Case Information Pending Review 9/23/2019 LOS ANGELES RWQCB (REGION 4) Nasmyth Tmf, Inc. (Burbank Facility) 3401 Pacific Ave Burbank Non‐Case Information Pending Review 9/23/2019 LOS ANGELES RWQCB (REGION 4) Process Control Laboratory 2520 N Ontario St Bldg D Burbank Non‐Case Information Pending Review 9/23/2019 LOS ANGELES RWQCB (REGION 4) K L Anodizing Corporation 1200 S Victory Blvd Burbank Non‐Case Information Pending Review 9/23/2019 LOS ANGELES RWQCB (REGION 4) BOB HOPE 2627 Hollywood Way Burbank Non‐Case Information Pending Review 3/11/2019 LOS ANGELES RWQCB (REGION 4) Connell Processing Inc 3080‐3094 N Avon St Burbank Non‐Case Information Pending Review 9/23/2019 LOS ANGELES RWQCB (REGION 4) Crane Co 3000 WINONA AVE BURBANK Cleanup Program Site Open ‐ Verification Monitoring 1/1/1998 LOS ANGELES RWQCB (REGION 4) LOCKHEED A‐1 EAST 3401 W. EMPIRE AVE. BURBANK Cleanup Program Site Open ‐ Site Assessment 7/17/1996 LOS ANGELES RWQCB (REGION 4) LOCKHEED A‐1, B85, LOTS 16,16A 3220 W. THORTON BURBANK Cleanup Program Site Open ‐ Site Assessment 1/3/1990 LOS ANGELES RWQCB (REGION 4) CARTER PLATING 1842 N. KEYSTONE ST. BURBANK Cleanup Program Site Open ‐ Site Assessment 9/28/2005 LOS ANGELES RWQCB (REGION 4) STAINLESS STEEL PRODUCTS INC. 2980 N. SAN FERNANDO BLVD. BURBANK Cleanup Program Site Open ‐ Site Assessment 9/21/2012 LOS ANGELES RWQCB (REGION 4) Technical Metal Finishing 3401 Pacific Avenue Burbank Cleanup Program Site Open ‐ Site Assessment 6/25/2018 LOS ANGELES RWQCB (REGION 4) A H PLATING, INC. 1837 VICTORY PL. BURBANK Cleanup Program Site Open ‐ Site Assessment 5/9/2018 LOS ANGELES RWQCB (REGION 4) MAGNA PLATING CO. 3063 N. CALIFORNIA ST. BURBANK Cleanup Program Site Open ‐ Site Assessment 9/29/2005 LOS ANGELES RWQCB (REGION 4) Pacific Airmotive Corporation 2960 North Hollywood Way Burbank Cleanup Program Site Open ‐ Site Assessment 1/27/2015 LOS ANGELES RWQCB (REGION 4) COMMERCIAL INSPECTION SERVICES 156 W. PROVIDENCIA AVE. BURBANK Cleanup Program Site Open ‐ Site Assessment 3/11/2013 LOS ANGELES RWQCB (REGION 4) Hollywood Burbank Airport Replacement Terminal 2801 North Hollywood Way Burbank Cleanup Program Site Open ‐ Site Assessment 7/20/2016 LOS ANGELES RWQCB (REGION 4) FORD LEASING DEVELOPMENT COMPANY (FORMER ZERO CORP) 777 FRONT STREET BURBANK Cleanup Program Site Open ‐ Remediation 11/3/2020 LOS ANGELES RWQCB (REGION 4) LOCKHEED PLANT B6 2801 N. HOLLYWOOD WAY. BURBANK Cleanup Program Site Open ‐ Remediation 10/31/1996 LOS ANGELES RWQCB (REGION 4) LOCKHEED PLANT A1‐SOUTH 2311 N. HOLLYWOOD WAY. BURBANK Cleanup Program Site Open ‐ Remediation 5/24/1995 LOS ANGELES RWQCB (REGION 4) HOME DEPOT ‐ ITT AEROSPACE CONTROLS‐DIV. 1200 SOUTH FLOWER STREET BURBANK Cleanup Program Site Open ‐ Remediation 7/13/2009 LOS ANGELES RWQCB (REGION 4) FORMER AVIALL SERVICES INC. 3111 N. KENWOOD ST. BURBANK Cleanup Program Site Open ‐ Remediation 3/25/1996 LOS ANGELES RWQCB (REGION 4) PACIFIC AIRMOTIVE CORPORATION 2940/2840 NORTH HOLLYWOOD WY BURBANK Cleanup Program Site Open ‐ Remediation 5/31/1999 LOS ANGELES RWQCB (REGION 4) BURBANK LANDFILL 1600 Lockheed View BURBANK Land Disposal Site Open ‐ Operating 5/31/2016 LOS ANGELES RWQCB (REGION 4) BURBANK STEAM PLANT 164 W. MAGNOLIA BLVD. BURBANK Cleanup Program Site Open ‐ Inactive 1/28/2016 LOS ANGELES RWQCB (REGION 4) ALL METALS PROCESSING CO. INC. 264 W. SPAZIER AVE. BURBANK Cleanup Program Site Open ‐ Inactive 11/3/2014 LOS ANGELES RWQCB (REGION 4) 5 WEST OLIVE AVENUE BURBANK Cleanup Program Site Open ‐ Inactive 1/1/1965 LOS ANGELES RWQCB (REGION 4) STEVE'S PLATING CORP. 3111 N. SAN FERNANDO BLVD. BURBANK Cleanup Program Site Open ‐ Inactive 1/28/2016 LOS ANGELES RWQCB (REGION 4) FORMER TWISS HEATING & TREATING 2503 NORTH ONTARIO BLVD. BURBANK Cleanup Program Site Open ‐ Inactive 1/1/1965 LOS ANGELES RWQCB (REGION 4) SUNSET CANYON DEBRIS AREA 1100 ‐ 1500 Country Club Drive BURBANK Land Disposal Site Open ‐ Inactive 8/18/1975 LOS ANGELES RWQCB (REGION 4) ACME AUTOWORK 738 N. VICTORY BLVD. BURBANK Cleanup Program Site Open ‐ Inactive 10/29/2014 LOS ANGELES RWQCB (REGION 4) KAHR BEARING‐SARGENT/FLETCHER 3010 N. SAN FERNANDO BLVD. BURBANK Cleanup Program Site Open ‐ Inactive 10/29/2014 LOS ANGELES RWQCB (REGION 4) INTERNATIONAL ELECTRONIC RESEARCH CORPORATION (IERC) 135 W. MAGNOLIA BLVD. BURBANK Cleanup Program Site Open ‐ Inactive 9/29/2017 LOS ANGELES RWQCB (REGION 4) SIERRACIN‐HARRISON 3020 EMPIRE AVE. BURBANK Cleanup Program Site Open ‐ Inactive 10/29/2014 LOS ANGELES RWQCB (REGION 4) INTERSTATE BRANDS CORP. 10 E. LINDEN AVE. BURBANK Cleanup Program Site Open ‐ Inactive 11/3/2014 LOS ANGELES RWQCB (REGION 4) ECOLA SERVICES 1207 ISABEL ST. BURBANK Cleanup Program Site Open ‐ Inactive 11/3/2014 DEPARTMENT OF TOXIC SUBSTANCES CONTROL J & M ANODIZING INC. 525 SOUTH FLOWER STREET BURBANK Cleanup Program Site Open ‐ Inactive 2/3/2016 LOS ANGELES RWQCB (REGION 4) BET 811 S. SAN FERNANDO BLVD. BURBANK Cleanup Program Site Open ‐ Inactive 11/3/2014 LOS ANGELES RWQCB (REGION 4) LOCKHEED PLANT A‐1 NORTH 2555 N. HOLLYWOOD WAY. BURBANK Cleanup Program Site Open ‐ Eligible for Closure 9/27/2016 LOS ANGELES RWQCB (REGION 4) KEYSTON BROTHERS 1100 Scott Rd. Burbank Cleanup Program Site Open ‐ Eligible for Closure 1/1/1985 LOS ANGELES RWQCB (REGION 4) VICTORY SILK SCREEN PROCESSING 2701 W. Burbank Blvd. Burbank Cleanu p Program Site Open ‐ Eligible for Closure 1/1/1985 LOS ANGELES RWQCB (REGION 4) ALAMEDA DRY CLEANERS 940 W. ALAMEDA AVE. BURBANK Cleanup Program Si te Open ‐ Eligible for Closure 5/19/2021 LOS ANGELES RWQCB (REGION 4) MAGNOLIA CAR WASH 910 MAGNOLIA BLVD W BURBANK LUST Cleanup Site Open ‐ Eligible for Closure 5/14/2021 LOS ANGELES RWQCB (REGION 4) LOCKHEED PLANT B1 1705 VICTORY PL. BURBANK Cleanup Program Site Open ‐ Assessment & Interim Reme d1/1/2011 LOS ANGELES RWQCB (REGION 4) FORMER MENASCO AEROSPACE 100 East Cedar Avenue BURBANK Cleanup Program Site Open ‐ Assessment & Interim Reme d1/1/1965 LOS ANGELES RWQCB (REGION 4) Former Fiber Resin Corp. 170 W. Providencia Avenue Burbank Non‐Case Information Informational Item 10/24/2018 Former Pacific Airmotive Corporation 3003 North Hollywood Way Burbank Non‐Case Information Informational Item 2/11/2016 LOS ANGELES RWQCB (REGION 4) SHELL SERVICE STATION 2501 VICTORY BLVD W BURBANK LUST Cleanup Site Completed ‐ Case Closed 9/26/1996 LOS ANGELES RWQCB (REGION 4) WORLD OIL #12 3805 OLIVE AVE W BURBANK LUST Cleanup Site Completed ‐ Case Closed 5/28/2003 LOS ANGELES RWQCB (REGION 4) CITY OF BURBANK ENVIRONMENTAL 500 S. FLOWER ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) JOSEFF PRECISION CASTINGS 129 E. PROVIDENCIA AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 3/2/2015 LOS ANGELES RWQCB (REGION 4) GILDERFLUKE & CO. 205 S. FLOWER ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) INTERVALVE 1835 N. Keystone St. Burbank Cleanup Program Site Completed ‐ Case Closed 6/8/1988 LOS ANGELES RWQCB (REGION 4) KLEEN‐LINE CORP 1060 N. Lake St. Burbank Cleanup Program Site Completed ‐ Case Closed 9/14/1989 LOS ANGELES RWQCB (REGION 4) JACKS AUTO BODY INC. 2821 N. Lima St. Burbank Cleanup Program Site Completed ‐ Case Closed 1/8/1988 LOS ANGELES RWQCB (REGION 4) G.W. BANDY INCORPORATED 3420 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 1/12/1988 LOS ANGELES RWQCB (REGION 4) D.K. JONES 1853 Victory Pl. Burbank Cleanup Program Site Completed ‐ Case Closed 5/3/1988 LOS ANGELES RWQCB (REGION 4) PACIFIC AERO SUPPLY CORP. 1630 Wilson Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 3/22/1988 LOS ANGELES RWQCB (REGION 4) LANGLEY'S CUSTOM CABINETS 2823 Lima St. Burbank Cleanup Program Site Completed ‐ Case Closed 12/8/1987 LOS ANGELES RWQCB (REGION 4) PURIFIED DOWN PRODUCTS 2815 Winona Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 1/8/1988 LOS ANGELES RWQCB (REGION 4) INTERTEK METALLURGICAL LAB 1023 N. Victory Pl. Burbank Cleanup Program Site Completed ‐ Case Closed 2/21/1995 LOS ANGELES RWQCB (REGION 4) FILM‐KOTE INC. 4114 Vanowen St. Burbank Cleanup Program Site Completed ‐ Case Closed 10/9/1990 LOS ANGELES RWQCB (REGION 4) DWYER MANUFACTURING CO. 3329 Burton Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 1/8/1988 LOS ANGELES RWQCB (REGION 4) JEAN'S CLEANERS AND TAILORS 2903 N. Glenoaks Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/31/1994 LOS ANGELES RWQCB (REGION 4) PACAERO 2810 N. Lima St. Burbank Cleanup Program Site Completed ‐ Case Closed 1/12/1988 LOS ANGELES RWQCB (REGION 4) GLOBAL CONSUMER SERVICES, INC. 3607 W. Pacific Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 12/4/1990 LOS ANGELES RWQCB (REGION 4) MATTHEWS STUDIO EQUIPMENT, INC. 2405 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/19/1988 LOS ANGELES RWQCB (REGION 4) CITY OF BURBANK FIRE STA. 13 2244 Buena Vista Burbank Cleanup Program Site Completed ‐ Case Closed 6/30/1988 LOS ANGELES RWQCB (REGION 4) BELAS FOREIGN CAR REPAIR 2525 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 5/30/1988 LOS ANGELES RWQCB (REGION 4) DYNATROL NATIONAL CORPORATION 2937 N. Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 2/26/1988 LOS ANGELES RWQCB (REGION 4) GERHARDT GEAR COMPANY, INC. 3060 N. California St. Burbank Cleanup Program Site Completed ‐ Case Closed 2/18/1988 LOS ANGELES RWQCB (REGION 4) A.J. LEVIN CO. 3108 Valhalla Dr. Burbank Cleanup Program Site Completed ‐ Case Closed 1/18/1990 LOS ANGELES RWQCB (REGION 4) PACIFIC DESIGN COMPANY 2530 Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/6/1987 LOS ANGELES RWQCB (REGION 4) ARCO #1274 800 HOLLYWOOD WAY N BURBANK LUST Cleanup Site Completed ‐ Case Closed 5/22/1990 LOS ANGELES COUNTY UNITED #14 2500 MAGNOLIA BLVD W BURBANK LUST Cleanup Site Completed ‐ Case Closed 8/26/2015 LOS ANGELES RWQCB (REGION 4) UNOCAL #4188 2128 GLENOAKS BLVD N BURBANK LUST Cleanup Site Completed ‐ Case Closed 11/5/2001 LOS ANGELES RWQCB (REGION 4) BFIC AUTO CENTER 1617 WEST MAGNOLIA BOULEVARD BURBANK Cleanup Program Site Completed ‐ Case Closed 6/11/2013 LOS ANGELES RWQCB (REGION 4) JOHN'S MOBIL 2501 MAGNOLIA AVE W BURBANK LUST Cleanup Site Completed ‐ Case Closed 2/9/1995 BURBANK, CITY OF MOBIL GAS STATION 2501 OLIVE AVE W BURBANK LUST Cleanup Site Completed ‐ Case Closed 11/30/1995 LOS ANGELES RWQCB (REGION 4) BUILDIT ENGINEERING 3074 N. LIMA ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 9/9/2005 LOS ANGELES RWQCB (REGION 4) BURMAHTECH SERV. 700 S. FLOWER ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 1/30/1997 LOS ANGELES RWQCB (REGION 4) ALLIED SIGNAL AEROSPACE CO. 117 E. PROVIDENCIA AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 2/10/1997 LOS ANGELES RWQCB (REGION 4) RYAN HERCO PRODUCTS CORP. 2449 N. Naomi St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/17/1987 LOS ANGELES RWQCB (REGION 4) PACIFIC AIR LOGISTICS, INC. 2823 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 11/16/1987 LOS ANGELES RWQCB (REGION 4) BURBANK YAMAHA 1801 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 2/6/1989 LOS ANGELES RWQCB (REGION 4) THOUGHT FACTORY 3103 Valhalla Dr. Burbank Cleanup Program Site Completed ‐ Case Closed 1/18/1990 LOS ANGELES RWQCB (REGION 4) STUDIO STAR MOBIL 3020 OLIVE AVE W BURBANK LUST Cleanup Site Complet ed ‐ Case Closed 7/12/2007 LOS ANGELES RWQCB (REGION 4) J.T. SUPPLIES INCORPORATED 2526 N. Naomi St. Burbank Cleanup Progra m Site Completed ‐ Case Closed 11/17/1987 LOS ANGELES RWQCB (REGION 4) PINS UNLIMITED INC. 2720 Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 1/8/1988 LOS ANGELES RWQCB (REGION 4) UNITED CURRIER INCORPORATED 3220 Winona Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 12/10/1987 LOS ANGELES RWQCB (REGION 4) HANNA CAR WASH SYSTEMS 3210 Valhalla Dr. Burbank Cleanup Program Site Completed ‐ Case Closed 7/3/1992 LOS ANGELES RWQCB (REGION 4) ESTRADA HARDWARE CO., INC. 3110 Damon Way Burbank Cleanup Program Site Completed ‐ Case Closed 6/8/1990 LOS ANGELES RWQCB (REGION 4) B & I FRAME & AXLE SERVICE 2713 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/10/1989 LOS ANGELES RWQCB (REGION 4) ARA SERVICES‐MAGAZINE 2950 N. Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 6/26/1995 LOS ANGELES RWQCB (REGION 4) DAVIS MACHINING CO. 3216 Winona Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 9/8/1997 LOS ANGELES RWQCB (REGION 4) MIDAS MUFFLER SHOP 3514 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 5/21/1991 LOS ANGELES RWQCB (REGION 4) SALERNO AUTO BODY 2814 N. San Fernando Blvd. Suite B Burbank Cleanup Program Site Completed ‐ Case Closed 9/9/1991 LOS ANGELES RWQCB (REGION 4) FLANIGAN PRINTERS, INC. 2101 Floyd St. Burbank Cleanup Program Site Completed ‐ Case Closed 3/29/1988 LOS ANGELES RWQCB (REGION 4) PRECISION AUTO CARE 1411 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/8/1989 LOS ANGELES RWQCB (REGION 4) DIX INDUSTRIES 2521 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/10/1989 LOS ANGELES RWQCB (REGION 4) SWRCB - Geotracker Database
ATTACHMENT 10 -800
KENS RAPID LUBE 1417 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/8/1989 LOS ANGELES RWQCB (REGION 4) DONALD M. DAVIS & COMPANY 2920 N. Naomi St. Burbank Cleanup Program Site Completed ‐ Case Closed 3/31/1994 LOS ANGELES RWQCB (REGION 4) WRIGHT PLASTIC PRODUCTS 100 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 11/16/1990 LOS ANGELES RWQCB (REGION 4) STUDIO IMAGE 3110 Clybourn Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 8/15/1990 LOS ANGELES RWQCB (REGION 4) MULLER AUTO BODY 1617 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/22/1988 LOS ANGELES RWQCB (REGION 4) FILM CONVERTOR CO. OF AMERICA 10 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/13/1989 LOS ANGELES RWQCB (REGION 4) BURBANK PUB WKS YARD 500 FLOWER ST., SOUTH BURBANK LUST Cleanup Site Completed ‐ Case Closed 4/25/2007 BURBANK, CITY OF SUN ART PLATING CO. 1021 ISABEL ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 10/7/2005 LOS ANGELES RWQCB (REGION 4) WORLD OIL #25 2417 SAN FERNANDO BLVD N BURBANK LUST Cleanup Site Completed ‐ Case Closed 6/26/2006 LOS ANGELES RWQCB (REGION 4) ANGEL'S AUTO BODY 603 S. VICTORY BLVD. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) SHELL SERVICE STATION 550 HOLLYWOOD WAY N. BURBANK LUST Cleanup Site Completed ‐ Case Closed 6/24/2009 LOS ANGELES RWQCB (REGION 4) AEROQUIP FACILITY (FORMER) 3015 WINONA AVE BURBANK LUST Cleanup Site Completed ‐ Case Closed 8/30/1996 LOS ANGELES RWQCB (REGION 4) SEVAN GAS STATION 1638 SAN FERNANDO BLVD N BURBANK LUST Cleanup Site Completed ‐ Case Closed 3/17/2006 LOS ANGELES RWQCB (REGION 4) HYRAIL 415 N. FRONT ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) R.C. MERCER FILM PATCH 106 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/13/1989 LOS ANGELES RWQCB (REGION 4) MAX ERB INSTRUMENT COMPANY 2112 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 2/6/1989 LOS ANGELES RWQCB (REGION 4) INDUSTRIAL METAL SUPPLY 3303 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 11/16/1987 LOS ANGELES RWQCB (REGION 4) TRANS BOX 3318 Burton Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 12/10/1987 LOS ANGELES RWQCB (REGION 4) CADAM 2919 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/19/1988 LOS ANGELES RWQCB (REGION 4) KEYSTON BROTHERS 1100 Scott Rd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/22/1988 LOS ANGELES RWQCB (REGION 4) ALL‐PHASE ELECTRICAL SUPPLY CO. 2101 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/12/1988 LOS ANGELES RWQCB (REGION 4) AMERICAN HAKKO PRODUCTS 3086 N. Lima St. Burbank Cleanup Program Site Completed ‐ Case Closed 2/11/1988 LOS ANGELES RWQCB (REGION 4) A & S WROUGHT IRON CO. 2305 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/22/1988 LOS ANGELES RWQCB (REGION 4) DELTRON ENGINEERING INC. 2800 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 1/30/1997 LOS ANGELES RWQCB (REGION 4) ACCRATRONICS SEALS CORP. 2211 Kenmere Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 7/19/1996 LOS ANGELES RWQCB (REGION 4) BURBANK FIRE DEPT. #4 2305 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 1/30/1997 LOS ANGELES RWQCB (REGION 4) OHARA PUBLICATIONS, INC. 1813 N. Victory Pl. Burbank Cleanup Program Site Completed ‐ Case Closed 3/22/1988 LOS ANGELES RWQCB (REGION 4) BURBANK HIGH SCHOOL AUTO SHOP 902 N. 003rd St. Burbank Cleanup Program Site Completed ‐ Case Closed 8/9/1990 LOS ANGELES RWQCB (REGION 4) HARRY HECHTER CO. INC. 2515 Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/18/1987 LOS ANGELES RWQCB (REGION 4) AERO BELLOWS MFG. INC. 2113 Kenmere Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 3/29/1988 LOS ANGELES RWQCB (REGION 4) PACIFIC SPINNING & DRAWING 3216 Vanowen St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/13/1990 LOS ANGELES RWQCB (REGION 4) CHEVRON #9‐0839 2650 HOLLYWOOD WY N BURBANK LUST Cleanup Site Completed ‐ Case Closed 11/5/2001 LOS ANGELES RWQCB (REGION 4) ARC LITHO 110 E. VERDUGO AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) CRANE COMPANY 3000 WINONA AVE BURBANK Cleanup Program Site Completed ‐ Case Closed 3/30/2005 LOS ANGELES RWQCB (REGION 4) CAL. INSULATED WIRE & CABLE 3050 N. California St. Burbank Cleanup Program Site Completed ‐ Case Closed 5/3/1988 LOS ANGELES RWQCB (REGION 4) SIMU‐SYSTEMS TECHNOLOGIES CO. 2115 Floyd St. Burbank Cleanup Program Site Completed ‐ Case Closed 3/29/1988 LOS ANGELES RWQCB (REGION 4) BURBANK MOTOR WORKS 2208 Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 1/30/1997 LOS ANGELES RWQCB (REGION 4) JOHN FLUKE MFG. 2020 Lincoln Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/5/1988 LOS ANGELES RWQCB (REGION 4) FIDELITY MFG. CO. INC. 3120 Damon Way Burbank Cleanup Program Site Completed ‐ Case Closed 8/15/1990 LOS ANGELES RWQCB (REGION 4) 1928 JEWELRY COMPANY 1000 N. LAKE ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) JAMES G. BOONE CO. 2100 Floyd St. Burbank Cleanup Program Site Completed ‐ Case Closed 5/3/1988 LOS ANGELES RWQCB (REGION 4) N. HOLLYWOOD PRINTING 3915 Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/18/1989 LOS ANGELES RWQCB (REGION 4) RHR ENTERPRISES 2721 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 12/6/1990 LOS ANGELES RWQCB (REGION 4) BROADWAY SASH & DOOR CO. 3234 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 11/16/1987 LOS ANGELES RWQCB (REGION 4) HASKEL, INC. 100 E. GRAHAM PL. