City of Coronado Page 1673
Attachment 9
Mid-Term 2030 + Project PM
02/07/2024
HCM 6th TWSC
12: Glorietta Blvd & Pomona Ave
Intersection
Int Delay, s/veh 6.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h
Future Vol, veh/h
Conflicting Peds, #/hr
Sign Control
RT Channelized
Storage Length
Veh in Median Storage, #
Grade, %
384 171
384 171
43 43
0 3
3 21
4 4
10 209
209
21 0 0
Free Free Free Free Stop Stop
- None - None - None
-
-
-
0 -
0 0
-
-
-
0 0
0 -
-
- 0 -
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
90 3
90 3
75 3
57 75
3 4
84 3
5 84
3 427 190 249
Major/Minor Major1 Major2 Minor2
Conflicting Flow All
Stage 1
82 -
-
0 -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0 1134
80 - 1054
80 -
-
-
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
4.13 -
-
-
6.43 6.23
5.43 5.43
-
-
-
-
2.227 - 3.527 3.327
Pot Cap-1 Maneuver 1509 -
-
-
-
-
-
-
-
223 977
941
334
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver 1479
Mov Cap-2 Maneuver
Stage 1
-
-
-
-
145 957
-
-
-
145
624
327
-
-
Stage 2 -
Approach
HCM Control Delay, s
HCM LOS
EB
5.8 WB
0 SB
10.9 B
Minor Lane/Major Mvmt
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Control Delay (s)
HCM Lane LOS
EBL EBT WBT WBR SBLn1
1479
0.288
8.4 -
-
0 A
-
-
-
-
-
-
- 866
- 0.293
-
-
-
10.9 A B
HCM 95th %tile Q(veh) 1.2 1.2
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1674
Attachment 9
Mid-Term 2030 + Project PM
02/07/2024
HCM 6th Signalized Intersection Summary
13: Orange Ave & Rh Dana Pl/Adella Ave
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)
Future Volume (veh/h)
Initial Q (Qb), veh
96 96
0 124
124
0 397
397
0 41
41 0
22 22
0 18
18 0
145
145
0 161
161
0 12
12 0
63 63
0 768
768
0 99
99 0
Ped-Bike Adj(A_pbT)
Parking Bus, Adj
Work Zone On Approach
Adj Sat Flow, veh/h/ln
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
0.90 1.00
0.70 1.00
0.96 1.00
0.82 1.00
1.00 1.00
0.83 1.00
1.00 1.00
0.61 1.00 1.00
No
1856
155
0.80 3
317
0.40 787
0 1.00
No
1856
36 0.61
3 1.00
No
1856
196
0.82 3
1402
0.43 3270
104
1763
4.8 1.00
No
1856
937
0.82 3
1069
0.37 2898
570
1856
120
0.80 3
262
0.40 554
275
1341
0.0 22.0
0.44 578
0.48 582
1.00 1.00
30.1 0.6
1856
496
0.80 3
1856
67 0.61
3 1856
30 0.61
3 1856
177
0.82 3
1856
15 0.82
3 105
0.43 246
107
1753
5.0 1856
77 0.82
3 1856
121
0.82 3
775
0.40 1925
496
963
27.8 27.8
1.00 775
0.64 780
1.00 1.00
32.2 1.8
160
0.40 298
133
653
11.8 33.9
0.50 303
0.44 305
1.00 1.00
38.4 1.0
84 59 203
0.11 1767
177
1767
13.2 13.2
1.00 203
0.87 281
1.00 1.00
58.4 19.0
0.0 97 138
0.37 374
488
1509
40.5 40.5
0.25 557
0.88 666
1.00 1.00
39.5 11.2
0.0 0.40
208
0 0
0.0 0.0
0.40 147
0 0.06
1767
77 1767
5.8 5.8
1.00 97
0.79 178
1.00 1.00
62.6 13.2
0.0 Sat Flow, veh/h
Grp Volume(v), veh/h
Grp Sat Flow(s),veh/h/ln
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In Lane
Lane Grp Cap(c), veh/h
V/C Ratio(X)
Avail Cap(c_a), veh/h
HCM Platoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh
Incr Delay (d2), s/veh
Initial Q Delay(d3),s/veh
%ile BackOfQ(50%),veh/ln
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh
LnGrp LOS
0 0.0
0.0 0 1763
40.4 40.4
0.0 0.0
0.23 0
0.00 0
1.