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/23/2014 LOS ANGELES RWQCB (REGION 4) OROAMERICA 443 N. VARNEY ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) ANDREW JERGEN 99 W. VERDUGO AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) NBC‐FIELD SHOP 3000 ALAMEDA AVE W BURBANK LUST Cleanup Site Completed ‐ Case Closed 5/28/2003 LOS ANGELES RWQCB (REGION 4) Ikea Property Site 725 and 805‐807 South San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/13/2018 LOS ANGELES RWQCB (REGION 4) QUEEN CITY SHELL INC. 2801 SAN FERNANDO BLVD N BURBANK LUST Cleanup Site Completed ‐ Case Closed 11/5/2001 LOS ANGELES RWQCB (REGION 4) CAMELOT PRESS 2815 LIMA ST N BURBANK LUST Cleanup Site Completed ‐ Case Closed 12/27/1996 LOS ANGELES RWQCB (REGION 4) NETWORK ART SERVICE 630 S. MARIPOSA ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) Align‐Rite International / Photronics Inc. 2422‐2428 North Ontario Street Burbank Cleanup Program Site Completed ‐ Case Closed 11/27/2013 LOS ANGELES RWQCB (REGION 4) THOMSON AUTOMOTIVE 2300 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 1/30/1997 LOS ANGELES RWQCB (REGION 4) WARNER BROS. STUDIO FAC. 4000 WARNER BLVD. BURBANK LUST Cleanup Site Completed ‐ Case Closed 7/22/2009 LOS ANGELES RWQCB (REGION 4) JAY DEE AIRCRAFT SUPPLY 2917 THORNTON AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/19/2014 LOS ANGELES RWQCB (REGION 4) WENDELIGHTING 2445 N. Naomi St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/3/1987 LOS ANGELES RWQCB (REGION 4) CALIFORNIA AUTO WORKS 3510 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/18/1989 LOS ANGELES RWQCB (REGION 4) CRYSTAL LIKE PLASTIC 2547 N. Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 9/7/1988 LOS ANGELES RWQCB (REGION 4) NEW RENAISSANCE RECORDS 2130 Floyd St. Burbank Cleanup Program Site Completed ‐ Case Closed 3/29/1988 LOS ANGELES RWQCB (REGION 4) MICRO FORM PRECISION 2317 San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/22/1988 LOS ANGELES RWQCB (REGION 4) THE DISNEY STORE, INC. 1919 N. Victory Pl. Burbank Cleanup Program Site Completed ‐ Case Closed 12/6/1990 LOS ANGELES RWQCB (REGION 4) A & M ENGINEERING 2935 Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 1/28/1988 LOS ANGELES RWQCB (REGION 4) NORMAN ENTERPRISES 2621 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/12/1988 LOS ANGELES RWQCB (REGION 4) CIRCLE WELD. MFG. CO. INC. 2609 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 11/16/1987 LOS ANGELES RWQCB (REGION 4) UNIQUE TRADING COMPANY 2619 Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/6/1987 LOS ANGELES RWQCB (REGION 4) HOWMEDICA 4535 Valerio St. Burbank Cleanup Program Site Completed ‐ Case Closed 4/27/1990 LOS ANGELES RWQCB (REGION 4) PACIFIC BELL 3001 Thornton Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 12/10/1987 LOS ANGELES RWQCB (REGION 4) GERALD L. CRAWFORD 3031 Thornton Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 8/7/1995 LOS ANGELES RWQCB (REGION 4) CLASSIC CLEANERS & SHOE REPAIR 1034 W. Alameda Burbank Cleanup Program Site Completed ‐ Case Closed 9/13/1994 LOS ANGELES RWQCB (REGION 4) BURBANK METAL SUPPLY INC. 2506 Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/16/1987 LOS ANGELES RWQCB (REGION 4) JACK & GARY AUTO CENTER 2523 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/10/1989 LOS ANGELES RWQCB (REGION 4) MEDICAL EQUIPMENT SUPPLY, INC. 3041 N. California St. Burbank Cleanup Program Site Completed ‐ Case Closed 2/18/1988 LOS ANGELES RWQCB (REGION 4) SHADES OF LIGHT 2980 N. ONTARIO ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/23/2014 LOS ANGELES RWQCB (REGION 4) NBC STUDIOS 3000 W. ALAMEDA AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 1/14/2019 LOS ANGELES RWQCB (REGION 4) TD QUILTING MACHINERY 3640 Valhalla Dr. Burbank Cleanup Program Site Completed ‐ Case Closed 1/18/1990 LOS ANGELES RWQCB (REGION 4) CHEVRON #9‐5538 923 VICTORY BLVD N BURBANK LUST Cleanup Site Completed ‐ Case Closed 8/29/1997 BURBANK, CITY OF Avibank Manufacturing 210 South Victory Boulevard Burbank Cleanup Program Site Completed ‐ Case Closed 12/26/2018 LOS ANGELES RWQCB (REGION 4) GALSWORTHY STUDIOS 4126 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 11/16/1990 LOS ANGELES RWQCB (REGION 4) UNOCAL #1188 3701 MAGNOLIA BLVD W BURBANK LUST Cleanup Site Completed ‐ Case Closed 1/12/2005 LOS ANGELES RWQCB (REGION 4) PRD INDUSTRIES 2121 Floyd St. Burbank Cleanup Program Site Completed ‐ Case Closed 3/29/1988 LOS ANGELES RWQCB (REGION 4) BURBANK WATER SKI COMPANY 1861 Victory Pl. Burbank Cleanup Program Site Completed ‐ Case Closed 5/13/1988 LOS ANGELES RWQCB (REGION 4) SAFETY SHOP INCORPORATED 3007 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/18/1989 LOS ANGELES RWQCB (REGION 4) ELECTRICAL ADVERTISING INC. 2545 Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/18/1987 LOS ANGELES RWQCB (REGION 4) L.H. METAL SPINNING INC. 3098 N. California St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/2/1997 LOS ANGELES RWQCB (REGION 4) SCREENLAND STUDIOS 3800 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 11/16/1990 LOS ANGELES RWQCB (REGION 4) ZEPCO 101 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/13/1989 LOS ANGELES RWQCB (REGION 4) MOBIL #17‐LYY 141 ALAMEDA AVE E BURBANK LUST Cleanup Site Completed ‐ Case Closed 11/26/1997 BURBANK, CITY OF PHOTO STOP 1121 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/22/1988 LOS ANGELES RWQCB (REGION 4) BOB'S AUTOMOTIVE 2716 N. California Burbank Cleanup Program Site Completed ‐ Case Closed 12/27/1996 LOS ANGELES RWQCB (REGION 4) MID VALLEY ANODIZING 3075 N. CALIFORNIA ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 11/3/2015 LOS ANGELES RWQCB (REGION 4) PSI PRODUCTS 3073 N. California St. Burbank Cleanup Program Site Completed ‐ Case Closed 4/26/1988 LOS ANGELES RWQCB (REGION 4) WALLEN GREEN COLOR LAB. 4200 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 1/28/1992 LOS ANGELES RWQCB (REGION 4) CAL‐LEAF HEALTH PRODUCTS, INC. 1840 Valpreda St. Burbank Cleanup Program Site Completed ‐ Case Closed 3/29/1988 LOS ANGELES RWQCB (REGION 4) YCM 2312 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/13/1989 LOS ANGELES RWQCB (REGION 4) AL'S AUTOMOTIVE CARE CENTER 4012 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 12/27/1996 LOS ANGELES RWQCB (REGION 4) MEDIA AVIATION 3000 N. CLYBOURN AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/23/2014 LOS ANGELES RWQCB (REGION 4) METICULOUS PRODUCTIONS 3115 W. Olive Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 1/30/1995 LOS ANGELES RWQCB (REGION 4) COPY‐R OFFICE SYSTEMS 4540 Chermak St. Burbank Cleanup Program Site Completed ‐ Case Closed 6/8/1990 LOS ANGELES RWQCB (REGION 4) NORTH LAKE STAGE 1011 N. Lake St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/27/1996 LOS ANGELES RWQCB (REGION 4) ALWAYS BETTER CLOSETS 2134 Floyd St. Burbank Cleanup Program Site Completed ‐ Case Closed 3/29/1988 LOS ANGELES RWQCB (REGION 4) ATTACHMENT 10 -801
K.L.M. WELDING INC. 2113 Kenmere Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 3/29/1988 LOS ANGELES RWQCB (REGION 4) WORTHINGTON FOUNDRY 2508 N. Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/17/1987 LOS ANGELES RWQCB (REGION 4) BOBBY'S V.W. SERVICE 1525 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/13/1989 LOS ANGELES RWQCB (REGION 4) RYAN HERCO 2509 Winona Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 3/16/1988 LOS ANGELES RWQCB (REGION 4) MEISSNER MFG. CO. INC. 3750 Cohassett St. Burbank Cleanup Program Site Completed ‐ Case Closed 6/8/1990 LOS ANGELES RWQCB (REGION 4) GENERAL MOTORS TRAINING CENTER 1105 RIVERSIDE DR. BURBANK Cleanup Program Site Completed ‐ Case Closed 8/25/1995 LOS ANGELES RWQCB (REGION 4) CITY OF BURBANK FIRE #15 1420 VERDUGO AVE W BURBANK LUST Cleanup Site Completed ‐ Case Closed 11/16/2011 BURBANK, CITY OF RICH CRAFT 2817 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/19/1988 LOS ANGELES RWQCB (REGION 4) L & M BLACK OXIDE CO. INC. 1019 VICTORY PL. BURBANK Cleanup Program Site Completed ‐ Case Closed 10/29/2014 LOS ANGELES RWQCB (REGION 4) MARTINO'S BAKERY, INC. 901 W. ALAMEDA AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 3/2/2015 LOS ANGELES RWQCB (REGION 4) UNOCAL #0881 900 BURBANK BLVD W BURBANK LUST Cleanup Site Completed ‐ Case Closed 6/20/1994 LOS ANGELES RWQCB (REGION 4) SOUND TRAX STUDIOS 2815 W. BURBANK BLVD. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/19/2014 LOS ANGELES RWQCB (REGION 4) DEVAL WOOD PRODUCTS, INC. 2900 N. Naomi St. Burbank Cleanup Program Site Completed ‐ Case Closed 2/26/1988 LOS ANGELES RWQCB (REGION 4) WILSON'S METAL EXCHANGE INC. 1062 N. Victory Pl. Burbank Cleanup Program Site Completed ‐ Case Closed 2/5/1990 LOS ANGELES RWQCB (REGION 4) GREEN, CROWE & COMPANY 3083 N. Lima St. Burbank Cleanup Program Site Completed ‐ Case Closed 2/18/1988 LOS ANGELES RWQCB (REGION 4) MARICHU INCORPORATED 20 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 1/28/1992 LOS ANGELES RWQCB (REGION 4) DE KING SCREW PRODUCTS 3330 Burton Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 3/4/1988 LOS ANGELES RWQCB (REGION 4) ASSOCIATED COMPONENTS MFG. INC. 3030 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/19/1988 LOS ANGELES RWQCB (REGION 4) G.E. GUNDERSON MANUFACTORING 2540 N. Naomi St. Burbank Cleanup Program Site Completed ‐ Case Closed 12/11/1987 LOS ANGELES RWQCB (REGION 4) COLOR HOUSE 1814 Valpreda St. Burbank Cleanup Program Site Completed ‐ Case Closed 4/12/1988 LOS ANGELES RWQCB (REGION 4) STEVEN'S GRINDING 3072 N. Lima St. Burbank Cleanup Program Site Completed ‐ Case Closed 2/11/1988 LOS ANGELES RWQCB (REGION 4) NATIONAL CAR RENTAL SYSTEM, INC. 4511 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/7/1995 LOS ANGELES RWQCB (REGION 4) ELECTRO‐DIAGNOSTIC INSTRUMENTS 3401 Winona Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 3/16/1988 LOS ANGELES RWQCB (REGION 4) G.S.M. 2940 N. Naomi St. Burbank Cleanup Program Site Completed ‐ Case Closed 2/26/1988 LOS ANGELES RWQCB (REGION 4) UNITED OIL #10 280 ALAMEDA AVE W BURBANK LUST Cleanup Site Completed ‐ Case Closed 10/28/2010 LOS ANGELES RWQCB (REGION 4) B.J. GRINDING CO. 2632 Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 9/16/1996 LOS ANGELES RWQCB (REGION 4) MAX ERB INSTRUMENT CO. 2112 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 2/6/1989 LOS ANGELES RWQCB (REGION 4) BESTO MFG. 3051 California St. Burbank Cleanup Program Site Completed ‐ Case Closed 2/18/1988 LOS ANGELES RWQCB (REGION 4) EVERGREEN CLEANERS 2436 W. Victory Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 1/29/1997 LOS ANGELES RWQCB (REGION 4) MARATHON FLIGHTRONICS 2511 Winona Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 11/16/1987 LOS ANGELES RWQCB (REGION 4) AIR HARDWARE INCORPORATED 3082 N. Lima St. Burbank Cleanup Program Site Completed ‐ Case Closed 2/11/1988 LOS ANGELES RWQCB (REGION 4) NATIONAL BROADCASTING STUDIOS 330 BOB HOPE DR. BURBANK Cleanup Program Site Completed ‐ Case Closed 4/1/2020 LOS ANGELES RWQCB (REGION 4) TYLIE JONES AND ASSOCIATES 2240 Screenland Dr. Burbank Cleanup Program Site Completed ‐ Case Closed 4/19/1990 LOS ANGELES RWQCB (REGION 4) CHIEF AUTO BODY AND PAINT 4008 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 8/25/1995 LOS ANGELES RWQCB (REGION 4) NOVACAP 2221 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/13/1995 LOS ANGELES RWQCB (REGION 4) ANTIMITE TERMITE & PEST 2320 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 2/23/1989 LOS ANGELES RWQCB (REGION 4) ISTOPE PRODUCTS CABS 2317 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/12/1988 LOS ANGELES RWQCB (REGION 4) RELIABLE AUTO REPAIRE 2346 Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/6/1987 LOS ANGELES RWQCB (REGION 4) GSP PRECISION INCORPORATED 2827 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 12/8/1987 LOS ANGELES RWQCB (REGION 4) SHELL OIL CO. 2501 Victory Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 1/30/1997 LOS ANGELES RWQCB (REGION 4) POLY‐CRAFT SYS‐DIV. OF BLINKS 3403 Pacific Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 1/17/1990 LOS ANGELES RWQCB (REGION 4) HOLLIDAY MFG. COMPANY 3018 N. Hollywood Way Burbank Cleanup Program Site Completed ‐ Case Closed 12/15/1987 LOS ANGELES RWQCB (REGION  4) LITTLE PRINCE PRODUCTIONS INC. 3809 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/18/1989 LOS ANGELES RWQCB (REGION 4) MOBIL #11‐FX4 2005 GLENOAKS BLVD N BURBANK LUST Cleanup Site Completed ‐ Case Closed 5/22/1992 BURBANK, CITY OF KBC AMERICA INC. 730 N. MARIPOSA ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 11/14/2014 LOS ANGELES RWQCB (REGION 4) BURBANK FOUNDRY INC. 3083 N. CALIFORNIA ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 8/25/1995 LOS ANGELES RWQCB (REGION 4) U.S. LABEL CORP. 3100 W.. VANOWEN ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/19/2014 LOS ANGELES RWQCB (REGION 4) VALLEY ENAMELLING CORP. 2509 ONTARIO ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/23/2014 LOS ANGELES RWQCB (REGION 4) IKEA Property Site 805 S San Fernando Boulevard Burbank Cleanup Program Site Completed ‐ Case Closed 3/13/2018 LOS ANGELES RWQCB (REGION 4) BARRY CONTROLS 2323 VALLEY STREET BURBANK Cleanup Program Site Completed ‐ Case Closed 8/28/2014 LOS ANGELES RWQCB (REGION 4) CITY OF BURBANK 5 OLIVE ST W BURBANK LUST Cleanup Site Completed ‐ Case Closed 6/30/2000 LOS ANGELES RWQCB (REGION 4) BURBANK ENVIRONMENTAL CENTER 500 FLOWER ST S BURBANK LUST Cleanup Site Completed ‐ Case Closed 7/1/2013 SWRCB BURBANK COACH WORKS INC. 515 S.. VARNEY ST.. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) THE HERTZ CORP. 4521 EMPIRE AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) MOBIL #11‐FD3 1951 HOLLYWOOD WY N BURBANK LUST Cleanup Site Completed ‐ Case Closed 11/5/2001 LOS ANGELES RWQCB (REGION 4) BARROW FABRICS INC. OF CALIF. 3520 Valhalla Dr. Burbank Cleanup Program Site Completed ‐ Case Closed 1/18/1990 LOS ANGELES RWQCB (REGION 4) WORLD OIL #12 3805 OLIVE AVE W BURBANK LUST Cleanup Site Completed ‐ Case Closed 7/23/1996 LOS ANGELES RWQCB (REGION 4) JOHANSON DIELECTRICS 3515 W. Pacific Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 1/16/1990 LOS ANGELES RWQCB (REGION 4) MIDWEST COMMUNICATION CORP. 1117 ISABEL ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) AMER. FINE ARTS FOUNDRY 2520 N.. ONTARIO ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) SOUTHERN PACIFIC TRANSPORTATION CO./RAILCHEM, INC 201 NORTH FRONT STREET BURBANK Cleanup Program Site Completed ‐ Case Closed 9/30/2015 LOS ANGELES RWQCB (REGION 4) ACE CAMERA CLINIC 3506 W. MAGNOLIA BLVD. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/19/2014 LOS ANGELES RWQCB (REGION 4) BEST CLEANERS 3425 W. Victory Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 5/18/1990 LOS ANGELES RWQCB (REGION 4) DICK CEPEK 1055 N. Victory Pl. Burbank Cleanup Program Site Completed ‐ Case Closed 3/22/1988 LOS ANGELES RWQCB (REGION 4) KOESSLER SALES CO. 2010 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/31/1989 LOS ANGELES RWQCB (REGION 4) WELCO ELECTRONICS INC. 4555 Chermak St. Burbank Cleanup Program Site Completed ‐ Case Closed 6/8/1990 LOS ANGELES RWQCB (REGION 4) CALAM MFG. CO. INC. 2820 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 12/29/1987 LOS ANGELES RWQCB (REGION 4) NEWPORT ENTERPRISES INC. 2313 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 2/16/1989 LOS ANGELES RWQCB (REGION 4) BUSY BS UPHOLSTERY 2110 Glenoaks Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/16/1988 LOS ANGELES RWQCB (REGION 4) DAV‐LO & SPACE AGE ENG'G 2521 Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 5/3/1988 LOS ANGELES RWQCB (REGION 4) ACCURATE LASER INTERNATIONAL 3310 Vanowen St. Burbank Cleanup Program Site Completed ‐ Case Closed 1/28/1992 LOS ANGELES RWQCB (REGION 4) PSI TECHNOLOGIES, INC. 3333 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 1/8/1988 LOS ANGELES RWQCB (REGION 4) MOLDING CORPORATION OF AMERICA 2701 N. Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/18/1987 LOS ANGELES RWQCB (REGION 4) INTERNATIONAL COLOR IMAGE LABS 2301 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 6/26/1995 LOS ANGELES RWQCB (REGION 4) OCEAN TECHNOLOGY, INC. 2835 N. Naomi St. Burbank Cleanup Program Site Completed ‐ Case Closed 2/7/1997 LOS ANGELES RWQCB (REGION 4) FROST INDUST. ELECT. 2430 N. Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 1/6/1988 LOS ANGELES RWQCB (REGION 4) VIKING INSULATION COMPANY 3014 Floyd St. Burbank Cleanup Program Site Completed ‐ Case Closed 2/4/1995 LOS ANGELES RWQCB (REGION 4) FLO‐SYSTEMS INCORPORATED 3010 Floyd St. Burbank Cleanup Program Site Completed ‐ Case Closed 12/8/1987 LOS ANGELES RWQCB (REGION 4) A.F. JOHNSON COMPANY, INC. 2706 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/10/1989 LOS ANGELES RWQCB (REGION 4) MIKE DUNCAN'S FOUR X DOCTOR 1031 N. Victory Pl Burbank Cleanup Program Site Completed ‐ Case Closed 6/12/1990 LOS ANGELES RWQCB (REGION 4) LOCKHEED PLANT B‐6 2801 HOLLYWOOD WY N BURBANK LUST Cleanup Site Completed ‐ Case Closed 10/30/1996 LOS ANGELES RWQCB (REGION 4) UNOCAL #1188 3701 MAGNOLIA BLVD W BURBANK LUST Cleanup Site Completed ‐ Case Closed 5/11/1998 LOS ANGELES RWQCB (REGION 4) NORMAN ENTERPRISES INC. 2601 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/12/1988 LOS ANGELES RWQCB (REGION 4) MERCURY AIR SERVICES 4331 EMPIRE AVE W BURBANK LUST Cleanup Site Completed ‐ Case Closed 11/16/2011 BURBANK, CITY OF PHOTO‐SONICS INC. 820 S. MARIPOSA ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 11/15/1991 AMERICAN INT. RENT‐A‐CAR 2820 N. Hollywood Way Burbank Cleanup Program Site Completed ‐ Case Closed 11/16/1987 LOS ANGELES RWQCB (REGION 4) STUDIO VAN & STORAGE 2901 Thornton Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 12/10/1987 LOS ANGELES RWQCB (REGION 4) PMI PROP MASTER INC 912 ISABEL ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/1995 LOS ANGELES RWQCB (REGION 4) ARTCRAFT PLATING 76 E. SANTA ANITA AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/23/2014 LOS ANGELES RWQCB (REGION 4) TECH‐GRAPHIC 315 SOUTH FLOWER STREET BURBANK Cleanup Program Site Completed ‐ Case Closed 5/17/2017 LOS ANGELES RWQCB (REGION 4) FRANK MFG. CO. 1118 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/13/1989 LOS ANGELES RWQCB (REGION 4) UNATECH MFG. AND SALES CORP. 2711 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/19/1988 LOS ANGELES RWQCB (REGION 4) SHELL 140 ALAMEDA AVE E BURBANK LUST Cleanup Site Completed ‐ Case Closed 1/28/1986 BURBANK, CITY OF SPENCE ELECTROPLATING COMPANY 1001 CHESTNUT ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 11/19/2014 LOS ANGELES RWQCB (REGION 4) AIRMOTIVE, INC. 3400 Winona Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 11/18/1987 LOS ANGELES RWQCB (REGION 4) BARRY CONTROLS 4400 Vanowen St. Burbank Cleanup Program Site Completed ‐ Case Closed 5/18/1990 LOS ANGELES RWQCB (REGION 4) WARNER BROTHER STUDIOS 4000 WARNER BLVD BURBANK LUST Cleanup Site Completed ‐ Case Closed 1/21/1998 LOS ANGELES RWQCB (REGION 4) ED & D ELECTRONICS, INC. 3110 Winona Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 12/10/1987 LOS ANGELES RWQCB (REGION 4) AUTOMOTIVE ASSOCIATES 2227 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/13/1989 LOS ANGELES RWQCB (REGION 4) BRU‐STER PRINTING CO / G.R. HUTT 1953 Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 1/2/1985 LOS ANGELES RWQCB (REGION 4) HESS RADIATOR SERVICE 3512 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/18/1989 LOS ANGELES RWQCB (REGION 4) ATTACHMENT 10 -802
HOBAK PRECISION METALS 2529 Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/16/1987 LOS ANGELES RWQCB (REGION 4) HYDRA‐ELECTRIC CO. 3151 Kenwood St. Burbank Cleanup Program Site Completed ‐ Case Closed 7/10/1997 LOS ANGELES RWQCB (REGION 4) AIRCRAFT GOVERNOR INC. 4110 Vanowen Pl. Burbank Cleanup Program Site Completed ‐ Case Closed 5/18/1990 LOS ANGELES RWQCB (REGION 4) IMPORTS UNLIMITED 2204 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 8/7/1995 LOS ANGELES RWQCB (REGION 4) FEDERAL EXPRESS 3405 Pacific Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 2/4/1992 LOS ANGELES RWQCB (REGION 4) MIYANO MACHINERY USA INC. 2907 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 12/9/1987 LOS ANGELES RWQCB (REGION 4) SAWYER PRECISION SHEET METAL 3066 N. Lima St. Burbank Cleanup Program Site Completed ‐ Case Closed 3/22/1988 LOS ANGELES RWQCB (REGION 4) MAASDAM POW'R PULL‐INC. 2212 Kenmere Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 6/7/1990 LOS ANGELES RWQCB (REGION 4) TRI‐WESTERN DATA SYSTEMS INC. 2309 San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/22/1988 LOS ANGELES RWQCB (REGION 4) FORTING LAMINATING CORP. 4114 Vanowen Pl. Burbank Cleanup Program Site Completed ‐ Case Closed 10/9/1990 LOS ANGELES RWQCB (REGION 4) RYAN HERCO PRODUCTS CORP. 2509 N. Naomi St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/17/1987 LOS ANGELES RWQCB (REGION 4) LILLY PACKING CO. 1210 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/8/1989 LOS ANGELES RWQCB (REGION 4) MONARCH ATHLETIC SUPPLY 1040 N. Victory Pl. Burbank Cleanup Program Site Completed ‐ Case Closed 5/25/1989 LOS ANGELES RWQCB (REGION 4) F & F AIR PARTS 2211 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 2/6/1989 LOS ANGELES RWQCB (REGION 4) BROWNFIELD COMPANY INC. 3062 N. Lima St. Burbank Cleanup Program Site Completed ‐ Case Closed 2/26/1988 LOS ANGELES RWQCB (REGION 4) MASTERGAGE & TOOL CO. INC. 2617 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 11/16/1987 LOS ANGELES RWQCB (REGION 4) ELECTRORENT 4514 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 10/9/1990 LOS ANGELES RWQCB (REGION 4) BUDGET RENT‐A‐CAR 2220 N. HOLLYWOOD WAY. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) MODERN ALBUM OF CALIF. 3116 Vanowen St. Burbank Cleanup Program Site Completed ‐ Case Closed 9/13/1990 LOS ANGELES RWQCB (REGION 4) QUAD COLOR 2124 Floyd St. Burbank Cleanup Program Site Completed ‐ Case Closed 5/10/1988 LOS ANGELES RWQCB (REGION 4) AVIBANK MFG., INC. 210 VICTORY BLVD S BURBANK LUST Cleanup Site Completed ‐ Case Closed 5/6/2009 BURBANK, CITY OF TOSCO S.S. #1999 1976 HOLLYWOOD WAY BURBANK LUST Cleanup Site Completed ‐ Case Closed 11/5/2001 LOS ANGELES RWQCB (REGION 4) AUTO MATTERS 2812 N. SAN FERNANDO BLVD. BURBANK Cleanup Program Site Completed ‐ Case Closed 6/16/2006 LOS ANGELES RWQCB (REGION 4) BURBANK PUBLIC SERVICE DEPT. 164 MAGNOLIA BLVD W BURBANK LUST Cleanup Site Completed ‐ Case Closed 11/16/2011 BURBANK, CITY OF LOCKHEED PLANT B‐1 17505 VICTORY PL BURBANK LUST Cleanup Site Completed ‐ Case Closed 6/29/1995 LOS ANGELES RWQCB (REGION 4) CHEVRON #9‐0839 2650 HOLLYWOOD WY N BURBANK LUST Cleanup Site Completed ‐ Case Closed 10/4/1996 LOS ANGELES RWQCB (REGION 4) ARCO #5039 201 ALAMEDA AVE W BURBANK LUST Cleanup Site Completed ‐ Case Closed 7/20/2004 LOS ANGELES RWQCB (REGION 4) SURFACE FINISHING 2501 Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 1/30/1997 LOS ANGELES RWQCB (REGION 4) FLO CONTROL 3210 Winona Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 1/6/1988 LOS ANGELES RWQCB (REGION 4) FORMER LOCKHEED PLANT B‐5 4207 EMPIRE AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 6/29/2004 LOS ANGELES RWQCB (REGION 4) CORDELL INDUST. INC. 3079 Lima St. Burbank Cleanup Program Site Completed ‐ Case Closed 9/8/1988 LOS ANGELES RWQCB (REGION 4) TONY'S AUTO REPAIR 2420 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/31/1989 LOS ANGELES RWQCB (REGION 4) ACSCO PRODUCTS, INCORPORATED 313 N. LAKE ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/19/2014 LOS ANGELES RWQCB (REGION 4) SIMCO CORPORATION 2201 Hollywood Way Burbank Cleanup Program Site Completed ‐ Case Closed 6/8/1990 LOS ANGELES RWQCB (REGION 4) INDUSTRIAL ENGRAVING CO. INC. 3808 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/18/1989 LOS ANGELES RWQCB (REGION 4) AGFA‐GEVAERT, INC. 914 N. VICTORY BLVD. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) DELTA SCIENTIFIC CORP. 2033 N. Lincoln St. Burbank Cleanup Program Site Completed ‐ Case Closed 4/5/1988 LOS ANGELES RWQCB (REGION 4) AIRLINE PARTS COMPANY INC. 3050 N. Lima St. Burbank Cleanup Program Site Completed ‐ Case Closed 2/26/1988 LOS ANGELES RWQCB (REGION 4) PRODUCTION GRIP EQUIPMENT INC. 3321 Burton Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 12/29/1987 LOS ANGELES RWQCB (REGION 4) WEST COAST ELECTRIC SALES 2802 N. Naomi St. Burbank Cleanup Program Site Completed ‐ Case Closed 2/26/1987 LOS ANGELES RWQCB (REGION 4) YCM 2316 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 5/3/1989 LOS ANGELES RWQCB (REGION 4) RUFFS AUTOMOTIVE SPECIALISTS 3711 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 5/2/1997 LOS ANGELES RWQCB (REGION 4) ROYAL DIE CASTING 1816 N. Keystone St. Burbank Cleanup Program Site Completed ‐ Case Closed 1/30/1997 LOS ANGELES RWQCB (REGION 4) EVELYN'S BEAUTY SALON 1308 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 5/25/1989 LOS ANGELES RWQCB (REGION  4) CELEBRITY CLEANERS 1121 N. San Fernando Rd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/14/1995 LOS ANGELES RWQCB (REGION 4) AMBROSE TERMITE CONTROL CO. 3402 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/18/1989 LOS ANGELES RWQCB (REGION 4) INDUSTRY SAW BLADES INC. 2811 N. Lima St. Burbank Cleanup Program Site Completed ‐ Case Closed 12/8/1987 LOS ANGELES RWQCB (REGION 4) ELECTROPEDIC 3223 Burton Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 1/12/1988 LOS ANGELES RWQCB (REGION 4) LOVIE, HAL PRINTING 2609 Wyoming Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/19/1990 LOS ANGELES RWQCB (REGION 4) MODE O'DAY 2130 Hollywood Way Burbank Cleanup Program Site Completed ‐ Case Closed 4/19/1990 LOS ANGELES RWQCB (REGION 4) CONRAD DRY CLEANER 4416 W. Victory Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 5/18/1990 LOS ANGELES RWQCB (REGION 4) ZAG MACHINING 2523 N. Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/17/1987 LOS ANGELES RWQCB (REGION 4) SOUND TRAX STUDIOS WAREHOUSE 2821 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 1/28/1992 LOS ANGELES RWQCB (REGION 4) K & L ANODIZING CORP. 1200 S. VICTORY BLVD. BURBANK Cleanup Program Site Completed ‐ Case Closed 11/6/1995 LOS ANGELES RWQCB (REGION 4) UNI‐PLATE INCORPORATED 6 W. BURBANK BLVD. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/23/2014 LOS ANGELES RWQCB (REGION 4) ANDREW JERGENS COMPANY 99 VERDUGO AVE W BURBANK LUST Cleanup Site Completed ‐ Case Closed 5/29/1996 BURBANK, CITY OF JOHN'S MOBIL 2501 MAGNOLIA BLVD W BURBANK LUST Cleanup Site Completed ‐ Case Closed 5/28/2003 LOS ANGELES RWQCB (REGION 4) Former B‐G Detection Service Facility 3071 N. Lima Street Burbank Cleanup Program Site Completed ‐ Case Closed 3/25/2013 LOS ANGELES RWQCB (REGION 4) VERADYNE CORP. 330 N. VICTORY BLVD. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) BURBANK STEEL TREATING, INC. 415 S. VARNEY ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) ROCK SOLID 801 S. MAIN ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) PREMIER DRY CLEANING 3238 N. SAN FERNANDO BLVD. BURBANK Cleanup Program Site Completed ‐ Case Closed 4/15/1988 LOS ANGELES RWQCB (REGION 4) WEBER AIRCRAFT 2820 ONTARIO ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 10/19/2019 LOS ANGELES RWQCB (REGION 4) MASTERCRAFT METAL 1010 VICTORY PL. BURBANK Cleanup Program Site Completed ‐ Case Closed 2/14/1997 LOS ANGELES RWQCB (REGION 4) SATURN FASTENERS 425 S.. VARNEY ST.. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/23/2014 LOS ANGELES RWQCB (REGION 4) THE IDEA FACTORY 1114 Burbank Blvd. Suite C Burbank Cleanup Program Site Completed ‐ Case Closed 3/31/1989 LOS ANGELES RWQCB (REGION 4) MANENTE SELF SERVE STATION 2829 N. Glenoaks Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 9/25/1989 LOS ANGELES RWQCB (REGION 4) PLASTI WARE COMPANY 1033 N. Victory Pl. Burbank Cleanup Program Site Completed ‐ Case Closed 5/25/1989 LOS ANGELES RWQCB (REGION 4) RAINBOW PUBLICATIONS INC. 1813 Victory Pl. Burbank Cleanup Program Site Completed ‐ Case Closed 3/22/1988 LOS ANGELES RWQCB (REGION 4) SYD'S ELECTRICAL COMPANY 1610 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 2/6/1989 LOS ANGELES RWQCB (REGION 4) SANDS DRAPERY INC. 4321 MAGNOLIA BLVD W BURBANK LUST Cleanup Site Completed ‐ Case Closed 7/29/1996 LOS ANGELES RWQCB (REGION 4) SIDMAR PRINTING CO. 618 Birmingham Rd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/22/1988 LOS ANGELES RWQCB (REGION 4) BERC BROADCAST EQUIPMENT CO. 4545 Chermak St. Burbank Cleanup Program Site Completed ‐ Case Closed 2/13/1991 LOS ANGELES RWQCB (REGION 4) C R SMOKE & MFG. 1448 N. Myers St. Burbank Cleanup Program Site Completed ‐ Case Closed 3/8/1989 LOS ANGELES RWQCB (REGION 4) IRVINE OPTICAL INCORPORATED 3140 Clybourn Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 6/7/1990 LOS ANGELES RWQCB (REGION 4) A& L GRAPHICO., INC. 2070 Floyd St. Burbank Cleanup Program Site Completed ‐ Case Closed 3/29/1988 LOS ANGELES RWQCB (REGION 4) MYERS CLEANERS & LAUNDRY 1907 N. Glenoaks Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/17/1995 LOS ANGELES RWQCB (REGION 4) CALTRANS‐BUENA VISTA MAINT. 2600 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 11/16/1987 LOS ANGELES RWQCB (REGION 4) IWERKS ENTERTAINMENT INC. 4540 Valerio St. Burbank Cleanup Program Site Completed ‐ Case Closed 6/14/1990 LOS ANGELES RWQCB (REGION 4) ALLEN'S #2 CLEANERS 1516 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/31/1994 LOS ANGELES RWQCB (REGION 4) LARSON SOUND CENTER 4109 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 6/7/1990 LOS ANGELES RWQCB (REGION 4) K‐BEL TOOL & MFG. CO. 2935 N. Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 2/18/1988 LOS ANGELES RWQCB (REGION 4) PERMALUSTER INC. 1844 N. Keystone St. Burbank Cleanup Program Site Completed ‐ Case Closed 4/26/1988 LOS ANGELES RWQCB (REGION 4) KENNY'S PLUMBING SUPPLY 3314 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 11/16/1987 LOS ANGELES RWQCB (REGION 4) AMERICAN FABRICATION 4200 Vanowen St. Burbank Cleanup Program Site C ompleted ‐ Case Closed 10/9/1990 LOS ANGELES RWQCB (REGION 4) WESSEL AIR CONDITIONING 3228 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 11/16/1987 LOS ANGELES RWQCB (REGION 4) BANGS MANUFACTURING 1601 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 6/6/1990 LOS ANGELES RWQCB (REGION 4) VICTORY SILK SCREEN PROCESSING 2701 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/10/1989 LOS ANGELES RWQCB (REGION 4) N B INDUSTRIES 2301 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/12/1988 LOS ANGELES RWQCB (REGION 4) ST. JOSEPH MED CTR. 501 S. BUENA VISTA ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) AERO QUALITY SALES 2821 Burton Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 1/12/1988 LOS ANGELES RWQCB (REGION 4) ARIES SUPPLY & EQUIPMENT CO. 3000 Floyd St. Burbank Cleanup Program Site Completed ‐ Case Closed 12/8/1987 LOS ANGELES RWQCB (REGION 4) OLIVE ARCO 1820 OLIVE AVE W BURBANK LUST Cleanup Site Completed ‐ Case Closed 1/31/2002 BURBANK, CITY OF FIBER RESIN CORP. 170 W. PROVIDENCIA AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/23/2014 LOS ANGELES RWQCB (REGION 4) FOTO‐KEM INDUSTRIES,INC. 2800 W. OLIVE AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 2/11/2005 LOS ANGELES RWQCB (REGION 4) TEXACO 2616 GLENOAKS BLVD N BURBANK LUST Cleanup Site Completed ‐ Case Closed 11/5/2001 LOS ANGELES RWQCB (REGION 4) Mestas Plating 108 East Prospect Avenue Burbank Cleanup Program Site Completed ‐ Case Closed 11/25/2015 LOS ANGELES RWQCB (REGION 4) BURBANK GATEWAY CENTER 0 3RD & MAGNOLIA BLVD. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/12/2014 LOS ANGELES RWQCB (REGION 4) SANDS DRAPER, INC. 4321 MAGNOLIA BLVD W BURBANK LUST Cleanup Site Completed ‐ Case Closed 5/28/2003 LOS ANGELES RWQCB (REGION 4) TRANSCORD ENTERPRISES 2890 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/19/1988 LOS ANGELES RWQCB (REGION 4) DIGILITH 2720 W. BURBANK BLVD. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/23/2003 ATTACHMENT 10 -803
CALTRON CO. 2118 Jannetta Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 3/29/1988 LOS ANGELES RWQCB (REGION 4) KONOGRAPHICS, INC. 2521 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/19/1988 LOS ANGELES RWQCB (REGION 4) ADVANCED ADVERTISING 3129 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/16/1993 LOS ANGELES RWQCB (REGION 4) MERCURY REFUELING 4513 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 1/30/1997 LOS ANGELES RWQCB (REGION 4) ADLER SCREW PRODUCTS INC. 3047 N. California St. Burbank Cleanup Program Site Completed ‐ Case Closed 7/30/1996 LOS ANGELES RWQCB (REGION 4) U.S. INSTRUMENT RENTALS 4525 Valerio St. Burbank Cleanup Program Site Completed ‐ Case Closed 12/6/1990 LOS ANGELES RWQCB (REGION 4) HURON MACHINE PRODUCTS INC. 2805 N. Glenoaks Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/16/1988 LOS ANGELES RWQCB (REGION 4) COMMUNITY AUTO BODY 300 S. LAKE ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 1/30/1997 LOS ANGELES RWQCB (REGION 4) BREMNER PRINTING 3419 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 1/18/1990 LOS ANGELES RWQCB (REGION 4) WESTERN LIGHTING INDUST. INC. 3540 Valhalla Dr. Burbank Cleanup Program Site Completed ‐ Case Closed 1/18/1990 LOS ANGELES RWQCB (REGION 4) SARQUIZ CHEVRON (FORMER MEPCO SERVICE STA.) 2501 OLIVE AVE BURBANK LUST Cleanup Site Completed ‐ Case Closed 12/22/2004 LOS ANGELES RWQCB (REGION 4) JOHANSON DIELECTRICS 3113 W. Pacific Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 2/3/1990 LOS ANGELES RWQCB (REGION 4) VISTA CLEANERS 2411 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 10/15/1997 LOS ANGELES RWQCB (REGION 4) J. PIEDMONT ADVERTISING INC. 3311 Winona Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 12/10/1987 LOS ANGELES RWQCB (REGION 4) FAIR WELDING 2523 N. Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 5/3/1988 LOS ANGELES RWQCB (REGION 4) MEDICI MARBLE & GRANITE INC. 3099 N. California St. Burbank Cleanup Program Site Completed ‐ Case Closed 2/26/1988 LOS ANGELES RWQCB (REGION 4) WILLIAMS ENGRAVING CO. 3101 Valhalla Dr. Burbank Cleanup Program Site Completed ‐ Case Closed 1/30/1997 LOS ANGELES RWQCB (REGION 4) MATTHEWS STUDIO EQUIPMENT 2015 Lincoln St. Burbank Cleanup Program Site Completed ‐ Case Closed 4/5/1988 LOS ANGELES RWQCB (REGION 4) QUALITY HEAT TREATING 3305 Burton Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 9/4/1996 LOS ANGELES RWQCB (REGION 4) UNITED TECHNOLOGIES/CARRIER 2625 Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 1/8/1988 LOS ANGELES RWQCB (REGION 4) MEDLON 3325 Glenoaks Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/31/1994 LOS ANGELES RWQCB (REGION 4) HAL LOVIE PRINTING 2609 W. Wyoming Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/19/1990 LOS ANGELES RWQCB (REGION 4) CLEMCO 2911 Winona Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 11/19/1990 LOS ANGELES RWQCB (REGION 4) OTTO SERVICE 2014 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 2/6/1989 LOS ANGELES RWQCB (REGION 4) ASII TANK FARM (SITE #1) 2761 HOLLYWOOD WAY BURBANK LUST Cleanup Site Completed ‐ Case Closed 11/5/2001 LOS ANGELES RWQCB (REGION 4) LA SIGN & GRAPHICS 100 E. VERDUGO AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/23/2014 LOS ANGELES RWQCB (REGION 4) UNITED OIL #14 2500 MAGNOLIA BLVD W BURBANK LUST Cleanup Site Completed ‐ Case Closed 10/19/1998 BURBANK, CITY OF ABBY RENTS 2333 N. VALLEY ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/23/2014 LOS ANGELES RWQCB (REGION 4) SHELL SERVICE STATION 2501 VICTORY BLVD W BURBANK LUST Cleanup Site Completed ‐ Case Closed 11/5/2001 LOS ANGELES RWQCB (REGION 4) CHEVRON #9‐610 3610 BURBANK BLVD BURBANK LUST Cleanup Site Completed ‐ Case Closed 4/30/1991 BURBANK, CITY OF Lyn‐Tron, Incorporated 3150 N. Damon Way Burbank Cleanup Program Site Completed ‐ Case Closed 12/16/2013 LOS ANGELES RWQCB (REGION 4) SCIENTIFIC CUTTING TOOLS 3012 Hollywood Way Burbank Cleanup Program Site Completed ‐ Case Closed 11/16/1987 LOS ANGELES RWQCB (REGION 4) A & T ENGINEERING 2609 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 1/12/1988 LOS ANGELES RWQCB (REGION 4) CARTERS SUPPLY INC. 2504 Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/18/1987 LOS ANGELES RWQCB (REGION 4) CHEVRON #9‐5538 923 VICTORY BLVD N BURBANK LUST Cleanup Site Completed ‐ Case Closed 11/5/2001 LOS ANGELES RWQCB (REGION 4) SAM ENTERPRISES 1834 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 2/16/1989 LOS ANGELES RWQCB (REGION 4) PARDE AUTO BROKERS 3226 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 1/30/1997 LOS ANGELES RWQCB (REGION 4) CRICKET WEST DRY CLEANERS 2320 N. Keeler St. Burbank Cleanup Program Site Completed ‐ Case Closed 7/22/1997 LOS ANGELES RWQCB (REGION 4) A.G.L. RADIATOR SERVICE 1411 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/8/1989 LOS ANGELES RWQCB (REGION 4) STUDIO SPECTRUM INCORPORATED 1056 N. Lake St. Burbank Cleanup Program Site Completed ‐ Case Closed 12/20/1989 LOS ANGELES RWQCB (REGION 4) CHEVRON #9‐610 3610 BURBANK BLVD BURBANK LUST Cleanup Site Completed ‐ Case Closed 5/16/2003 LOS ANGELES RWQCB (REGION 4) PSI 3000 N. Hollywood Way Burbank Cleanup Program Site Completed ‐ Case Closed 12/6/1990 LOS ANGELES RWQCB (REGION 4) SATELLITE RECORDS 2325 W. Victory Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/13/1989 LOS ANGELES RWQCB (REGION 4) SULLIVAN BLUTH ANIMATION 4209 Vanowen Pl. Burbank Cleanup Program Site Completed ‐ Case Closed 5/25/1990 LOS ANGELES RWQCB (REGION 4) FIVE MFG. CO. 1855 Victory Pl. Burbank Cleanup Program Site Completed ‐ Case Closed 5/3/1988 LOS ANGELES RWQCB (REGION 4) MATTHEW STUDIO EQUIPMENT, INC. 2021 N. Lincoln St. Burbank Cleanup Program Site Completed ‐ Case Closed 4/5/1988 LOS ANGELES RWQCB (REGION 4) IMPERIAL FILM SERVICES, INC. 3160 Damon Way Burbank Cleanup Program Site Completed ‐ Case Closed 6/8/1990 LOS ANGELES RWQCB (REGION 4) WALT DISNEY STUDIOS 500 SOUTH BUENA VISTA STREET BURBANK Cleanup Program Site Completed ‐ Case Closed 8/24/2012 LOS ANGELES RWQCB (REGION 4) ARTISANA SIGNS 4212 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 6/7/1990 LOS ANGELES RWQCB (REGION 4) ALLEN BOLT & INDUSTRIAL SUPPLY 1711 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 2/6/1989 LOS ANGELES RWQCB (REGION 4) HOSPITALITY CONSTRUCTION CORP. 4111 Vanowen Pl. Burbank Cleanup Program Site Completed ‐ Case Closed 4/27/1990 LOS ANGELES RWQCB (REGION 4) Top Rank Collision 163 West Magnolia Blvd Burbank Cleanup Program Site Completed ‐ Case Closed 9/12/2017 LOS ANGELES RWQCB (REGION 4) GENERAL AUTOMATION 2520 Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/16/1987 LOS ANGELES RWQCB (REGION 4) G & B ENTERPRISE METAL POL. 2520 Ontario St. Suite C‐1 Burbank Cleanup Program Site Completed ‐ Case Closed 10/22/1991 LOS ANGELES RWQCB (REGION 4) ANAHEIM PET & AQUARIUM 3314 Burton Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 12/10/1987 LOS ANGELES RWQCB (REGION 4) RAMADA INN 2900 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 8/15/1990 LOS ANGELES RWQCB (REGION 4) QUEEN CITY STEEL INCORPORATED 2636 Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/17/1987 LOS ANGELES RWQCB (REGION 4) R. SCHER & ASSOCIATES INC. 2516 Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/6/1987 LOS ANGELES RWQCB (REGION 4) CONNELL PROCESSING INC. 3080 N. AVON ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 3/27/1987 LOS ANGELES RWQCB (REGION 4) D S D AUTOMOTIVE 4212 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 1/30/1997 LOS ANGELES RWQCB (REGION 4) RAPID GAS #43 250 GLENOAKS BLVD S BURBANK LUST Cleanup Site Completed ‐ Case Closed 11/5/2010 LOS ANGELES RWQCB (REGION 4) BICO, INC. 3116 Valhalla Dr. Burbank Cleanup Program Site Completed ‐ Case Closed 6/25/1990 LOS ANGELES RWQCB (REGION 4) CALIFORNIA NATIONAL GUARD 3800 Valhalla Dr. Burbank Cleanup Program Site Completed ‐ Case Closed 12/27/1996 LOS ANGELES RWQCB (REGION 4) GTR MARBLE INC. 1102 ISABEL ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 10/23/1989 DEPARTMENT OF TOXIC SUBSTANCES CONTROL QUALITY READY MIX 1061 N. Victory Pl. Burbank Cleanup Program Site Completed ‐ Case Closed 12/27/1996 LOS ANGELES RWQCB (REGION 4) VECTOR INTERIOR CONTRACTING 2115 Kenmere Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 3/29/1988 LOS ANGELES RWQCB (REGION 4) LIGHTSTORM ENTERTAINMENT, INC. 3100 Damon Way Burbank Cleanup Program Site Completed ‐ Case Closed 8/15/1990 LOS ANGELES RWQCB (REGION 4) QUEEN CITY IRON & METAL CO. 2801 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/16/1988 LOS ANGELES RWQCB (REGION 4) JANCO CORPORATION 3111 WINONA AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 3/2/2015 LOS ANGELES RWQCB (REGION 4) LEE FILTERS 2237 HOLLYWOOD WAY. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/19/2014 LOS ANGELES RWQCB (REGION 4) HAMOUI MOBIL 349 GLENOAKS BLVD S BURBANK LUST Cleanup Site Completed ‐ Case Closed 10/30/1995 BURBANK, CITY OF LOCKHEED PLANT A‐1‐F 2555 HOLLYWOOD WY BURBANK LUST Cleanup Site Completed ‐ Case Closed 5/1/1994 LOS ANGELES RWQCB (REGION 4) AL‐SAL OIL CO #3 2421 VICTORY BLVD W BURBANK LUST Cleanup Site Completed ‐ Case Closed 10/19/1998 BURBANK, CITY OF IMAGE LABORATORIES 3611 N. SAN FERNANDO BLVD. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/31/1996 LOS ANGELES RWQCB (REGION 4) JAY‐DEE AIRCRAFT SUPPLY CO.INC 2921 THORNTON AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/19/2014 LOS ANGELES RWQCB (REGION 4) AM/PM DOOR REPAIR 80 E. SANTA ANITA AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) MOBIL #11‐FX4 2005 GLENOAKS BLVD N BURBANK LUST Cleanup Site Completed ‐ Case Closed 11/5/2001 LOS ANGELES RWQCB (REGION 4) CRE 116 PROSPECT AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) LOCKHEED A‐1 EAST, BLDG 90 3110 W. THORNTON AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 8/31/2016 LOS ANGELES RWQCB (REGION 4) EDGCOMB ENGINEERING 1112 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/31/1989 LOS ANGELES RWQCB (REGION 4) SPEC PLASTICS 2445 Winona Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 3/16/1988 LOS ANGELES RWQCB (REGION 4) KEIM PRECISION MIRRORS CORP. 2117 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/12/1988 LOS ANGELES RWQCB (REGION 4) MACH TECH, INC. 1021 N. Victory Pl. Burbank Cleanup Program Site Completed ‐ Case Closed 5/25/1989 LOS ANGELES RWQCB (REGION 4) SHELTER MEDIA COMM., INC. 2514 N. Naomi St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/17/1987 LOS ANGELES RWQCB (REGION 4) DELTA SCIENTIFIC CORP. 2031 Lincoln Ave. Burbank Cleanup Program Si te Completed ‐ Case Closed 4/5/1988 LOS ANGELES RWQCB (REGION 4) BASKIN ROBBINS 1201 S. Victory Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 1/30/1997 LOS ANGELES RWQCB (REGION 4) LEFLER MFG. & DEVELOPMENT 1845 Victory Pl. Burbank Cleanup Program Site Completed ‐ Case Closed 2/24/1995 LOS ANGELES RWQCB (REGION 4) CARTER VSP AIRPORT PARKING 2616 N. Hollywood Way Burbank Cleanup Program Site Completed ‐ Case Closed 12/11/1987 LOS ANGELES RWQCB (REGION 4) HURST LABELING SYSTEMS 3625 W. Pacific Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 12/31/1996 LOS ANGELES RWQCB (REGION 4) RASMUSSEN'S GARAGE 110 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 5/2/1990 LOS ANGELES RWQCB (REGION 4) CANNON EQUIPMENT INC. 1120, 1122 Scott Rd. Burbank Cleanup Program Site Completed ‐ Case Closed 5/3/1988 LOS ANGELES RWQCB (REGION 4) AUDIOTEK CORPORATION 2025 N. Lincoln St. Burbank Cleanup Program Site Completed ‐ Case Closed 9/6/1988 LOS ANGELES RWQCB (REGION 4) B.M. PEARCE COMPANY 107 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/13/1989 LOS ANGELES RWQCB (REGION 4) CALIFORNIA TERMITE & PEST 124 E. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 10/9/1990 LOS ANGELES RWQCB (REGION 4) SPRINGER COMPANY INTERNATIONAL 2101 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 10/12/1989 LOS ANGELES RWQCB (REGION 4) VENTS WALLPAPER & BLINDS 1509 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 5/3/1988 LOS ANGELES RWQCB (REGION 4) COLOR MEDIA 2932 N. Naomi St. Burbank Cleanup Program Site Completed ‐ Case Closed 4/27/1994 LOS ANGELES RWQCB (REGION 4) LOCKHEED PLANT A‐1 2555 HOLLYWOOD WY N BURBANK LUST Cleanup Site Completed ‐ Case Closed 5/1/1994 LOS ANGELES RWQCB (REGION 4) WESTLAND GRAPHICS 1400 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/31/1989 LOS ANGELES RWQCB (REGION 4) J & J AUTO BODY 2717 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/10/1989 LOS ANGELES RWQCB (REGION 4) SAMURAI SIGNS 1427 N. Avon St. Burbank Cleanup Program Site Completed ‐ Case Closed 10/9/1990 LOS ANGELES RWQCB (REGION 4) ATTACHMENT 10 -804
ASHMAN SERVICES 1514 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 10/2/1989 LOS ANGELES RWQCB (REGION 4) SCREEN GRAPHICS CO. INC. 3216 Valhalla Dr. Burbank Cleanup Program Site Completed ‐ Case Closed 6/11/1995 LOS ANGELES RWQCB (REGION 4) WARNER BROTHER STUDIOS 4000 WARNER BLVD BURBANK LUST Cleanup Site Completed ‐ Case Closed 5/28/2003 LOS ANGELES RWQCB (REGION 4) DIALYSIS AT HOME 4530 Chermak St. Burbank Cleanup Program Site Completed ‐ Case Closed 1/18/1990 LOS ANGELES RWQCB (REGION 4) GM SIGNS CORP. 3334 Burton Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 1/30/1997 LOS ANGELES RWQCB (REGION 4) KEYSTONE METAL PRODUCTS 2711 California St. Burbank Cleanup Program Site Completed ‐ Case Closed 1/12/1988 LOS ANGELES RWQCB (REGION 4) E.I.DUPONT DE NEMOURS & CO.INC 3300 PACIFIC AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/23/2014 LOS ANGELES RWQCB (REGION 4) CAL‐AIR PROCESSING 3014 N. HOLLYWOOD WAY. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/23/2014 LOS ANGELES RWQCB (REGION 4) PUBLIC WORKS YARD 124 LAKE ST S BURBANK LUST Cleanup Site Completed ‐ Case Closed 1/22/2013 SWRCB BOCK COMPANY 132 PROVIDENCIA AVE W BURBANK LUST Cleanup Site Completed ‐ Case Closed 10/26/2011 BURBANK, CITY OF CONNELL PROCESSING INC. 3094 N. AVON ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 3/27/1987 LOS ANGELES RWQCB (REGION 4) SUN BANK 3110 WINONA AVE BURBANK LUST Cleanup Site Completed ‐ Case Closed 11/5/2001 LOS ANGELES RWQCB (REGION 4) MOBIL 439 ALAMEDA AVE W BURBANK LUST Cleanup Site Completed ‐ Case Closed 12/16/1997 LOS ANGELES RWQCB (REGION 4) VORELCO INC. 825 N. VICTORY BLVD. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/12/1991 LOS ANGELES RWQCB (REGION 4) COMCO, INC 2151 NORTH LINCOLN STREET BURBANK Cleanup Program Site Completed ‐ Case Closed 9/22/2015 LOS ANGELES RWQCB (REGION 4) WARNER BROTHERS 3701 OAK ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/12/2014 LOS ANGELES RWQCB (REGION 4) PROCESS CONTROL LABS 2520 N. ONTARIO ST. #D BURBANK Cleanup Program Site Completed ‐ Case Closed 8/25/1995 LOS ANGELES RWQCB (REGION 4) THE PATRICK TATOPOULOS DESIGNS 1951 ONTARIO ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 8/25/1995 LOS ANGELES RWQCB (REGION 4) ROTO‐JET OF AMERICA CO., INC. 2819 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 11/16/1987 LOS ANGELES RWQCB (REGION 4) DUN‐RITE METAL REFINISHING INC. 3055 N. California St. Burbank Cleanup Program Site Completed ‐ Case Closed 3/4/1988 LOS ANGELES RWQCB (REGION 4) J & M PRODUCTS 2435 N. Naomi St. Burbank Cleanup Program Site Completed ‐ Case Closed 4/11/1988 LOS ANGELES RWQCB (REGION 4) DC AUTOCRAFT 25 E. PROVIDENCIA AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 2/14/1997 LOS ANGELES RWQCB (REGION 4) MATTHEWS STUDIO EQUIPMENT 2411 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/19/1988 LOS ANGELES RWQCB (REGION 4) NORTH HOLLYWOOD PRINTING CO. 3915 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/18/1989 LOS ANGELES RWQCB (REGION 4) CAL‐AM SWITCH & RELAY 4555 Chermak St. Burbank Cleanup Program Site Completed ‐ Case Closed 6/8/1990 LOS ANGELES RWQCB (REGION 4) THE FISHING FACTORY 2313 N. San Fernando Rd. Burbank Cleanup Program Site Completed ‐ Case Closed 10/12/1989 LOS ANGELES RWQCB (REGION 4) LAAGCO SALES 2930 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 11/23/1992 LOS ANGELES RWQCB (REGION 4) CHEN ENGINEERING & SERVICES 3540 Valhalla Dr. Burbank Cleanup Program Site Completed ‐ Case Closed 1/18/1990 LOS ANGELES RWQCB (REGION 4) DE KING INC. CO. 3326 Burton Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 2/27/1998 LOS ANGELES RWQCB (REGION 4) FAUCI & SON, INC. 2310 W. Victory Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 5/3/1989 LOS ANGELES RWQCB (REGION 4) DICKS GERMAN CAR SERVICE INC. 1819 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/7/1995 LOS ANGELES RWQCB (REGION 4) PALM CLEANERS 2212 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 2/16/1989 LOS ANGELES RWQCB (REGION 4) R.C. PROVISION 1016 Victory Pl. Burbank Cleanup Program Site Completed ‐ Case Closed 12/27/1996 LOS ANGELES RWQCB (REGION 4) JIM & DOUG CARTER'S AUTOMOTIVE 2612 N. Hollywood Way Burbank Cleanup Program Site Completed ‐ Case Closed 12/11/1987 LOS ANGELES RWQCB (REGION 4) BURBANK TIRE SUPPLY 1313 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 2/6/1989 LOS ANGELES RWQCB (REGION 4) 3M 3130 Damon Way Burbank Cleanup Program Site Completed ‐ Case Closed 12/4/1990 LOS ANGELES RWQCB (REGION 4) ILONA DRAPERIES, INC. 3130 Clybourn Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 6/7/1990 LOS ANGELES RWQCB (REGION 4) VALENTINE CLEANERS 2300 W. Victory Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 5/3/1989 LOS ANGELES RWQCB (REGION 4) EMPIRE STEEL TREATING 1627 Maria St. Burbank Cleanup Program Site Completed ‐ Case Closed 6/30/1988 LOS ANGELES RWQCB (REGION 4) STRANG MACHINE SHOP 1124 Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 2/23/1989 LOS ANGELES RWQCB (REGION 4) BUCONE CORP. 1017 N. Lake St. Burbank Cleanup Program Site Completed ‐ Case Closed 10/4/1989 LOS ANGELES RWQCB (REGION 4) WEBER AIRCRAFT 2820 ONTARIO ST BURBANK LUST Cleanup Site Completed ‐ Case Closed 8/18/1987 LOS ANGELES RWQCB (REGION 4) FRANK STUBBS CO. INC. 4518 Vanowen St. Burbank Cleanup Program Site Completed ‐ Case Closed 10/9/1990 LOS ANGELES RWQCB (REGION 4) BURBANK AIRPORT HILTON 2500 Hollywood Way Burbank Cleanup Program S ite Completed ‐ Case Closed 4/27/1990 LOS ANGELES RWQCB (REGION 4) CANDLELIGHT PRESS 2443 N. Naomi St. Burbank Cleanup Program Site Completed ‐ Case Closed 3/4/1988 LOS ANGELES RWQCB (REGION 4) TEXON SERVICE CENTER 249 GLENOAKS BLVD S BURBANK LUST Cleanup Site Completed ‐ Case Closed 9/26/1996 BURBANK, CITY OF STERLING TIRE 201 001ST ST N BURBANK LUST Cleanup Site Completed ‐ Case Closed 11/19/1997 LOS ANGELES RWQCB (REGION 4) COLOR HOUSE 1919 W. Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/12/1988 LOS ANGELES RWQCB (REGION 4) OLYMPIC RENT‐A‐CAR 3317 Burton Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 12/30/1987 LOS ANGELES RWQCB (REGION 4) PRO WEST AUTOMOTIVE 1800 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/13/1998 LOS ANGELES RWQCB (REGION 4) CANTEBURY TERMITE & PEST CONTROL 1048 N. Lake St. Burbank Cleanup Program Site Completed ‐ Case Closed 9/14/1989 LOS ANGELES RWQCB (REGION 4) SPENCE ELECTROPLATING 917 W. CHESTNUT ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 11/14/2014 RSD 715 S. FLOWER ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) ADB INDUSTRIES 2523 NORTH ONTARIO STREET BURBANK Cleanup Program Site Completed ‐ Case Closed 8/26/2014 LOS ANGELES RWQCB (REGION 4) AL‐SAL OIL CO #3 2421 VICTORY BLVD W BURBANK LUST Cleanup Site Completed ‐ Case Closed 11/5/2001 LOS ANGELES RWQCB (REGION 4) SHELL #204‐1026‐0101 181 ALAMEDA AVE W BURBANK LUST Cleanup Site Completed ‐ Case Closed 7/19/2017 LOS ANGELES RWQCB (REGION 4) SHINE JEWELRY MFG. 116 E. ALAMEDA AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 9/28/2004 LOS ANGELES RWQCB (REGION 4) GRAFICS WEST/DON AULD & SONS 4304 W. VICTORY BLVD. BURBANK Cleanup Program Site Completed ‐ Case Closed 8/25/1995 LOS ANGELES RWQCB (REGION 4) L & M EDITORIAL 222 W. PALM AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/23/2014 LOS ANGELES RWQCB (REGION 4) LA FILMCO 2080 Floyd St. Burbank Cleanup Program Site Completed ‐ Case Closed 3/29/1988 LOS ANGELES RWQCB (REGION 4) 3 R WOOD DISIGN INC. 1116 S. VARNEY ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 7/27/2009 LOS ANGELES RWQCB (REGION 4) BONDED SERVICES 3205 BURTON AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 10/29/2014 LOS ANGELES RWQCB (REGION 4) BUILD REHAB INDUSTRIES 2205 Hollywood Way Burbank Cleanup Program Site Completed ‐ Case Closed 4/19/1990 LOS ANGELES RWQCB (REGION 4) MOLDING CORP. OF AMERICA 2840 N. Lima St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/18/1987 LOS ANGELES RWQCB (REGION 4) FOUR MEDIA COMPANY 2813 W. Alameda Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 5/19/1998 LOS ANGELES RWQCB (REGION 4) COLOR WEST 2228 Hollywood Way Burbank Cleanup Program Site Completed ‐ Case Closed 6/8/1990 LOS ANGELES RWQCB (REGION 4) G & M GRINDING CO. 1025 N. Lake St. Burbank Cleanup Program Site Completed ‐ Case Closed 9/14/1989 LOS ANGELES RWQCB (REGION 4) STATE PAINT CO. 3920 W. MAGNOLIA BLVD. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) Burbank Water and Power 164 W Magnolia Blvd Burbank LUST Cleanup Site Completed ‐ Case Closed 8/6/2009 BURBANK, CITY OF DIMON INDUSTRIES 3001 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/16/1988 LOS ANGELES RWQCB (REGION 4) PAGLIUSO ENGINEERING 3307 N. Glenoaks Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/11/1997 LOS ANGELES RWQCB (REGION 4) NEW WORLD PUBLICATIONS 2808 N. Naomi St. Burbank Cleanup Program Site Completed ‐ Case Closed 4/26/1988 LOS ANGELES RWQCB (REGION 4) AERO COMPONENT ENGINEERING CO. 1810 N. Keystone St. Burbank Cleanup Program Site Completed ‐ Case Closed 3/29/1988 LOS ANGELES RWQCB (REGION 4) BURBANK UNIFIED SCHOOL DISTRIC 501 SHELTON ST S BURBANK LUST Cleanup Site Completed ‐ Case Closed 12/29/1989 LOS ANGELES COUNTY LYN‐TRON 3140 Damon Way Burbank Cleanup Program Site Completed ‐ Case Closed 3/16/1993 LOS ANGELES RWQCB (REGION 4) PIONEER TECHNOLOGY CORPORATION 1021 N. Lake St. CA Cleanup Program Site Completed ‐ Case Closed 9/14/1989 LOS ANGELES RWQCB (REGION 4) CAL‐WIRE PRECISION METAL 2801 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/19/1988 LOS ANGELES RWQCB (REGION 4) MIYANO MACHINERY USA INC. 2831 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 12/9/1987 LOS ANGELES RWQCB (REGION 4) BURBANK SOUND 1321 W. MAGNOLIA BLVD. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) BRANCH MACHINE PARTS, INC. 2419 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/12/1988 LOS ANGELES RWQCB (REGION 4) BRANCH GRINDING CORP. 2417 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 12/20/1988 LOS ANGELES RWQCB (REGION 4) ALUMTREAT, INC. 2905 Winona Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 12/8/1997 LOS ANGELES RWQCB (REGION 4) ULTRAMARE AVIATION USA, INC. 3088 Clybourn Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 6/8/1990 LOS ANGELES RWQCB (REGION 4) PAUL HOPPENFELD DISPLAY INC. 3120 Clybourn Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 6/7/1990 LOS ANGELES RWQCB (REGION 4) CAPTIVE AIR INCORPORATED 2909 Thornton Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 1/12/1988 LOS ANGELES RWQCB (REGION 4) VIC'S AUTO REPAIR 1403 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 5/3/1989 LOS ANGELES RWQCB (REGION 4) I.K. CURTIS SERVICES INC. 2907 Empire Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 4/12/1988 LOS ANGELES RWQCB (REGION 4) MR. CLEAN DRYCLEANING SERVICE 2318 W. Burbank Blvd. Burbank Cleanup  Program Site Completed ‐ Case Closed 4/13/1989 LOS ANGELES RWQCB (REGION 4) CITY OF BURBANK PW YARD 124 LAKE ST S BURBANK LUST Cleanup Site Completed ‐ Case Closed 9/4/1998 BURBANK, CITY OF 2 L SCREEN PRINTING CO. 2513 Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 9/17/1996 LOS ANGELES RWQCB (REGION 4) CHESYSTEMS 2150 N. LINCOLN ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) BUCY DIE CASTING CORP. 633 S. GLENWOOD PL. BURBANK Cleanup Program Site Completed ‐ Case Closed 11/14/2014 LOS ANGELES RWQCB (REGION 4) 1928 JEWELRY COMPANY 3000 W.. EMPIRE AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/23/2014 LOS ANGELES RWQCB (REGION 4) AJC ENTERPRISES 731 S. GLENWOOD PL. BURBANK Cleanup Program Site Completed ‐ Case Closed 1/30/1997 LOS ANGELES RWQCB (REGION 4) TECHNIBILT CORPORATION 1 WEST ALAMEDA AVENUE BURBANK Cleanup Program Site Completed ‐ Case Closed 7/14/2014 LOS ANGELES RWQCB (REGION 4) AMERIFLIGHT, INC. 4700 EMPIRE AVE BURBANK LUST Cleanup Site Completed ‐ Case Closed 12/15/1992 BURBANK, CITY OF SPACE‐LOK 2526 NORTH ONTARIO STREET BURBANK Cleanup Program Site Completed ‐ Case Closed 10/21/2015 LOS ANGELES RWQCB (REGION 4) CALIFORNIA COAST COLOR 1121 ISABEL ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/22/2014 LOS ANGELES RWQCB (REGION 4) ARTISTS & SCULPTORS FOUNDRY 825 N. LAKE ST. BURBANK Cleanup Program Site Completed ‐ Case Closed 1/30/1997 LOS ANGELES RWQCB (REGION 4) JAY MANUFACTURING CO. 3098 N. Lima St. Burbank Cleanup Program Site Completed ‐ Case Closed 12/11/1988 LOS ANGELES RWQCB (REGION 4) BUCCANEER ENTERPRISES 3020 N. Hollywood Way Burbank Cleanup Program Site Completed ‐ Case Closed 11/16/1987 LOS ANGELES RWQCB (REGION 4) ATTACHMENT 10 -805
CAPTIVE AIR 2919 Thornton Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 1/12/1988 LOS ANGELES RWQCB (REGION 4) VILLA DI ROMA CREATIONS, INC. 1060 N. Lake St. Burbank Cleanup Program Site Completed ‐ Case Closed 9/14/1989 LOS ANGELES RWQCB (REGION 4) HEYWOOD & HEYWOOD PRINTING 2023 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 2/16/1989 LOS ANGELES RWQCB (REGION 4) BURBANK TOOL GRINDING SERVICE 1613 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/8/1989 LOS ANGELES RWQCB (REGION 4) REX CLEANERS 1212 N. San Fernando Rd. Burbank Cleanup Program Site Completed ‐ Case Closed 10/9/1996 LOS ANGELES RWQCB (REGION 4) PROVENZANO CERAMICS 3210 Vanowen St. Burbank Cleanup Program Site Completed ‐ Case Closed 7/29/1998 LOS ANGELES RWQCB (REGION 4) AMERICAN INDUSTRIAL SUPPLY 4514 Vanowen St. Burbank Cleanup Program Site Completed ‐ Case Closed 10/9/1991 LOS ANGELES RWQCB (REGION 4) ADVANCES SEMICONDUCTOR PROD. 2601 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 11/16/1987 LOS ANGELES RWQCB (REGION 4) AMERIFLIGHT 4700 Empire Ave. Suite 1 Burbank Cleanup Program Site Completed ‐ Case Closed 8/16/1995 LOS ANGELES RWQCB (REGION 4) G.W. BANDY INCORPORATED 3086 N. Avon St. Burbank Cleanup Program Site Completed ‐ Case Closed 7/18/1988 LOS ANGELES RWQCB (REGION 4) FROST INDUSTRIAL ELECTRICAL CO. 2500 Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 1/6/1988 LOS ANGELES RWQCB (REGION 4) BURBANK METAL SUPPLY 3207 N. San Fernando Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 11/16/1987 LOS ANGELES RWQCB (REGION 4) BURBANK DENTAL LABORATORY 1804 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 5/3/1989 LOS ANGELES RWQCB (REGION 4) CARDONA MFG. 1869 Victory Pl. Burbank Cleanup Program Site Completed ‐ Case Closed 12/27/1996 LOS ANGELES RWQCB (REGION 4) AUDIBLE SYSTEM 1631 Maria St. Burbank Cleanup Program Site Completed ‐ Case Closed 3/29/1988 LOS ANGELES RWQCB (REGION 4) HYDRODYNE DIVISION/FPI INC. 3125 Damon Way Burbank Cleanup Program Site Completed ‐ Case Closed 3/26/1993 LOS ANGELES RWQCB (REGION 4) NELSON AEROSPACE INCORPORATED 1037 N. Victory Pl. Burbank Cleanup Program Site Completed ‐ Case Closed 3/22/1988 LOS ANGELES RWQCB (REGION 4) OBERON SYSTEM, INC. 3815 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 4/18/1989 LOS ANGELES RWQCB (REGION 4) VISION SYSTEMS 3099 N. Lima St. Burbank Cleanup Program Site Completed ‐ Case Closed 2/11/1988 LOS ANGELES RWQCB (REGION 4) SCHMID INSULATION 2909 Thornton Ave. Burbank Cleanup Program Site Completed ‐ Case Closed 12/29/1987 LOS ANGELES RWQCB (REGION 4) VCC 2514 Ontario St. Burbank Cleanup Program Site Completed ‐ Case Closed 11/17/1987 LOS ANGELES RWQCB (REGION 4) SHELL (TEXACO FOOD MART #0251) 400 VICTORY BLVD N BURBANK LUST Cleanup Site Completed ‐ Case Closed 3/25/2009 LOS ANGELES RWQCB (REGION 4) OCEAN TECHNOLOGY INC 2835 NAOMI ST N BURBANK LUST Cleanup Site Completed ‐ Case Closed 2/11/1997 LOS ANGELES RWQCB (REGION 4) PREMIER CLEANERS (FORMER) 2708 NORTH HOLLYWOOD WAY BURBANK Cleanup Program Site Completed ‐ Case Closed 4/28/2011 LOS ANGELES RWQCB (REGION 4) MERSOLA PROPERTY 70 E. VERDUGO AVE. BURBANK Cleanup Program Site Completed ‐ Case Closed 12/23/2003 LOS ANGELES RWQCB (REGION 4) BURBANK FIRE STATION #11 353 OLIVE AVE E Burbank LUST Cleanup Site Completed ‐ Case Closed 3/10/2000 BURBANK, CITY OF BOB'S AUTOMOTIVE 2716 N. California St. Burbank Cleanup Program Site Completed ‐ Case Closed 1/12/1988 LOS ANGELES RWQCB (REGION 4) PRESTIGE WOOD PRODUCTS INC. 3087 N. California St. Burbank Cleanup Program Site Completed ‐ Case Closed 2/18/1988 LOS ANGELES RWQCB (REGION 4) EVANS EXTERMINATING CO., INC. 1616 W. Burbank Blvd. Burbank Cleanup Program Site Completed ‐ Case Closed 3/8/1989 LOS ANGELES RWQCB (REGION 4) MULTI‐LAB INC. 1633 Maria St. Burbank Cleanup Program Site Completed ‐ Case Closed 5/3/1988 LOS ANGELES RWQCB (REGION 4) ATTACHMENT 10 -806
FACILITY_I BUSINESS NAME ADDRESS CITY PERMITTING
LACoFA0046000 THE BURBANK STUDIO 3000 W Alameda Ave Unit 130 Burbank Los Angeles County Fire Department LACoFA0002069 CF BURBANK OFFICE LP C/O TRANSWESTERN 2901 W Alameda Ave. Burbank Los Angeles County Fire Department 675 UNITED #110 280 W Alameda Ave Burbank Los Angeles County Fire Department LACoFA0009834 WALT DISNEY PICTURES & TV 2139 W EMPIRE AVE BURBANK Los Angeles County Fire Department 365 Magnolia Park SKN Gasoline Inc 3701 W Magnolia Blvd Burbank Los Angeles County Fire Department 357 UNITED #114 2500 W MAGNOLIA BLVD BURBANK Los Angeles County Fire Department 553 BURBANK FIRE STATION 13 2713 THORNTON AVE BURBANK Los Angeles County Fire Department 228 SHELL #135108 (SALTON SHELL) 550 N HOLLYWOOD WAY BURBANK Los Angeles County Fire Department LACoFA0011090 BURRTEC WASTE INDUSTRIES, INC 500 S FLOWER ST BURBANK Los Angeles County Fire Department 203 Naphtha, Inc. 2616 N GLENOAKS BLVD # A BURBANK Los Angeles County Fire Department 225 Burbank Union 76 200 N HOLLYWOOD WAY BURBANK Los Angeles County Fire Department 246 LOGIX FEDERAL CREDIT UNION 2340 N HOLLYWOOD WA Y BURBANK Los Angeles County Fire Department LACoFA0012725 G&M OIL CO #73 100 S GLENOAKS BLVD BURBANK Los Angeles County Fire Department LACoFA0019130 UNITED RENTALS #408 203 W OLIVE AVE BURBANK Los Angeles County Fire Department LACoFA0019163 STUDIO STAR MOBIL 3020 W OLIVE AVE BURBANK Los Angeles County Fire Department 999 BURBANK FIRE STATION 11 311 E ORANGE GROVE AVE BURBANK Los Angeles County Fire Department 14 FUEL DEPOT 1919 W ALAMEDA AVE BURBANK Los Angeles County Fire Department 421 BUSINESS ARTS PLAZA INC 3601 W OLIVE AVE BURBANK Los Angeles County Fire Department LACoFA0022061 Studio Plaza Building 3400 RIVERSIDE DR BURBANK Los Angeles County Fire Department 640 United Pacific 0638 2421 W VICTORY BLVD BURBANK Los Angeles County Fire Department 508 Armag Oil Inc #3 1638 N San Fernando Blvd Burbank Los Angeles County Fire Department LACoAR0023251 WORLD OIL MARKETING CO #25 2417 N SAN FERNANDO BLVD BURBANK Los Angeles County Fire Department 555 AT&T California ‐ K3123 3001 Thornton Ave Burbank Los Angeles County Fire Department 174 BURBANK RECYCLE CENTER 500 S Flower St # A Burbank Los Angeles County Fire Department LACoFA0012700 BURBANK OIL COMPANY, INC. 349 S GLENOAKS BLVD BURBANK Los Angeles County Fire Department 21 TOWER BURBANK OWNER, LLC 3900 W Alameda Ave Ste 100 Burbank Los Angeles County Fire Department 589 BURBANK FIRE STATION 15 1420 W VERDUGO AVE BURBANK Los Angeles County Fire Department 9 CHEVRON 439 W ALAMEDA AVE BURBANK Los Angeles County Fire Department 26 BURBANK FIRE STATION 16 1600 N BEL AIRE DR BURBANK Los Angeles County Fire Department 205 Universal Service Station Inc 2005 N GLENOAKS BLVD BURBANK Los Angeles County Fire Department 674 UNITED #143 250 S GLENOAKS BLVD # B BURBANK Los Angeles County Fire Department 605 MAGNOLIA PARK SCS GASOLINE LCC 341 N VICTORY BLVD BURBANK Los Angeles County Fire Department 238 Rhys Tilleys Union 76 1401 N HOLLYWOOD WA
Y BURBANK Los Angeles County Fire Department
230 AVIMAX 800 N Hollywood Way Burbank Los Angeles County Fire Department 295 PUBLIC WORKS 124 S LAKE ST BURBANK Los Angeles County Fire Department 663 Contract Services Administration Trust Fund Building 2710  WINONA AVE BURBANK Los Angeles County Fire Department 5 SMOG PROS 201 W ALAMEDA AVE BURBANK Los Angeles County Fire Department LACoFA0016866 BURBANK WATER AND POWER 164 W Magnolia Blvd Burbank Los Angeles County Fire Department 18 NBC WEST LLC 3000 W ALAMEDA AVE BURBANK Los Angeles County Fire Department 33 Providence St Joseph Medical Center 501 S Buena Vista ST Burbank Los Angeles County Fire Department 61 BURBANK FIRE STATION 14 2305 W BURBANK BLVD BURBANK Los Angeles County Fire Department 164 Hertz Rent‐A‐Car (1102‐11A) 4521 EMPIRE AVE BURBANK Los Angeles County Fire Department 496 CHUCK MERCIER'S UNION 76 901 N SAN FERNANDO BLVD BURBANK Los Angeles County Fire Department 186 CARMAX #7126 1000 S FLOWER S
T BURBANK Los Angeles County Fire Department
LACoFA0009842 ALAMO RENT A CAR 4529 W EMPIRE AVE BURBANK Los Angeles County Fire Department LACoFA0006014 DISNEY ENTERPRISES, INC 500 S BUENA VISTA ST BURBANK Los Angeles County Fire Department LACoFA0002074 TESORO (SHELL) 68509 181 W ALAMEDA AVE BURBANK Los Angeles County Fire Department LACoFA0028280 AE COM 1705 N VICTORY PL BURBANK Los Angeles County Fire Department 602 TESORO (SHELL) 68507 400 N VICTORY BLVD BURBANK Los Angeles County Fire Department LACoFA0040639 THE POINTE 2900 W ALAMEDA AVE # 100 BURBANK Los Angeles County Fire Department 80 HWB AUTO DETAIL & WASH INC. 3600 W BURBANK BLVD BURBANK Los Angeles County Fire Department LACoFA0042730 DR SMOG N LUBE 3701 W MAGNOLIA BLVD # 1 BURBANK Los Angeles County Fire Department 658 DEBELL GOLF COURSE 1155 WALNUT AVE BURBANK Los Angeles County Fire Department 171 PENHALL COMPANY 255 S FLOWER ST BURBANK Los Angeles County Fire Department 239 Shawkat & Rima Inc. 1951 N HOLLYWOOD WA
Y BURBANK Los Angeles County Fire Department
229 BURBANK FIRE STATION 12 644 N HOLLYWOOD WA Y BURBANK Los Angeles County Fire Department LACoFA0013825 FAA ‐ BUR ATCT 2821 N HOLLYWOOD WA Y BURBANK Los Angeles County Fire Department 296 BURBANK CITY PARKS 126 S Lake St Burbank Los Angeles County Fire Department AR0043504 AT&T California ‐ K3100 280 E Palm Ave Burbank Los Angeles County Fire Department 670 ENTERPRISE RENT‐A‐CAR 3220 WINONA AVE BURBANK Los Angeles County Fire Department SWRCB - Geotracker Database UST
ATTACHMENT 10 -807
LACoFA0022063 MEDIA CENTER CHEVRON 3701 W RIVERSIDE DR BURBANK Los Angeles County Fire Department 535 Costco Wholesale #677 (Gas Station) 1041 W Burbank Blvd Burbank Los Angeles County Fire Department 165 AVIS Rent a Car System, LLC 4527 EMPIRE AVE Burbank Los Angeles County Fire Department 694 Sprint Burbank POP CABRBB 100 S FLOWER ST # A BURBANK Los Angeles County Fire Department 690 G&M OIL CO., #74 140 E ALAMEDA AVE Burbank Los Angeles County Fire Department 691 Chevron (G&M #75) 2501 W OLIVE AVE Burbank Los Angeles County Fire Department 661 Warner Bros. Studio Facilities 4000 WARNER BLVD BURBANK Los Angeles County Fire Department 106 Sprint Burbank Switch CABRBA 3099 N CALIFORNIA ST BURBANK Los Angeles County Fire Department LACoFA0019164 3500 PARTNERS LLC 3500 W Olive Ave Ste 101 Burbank Los Angeles County Fire Department LACoFA0047248 AvAirPros Services 2501 N Hollywood Way Burbank Los Angeles County Fire Department ATTACHMENT 10 -808
Appendix G
Noise and Vibration Calculations
ATTACHMENT 10 -809
Roadway Construction Noise Model (RCNM),Version 1.1
Report date:             11/03/2021
Case Description:        Burbank Housing Element
**** Receptor #1 ****
Baselines (dBA)
Description                  Land Use        Daytime    Evening    Night ‐‐‐‐‐‐‐‐‐‐‐                  ‐‐‐‐‐‐‐‐        ‐‐‐‐‐‐‐    ‐‐‐‐‐‐‐    ‐‐‐‐‐ 50 Feet from Construction    Residential        65.0       65.0     65.0 Equipment
‐‐‐‐‐‐‐‐‐
Spec    Actual    Receptor    Estimated
Impact  Usage    Lmax    Lmax      Distance    Shielding Description   Device   (%)     (dBA)   (dBA)      (feet)       (dBA) ‐‐‐‐‐‐‐‐‐‐‐   ‐‐‐‐‐‐  ‐‐‐‐‐    ‐‐‐‐‐   ‐‐‐‐‐     ‐‐‐‐‐‐‐‐    ‐‐‐‐‐‐‐‐‐ Excavator         No     40             80.7         50.0          0.0 Dozer             No     40             81.7         50.0          0.0 Jackhammer       Yes     20             88.9         50.0          0.0

Results
‐‐‐‐‐‐‐
Noise Limits (dBA)
Noise Limit Exceedance (dBA)

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
Calculated (dBA)         Day           Evening
Night              Day           Evening          Night ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐   ‐‐‐‐‐‐‐‐‐‐‐‐‐
‐‐‐‐‐‐‐‐‐‐‐‐‐‐    ‐‐‐‐‐‐‐‐‐‐‐‐‐‐  ‐‐‐‐‐‐‐‐‐‐‐‐‐‐  ‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐ Equipment                  Lmax    Leq        Lmax    Leq     Lmax    Leq     Lmax Leq       Lmax    Leq     Lmax    Leq     Lmax    Leq
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐  ‐‐‐‐‐‐  ‐‐‐‐‐‐     ‐‐‐‐‐‐  ‐‐‐‐‐‐  ‐‐‐‐‐‐  ‐‐‐‐‐‐  ‐‐‐‐‐‐ ‐‐‐‐‐‐    ‐‐‐‐‐‐  ‐‐‐‐‐‐  ‐‐‐‐‐‐  ‐‐‐‐‐‐  ‐‐‐‐‐‐  ‐‐‐‐‐‐ Excavator                 80.7    76.7        N/A     N/A     N/A     N/A     N/A N/A       N/A     N/A     N/A     N/A     N/A     N/A
Dozer                     81.7    77.7        N/A     N/A     N/A     N/A     N/A N/A       N/A     N/A     N/A     N/A     N/A     N/A
Jackhammer                88.9    81.9        N/A     N/A     N/A     N/A     N/A N/A       N/A     N/A     N/A     N/A     N/A     N/A
Total      88.9    84.2        N/A     N/A     N/A     N/A     N/A N/A       N/A     N/A     N/A     N/A     N/A     N/A
ATTACHMENT 10 -810
Vref 1E-06
Crest Factor (PPV/RMS) 4
Soil Type
(Choice: default, hard, or sands) default
n value 1.1

0.644 112 0.398 25

0.17 105 0.178 25

0.21 94 0.050 25

0.089 87 0.022 25

0.089 87 0.022 25

0.089 87 0.022 25

0.076 83 0.014 25

0.035 79 0.009 25

0.003 58 0.001 25
25 0.6440 112 0.398
25 0.1700 105 0.178
25 0.2100 94 0.050
25 0.0890 87 0.022
25 0.0890 87 0.022
25 0.0890 87 0.022
25 0.0760 83 0.014
25 0.0350 79 0.009
25 0.0030 58 0.001

0.100 PPV 72.0 VdB 0.0080 RMS
136 1645 872
40 791 419
49 250 133
22 120 64
22 120 64
22 120 64
19 79 42
10 52 28
1 6 3
Notes
Groundborne Noise and Vibration Modeling
Sources
Vibratory Roller
Vibration Level at Receiver
Jack hammer
Small bulldozer
Large bulldozer
Caisson drilling
Loaded trucks
Jack hammer
Small bulldozer
Vibration Contours
Equipment
Distance to (feet)
Distance
(feet)
PPVx
(in/sec) Equipment
Lvx
(VdB)
RMSx
(in/sec)
Caisson drilling
Impact Pile Driver
Loaded trucks
Jack hammer
Caisson drilling
Loaded trucks
California Department of Transportation (Caltrans). 2020. Transportation and Construction Vibration Guidance Manual. April 2020. Available at: https://dot.ca.gov/-/media/dot- media/programs/environmental-analysis/documents/env/tcvgm-apr2020-a11y.pdf Federal Transit Administration (FTA). 2018. Transit Noise and Vibration Imapact Assessment Manual. September 2018. Available at:
https://www.transit.dot.gov/sites/fta.dot.gov/files/docs/research-innovation/118131/transit- noise-and-vibration-impact-assessment-manual-fta-report-no-0123_0.pdf Sonic Pile Driver
The reference distance is measured from the nearest anticipated point of construction equipment to the nearest structure. Last Updated: 09/29/2021
Variables
Small bulldozer
Reference Level Inputs
Equipment
PPVref
(in/sec)
Lvref
(VdB)
RMSref
(in/sec)
Reference
Distance
Vibratory Roller
Hoe Ram
Hoe Ram
Large bulldozer
Impact Pile Driver
Sonic Pile Driver
Sonic Pile Driver
Impact Pile Driver
Vibratory Roller
Hoe Ram
Large bulldozer
ATTACHMENT 10 -811
Vref 1E-06
Crest Factor (PPV/RMS) 4
Soil Type
(Choice: default, hard, or sands) default
n value 1.1

0.644 112 0.398 25

0.17 105 0.178 25

0.21 94 0.050 25

0.089 87 0.022 25

0.089 87 0.022 25

0.089 87 0.022 25

0.076 83 0.014 25

0.035 79 0.009 25

0.003 58 0.001 25
50 0.3004 105 0.186
50 0.0793 98 0.083
50 0.0980 87 0.023
50 0.0415 80 0.010
50 0.0415 80 0.010
50 0.0415 80 0.010
50 0.0355 76 0.007
50 0.0163 72 0.004
50 0.0014 51 0.000

0.100 PPV 72.0 VdB 0.0080 RMS
136 1645 872
40 791 419
49 250 133
22 120 64
22 120 64
22 120 64
19 79 42
10 52 28
1 6 3
Sonic Pile Driver
Sonic Pile Driver
Impact Pile Driver
Vibratory Roller
Hoe Ram
Large bulldozer
Federal Transit Administration (FTA). 2018. Transit Noise and Vibration Imapact Assessment Manual. September 2018. Available at:
https://www.transit.dot.gov/sites/fta.dot.gov/files/docs/research-innovation/118131/transit- noise-and-vibration-impact-assessment-manual-fta-report-no-0123_0.pdf Sonic Pile Driver
The reference distance is measured from the nearest anticipated point of construction equipment to the nearest structure. Last Updated: 09/29/2021
Variables
Small bulldozer
Reference Level Inputs
Equipment
PPVref
(in/sec)
Lvref
(VdB)
RMSref
(in/sec)
Reference
Distance
Vibratory Roller
Hoe Ram
Hoe Ram
Large bulldozer
Impact Pile Driver
Loaded trucks
Jack hammer
Caisson drilling
Loaded trucks
California Department of Transportation (Caltrans). 2020. Transportation and Construction Vibration Guidance Manual. April 2020. Available at: https://dot.ca.gov/-/media/dot- media/programs/environmental-analysis/documents/env/tcvgm-apr2020-a11y.pdf PPVx
(in/sec) Equipment
Lvx
(VdB)
RMSx
(in/sec)
Caisson drilling
Impact Pile Driver
Notes
Groundborne Noise and Vibration Modeling
Sources
Vibratory Roller
Vibration Level at Receiver
Jack hammer
Small bulldozer
Large bulldozer
Caisson drilling
Loaded trucks
Jack hammer
Small bulldozer
Vibration Contours
Equipment
Distance to (feet)
Distance
(feet)
ATTACHMENT 10 -812
Vref 1E-06
Crest Factor (PPV/RMS) 4
Soil Type
(Choice: default, hard, or sands) default
n value 1.1

0.644 112 0.398 25

0.17 105 0.178 25

0.21 94 0.050 25

0.089 87 0.022 25

0.089 87 0.022 25

0.089 87 0.022 25

0.076 83 0.014 25

0.035 79 0.009 25

0.003 58 0.001 25
75 0.1923 102 0.119
75 0.0508 95 0.053
75 0.0627 84 0.015
75 0.0266 77 0.007
75 0.0266 77 0.007
75 0.0266 77 0.007
75 0.0227 73 0.004
75 0.0105 69 0.003
75 0.0009 48 0.000

0.100 PPV 72.0 VdB 0.0080 RMS
136 1645 872
40 791 419
49 250 133
22 120 64
22 120 64
22 120 64
19 79 42
10 52 28
1 6 3
Notes
Groundborne Noise and Vibration Modeling
Sources
Vibratory Roller
Vibration Level at Receiver
Jack hammer
Small bulldozer
Large bulldozer
Caisson drilling
Loaded trucks
Jack hammer
Small bulldozer
Vibration Contours
Equipment
Distance to (feet)
Distance
(feet)
PPVx
(in/sec) Equipment
Lvx
(VdB)
RMSx
(in/sec)
Caisson drilling
Impact Pile Driver
Loaded trucks
Jack hammer
Caisson drilling
Loaded trucks
California Department of Transportation (Caltrans). 2020. Transportation and Construction Vibration Guidance Manual. April 2020. Available at: https://dot.ca.gov/-/media/dot- media/programs/environmental-analysis/documents/env/tcvgm-apr2020-a11y.pdf Federal Transit Administration (FTA). 2018. Transit Noise and Vibration Imapact Assessment Manual. September 2018. Available at:
https://www.transit.dot.gov/sites/fta.dot.gov/files/docs/research-innovation/118131/transit- noise-and-vibration-impact-assessment-manual-fta-report-no-0123_0.pdf Sonic Pile Driver
The reference distance is measured from the nearest anticipated point of construction equipment to the nearest structure. Last Updated: 09/29/2021
Variables
Small bulldozer
Reference Level Inputs
Equipment
PPVref
(in/sec)
Lvref
(VdB)
RMSref
(in/sec)
Reference
Distance
Vibratory Roller
Hoe Ram
Hoe Ram
Large bulldozer
Impact Pile Driver
Sonic Pile Driver
Sonic Pile Driver
Impact Pile Driver
Vibratory Roller
Hoe Ram
Large bulldozer
ATTACHMENT 10 -813
Vref 1E-06
Crest Factor (PPV/RMS) 4
Soil Type
(Choice: default, hard, or sands) default
n value 1.1

0.644 112 0.398 25

0.17 105 0.178 25

0.21 94 0.050 25

0.089 87 0.022 25

0.089 87 0.022 25

0.089 87 0.022 25

0.076 83 0.014 25

0.035 79 0.009 25

0.003 58 0.001 25
100 0.1402 99 0.087
100 0.0370 92 0.039
100 0.0457 81 0.011
100 0.0194 74 0.005
100 0.0194 74 0.005
100 0.0194 74 0.005
100 0.0165 70 0.003
100 0.0076 66 0.002
100 0.0007 45 0.000

0.100 PPV 72.0 VdB 0.0080 RMS
136 1645 872
40 791 419
49 250 133
22 120 64
22 120 64
22 120 64
19 79 42
10 52 28
1 6 3
Notes
Groundborne Noise and Vibration Modeling
Sources
Vibratory Roller
Vibration Level at Receiver
Jack hammer
Small bulldozer
Large bulldozer
Caisson drilling
Loaded trucks
Jack hammer
Small bulldozer
Vibration Contours
Equipment
Distance to (feet)
Distance
(feet)
PPVx
(in/sec) Equipment
Lvx
(VdB)
RMSx
(in/sec)
Caisson drilling
Impact Pile Driver
Loaded trucks
Jack hammer
Caisson drilling
Loaded trucks
California Department of Transportation (Caltrans). 2020. Transportation and Construction Vibration Guidance Manual. April 2020. Available at: https://dot.ca.gov/-/media/dot- media/programs/environmental-analysis/documents/env/tcvgm-apr2020-a11y.pdf Federal Transit Administration (FTA). 2018. Transit Noise and Vibration Imapact Assessment Manual. September 2018. Available at:
https://www.transit.dot.gov/sites/fta.dot.gov/files/docs/research-innovation/118131/transit- noise-and-vibration-impact-assessment-manual-fta-report-no-0123_0.pdf Sonic Pile Driver
The reference distance is measured from the nearest anticipated point of construction equipment to the nearest structure. Last Updated: 09/29/2021
Variables
Small bulldozer
Reference Level Inputs
Equipment
PPVref
(in/sec)
Lvref
(VdB)
RMSref
(in/sec)
Reference
Distance
Vibratory Roller
Hoe Ram
Hoe Ram
Large bulldozer
Impact Pile Driver
Sonic Pile Driver
Sonic Pile Driver
Impact Pile Driver
Vibratory Roller
Hoe Ram
Large bulldozer
ATTACHMENT 10 -814
Vref 1E-06
Crest Factor (PPV/RMS) 4
Soil Type
(Choice: default, hard, or sands) default
n value 1.1

0.644 112 0.398 25

0.17 105 0.178 25

0.21 94 0.050 25

0.089 87 0.022 25

0.089 87 0.022 25

0.089 87 0.022 25

0.076 83 0.014 25

0.035 79 0.009 25

0.003 58 0.001 25
125 0.1097 97 0.068
125 0.0289 90 0.030
125 0.0358 79 0.009
125 0.0152 72 0.004
125 0.0152 72 0.004
125 0.0152 72 0.004
125 0.0129 68 0.002
125 0.0060 64 0.002
125 0.0005 43 0.000

0.100 PPV 72.0 VdB 0.0080 RMS
136 1645 872
40 791 419
49 250 133
22 120 64
22 120 64
22 120 64
19 79 42
10 52 28
1 6 3
Sonic Pile Driver
Sonic Pile Driver
Impact Pile Driver
Vibratory Roller
Hoe Ram
Large bulldozer
Federal Transit Administration (FTA). 2018. Transit Noise and Vibration Imapact Assessment Manual. September 2018. Available at:
https://www.transit.dot.gov/sites/fta.dot.gov/files/docs/research-innovation/118131/transit- noise-and-vibration-impact-assessment-manual-fta-report-no-0123_0.pdf Sonic Pile Driver
The reference distance is measured from the nearest anticipated point of construction equipment to the nearest structure. Last Updated: 09/29/2021
Variables
Small bulldozer
Reference Level Inputs
Equipment
PPVref
(in/sec)
Lvref
(VdB)
RMSref
(in/sec)
Reference
Distance
Vibratory Roller
Hoe Ram
Hoe Ram
Large bulldozer
Impact Pile Driver
Loaded trucks
Jack hammer
Caisson drilling
Loaded trucks
California Department of Transportation (Caltrans). 2020. Transportation and Construction Vibration Guidance Manual. April 2020. Available at: https://dot.ca.gov/-/media/dot- media/programs/environmental-analysis/documents/env/tcvgm-apr2020-a11y.pdf PPVx
(in/sec) Equipment
Lvx
(VdB)
RMSx
(in/sec)
Caisson drilling
Impact Pile Driver
Notes
Groundborne Noise and Vibration Modeling
Sources
Vibratory Roller
Vibration Level at Receiver
Jack hammer
Small bulldozer
Large bulldozer
Caisson drilling
Loaded trucks
Jack hammer
Small bulldozer
Vibration Contours
Equipment
Distance to (feet)
Distance
(feet)
ATTACHMENT 10 -815
Burbank Housing and Safety Element Update 1 January 2022 Notice of Availability
Notice of Availability
To: Public Agencies and Other Interested Parties
From: City of Burbank
Community Development Department
Planning Division
150 North Third Street

Burbank, California 91502
Subject: Notice of Availability of a Draft Environmental Impact Report Project Title: Burbank Housing and Safety Element Update Dated: January 26, 2022
This is a Notice of Availability to inform your agency that the City of Burbank Community Development Department has released the Draft Environmental Impact Report (EIR) for the proposed updates to the Burbank Housing and Safety elements (hereafter referred to as “Housing and Safety Element Update” or “Project”) for a 45-day review period beginning on January 26, 2022, and ending on March 31, 2022.

The Housing and Safety Element Update involves an update to the Housing Element of the City’s Burbank2035 General Plan for the 2021-2029 planning period, along with minor updates to the Safety, Land Use, Open Space and Conservation, Air Quality and Climate Change, Noise, and Mobility Elements, and incorporation of environmental justice policies into the Burbank2035 General Plan as required by State law. The Project establishes programs, policies and actions to further the goal of meeting the existing and projected housing needs of all household income levels of the community; provides evidence of the City’s ability to accommodate the Regional Housing Needs Assessment (RHNA) allocation through the year 2029, as established by the Southern California Association of Governments (SCAG); and identifies any rezoning program needed to reach the required housing capacity.

The Draft EIR has been prepared in compliance with the California Environmental Quality Act of 1970 (CEQA) and the State CEQA Guidelines (California Code of Regulations Section 15000 et seq.).

The EIR assesses potential impacts related to the following environmental topics: Air Quality, Biological Resources, Cultural Resources/Tribal Cultural Resources, Geology and Soils, Greenhouse Gas Emissions, Hazards and Hazardous Materials, Noise, Population and Housing, Public Services, Recreation, Transportation, and Utilities/Service Systems. Existing regulations and mitigation measures are identified in the Draft EIR that would reduce most of the impacts of the proposed Project to a less-than-significant level. However, some significant environmental effects would occur despite implementation of mitigation measures with respect to Transportation and Utilities/Service Systems.

The Draft EIR is available for review online at:
https://www.burbankhousingelement.com/
NOA-Draft EIR-1
ATTACHMENT 10 -816

Burbank Housing and Safety Element Update 2 January 2022 Notice of Availability
Hard copies are available for review at the City of Burbank Community Development Department and at all local libraries.

Draft EIR Review Locations
City of Burbank
Community Services Building, 1st Floor
Community Development Department
150 North Third Street,
Burbank, California 91510
Burbank Central Library
110 North Glenoaks Boulevard
Burbank, California 91502
Buena Vista Branch Library
300 North Buena Vista Street
Burbank, California 91505
Northwest Branch Library
3323 West Victory Boulevard
Burbank, California 91505
City Website
https://www.burbankhousingelement.com/
Please provide any comments your agency may have on this Draft EIR in writing no later than 5:00 PM on March 31, 2022, to:

Shipra Rajesh, Associate Planner
Community Development Department-Planning Division
150 North Third Street
Burbank, California 91502
You may also email your response to [email protected]. Please provide the name of a contact person at your agency.

The Burbank Planning Board will hold a public meeting on March 14, 2022, at 6:00 p.m. to receive public comments on this Draft EIR. The meeting will be held via video/telephone conference. Instructions on how to view the meeting and submit comments during the meeting will be posted online prior to the meeting date at the following web address:
https://www.burbankca.gov/web/city-clerks-office/meeting-agendas-and-minutes.

Date: January 26, 2022 Signature:

Shipra Rajesh
Title: Associate Planner
Telephone: (818) 238-5250
NOA-Draft EIR-2
ATTACHMENT 10 -817

Burbank Housing and Safety Element Update 3 January 2022 Notice of Availability
Burbank Housing and Safety Element Update - Project Description The Housing and Safety Element Update involves an update to the Housing Element for the 2021 -2029 planning period, along with minor updates to the Safety, Land Use, Open Space and Conservation, Air Quality and Climate Change, Noise, and Mobility Elements, and the incorporation of environmental justice policies into the Burbank2035 General Plan as required by State law. The Project would apply to the entire geographic area located within the boundaries of the City of Burbank , which encompasses 17.1 square miles. Figure 1 and Figure 2 included in this notice illustrate the location of the Project in a regional and local context. The proposed Housing Element Update establishes programs, policies and actions to further the goal of meeting the existing and projected housing needs of all household income level s of the community; provides evidence of the City’s ability to accommodate the Regional Housing Needs Assessment (RHNA) allocation through the year 2029, as established by the Southern California Association of Governments (SCAG) ; and identifies any rezoni ng program needed to reach the required housing capacity.

The Project will provide a framework for introducing new housing at all levels of affordability that is within access to transit, major City employment centers, jobs, services, and open spaces. New housing units may occur anywhere in the City where residential uses are permitted, as well as in areas that may be rezoned in the future to allow for multi-family residential and mixed use residential of adequate density to meet State- required housing production and affordability targets . Through its identification of sites for future development and implementing housing programs, the updated Housing Element will lay the foundation for achievement of the City’s fair share housing needs for approximately 10,456 additional units.

The purpose of the Safety Element Update is to ensure consistency with the Housing Element Update and to comply with recent State legislation and guidelines ( including Assembly Bill 162, Senate Bi ll 1241, Senate Bill 99, Assembly Bill 747, Senate Bill 1035 and Senate Bill 379). Technical amendments will be made to the Safety Element to achieve compliance with State, regional , and local policies and guidelines.

The technical amendments will incorpor ate data and maps, address vulnerability to climate change , incorporate policies and programs from the City’s Hazard Mitigation Plan and the Greenhouse Gas Reduction Plan, as well as partial or full integration of other City documents and programs (including but not limited to: Ready Burbank and the Emergency Survival Program). The Safety Element amendments will be submitted to the California Geological Survey, California Office of Emergency Services, California State Board of Forestry and Fire Protection, and Federal Emergency Management Agency for review.

Senate Bill 1000 (SB 1000) states that revisions or adoption of two or more elements of a general plan on or after January 1, 2018 trigger a requirement to “adopt or review the Environmental Justice Element, or the environmental justice goals, policies, an d objectives in other elements.” Environmental justice goals, policies, and objectives must aim to reduce health risks to disadvantaged communities (DACs), promote civil engagement, and prioritize the needs of these communities. There are several designate d DACs identified in central, northwest, and southeast Burbank. These seven census tracts have overall scores that meet or exceed the minimum criteria for DAC designation based on pollution burden and population characteristics. As mandated under SB 1000, the Safety Element update will consider strategies to reduce pollution exposure, promote public facilities, promote food access, promote safe and sanitary homes, promote physical activity, reduce unique or compounded health risks, promote civic engagement, and prioritize the needs of these disadvantaged communities.

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Burbank Housing and Safety Element Update 4 January 2022 Notice of Availability
Figure 1 Regional Location

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Burbank Housing and Safety Element Update 5 January 2022 Notice of Availability
Figure 1 Project Location

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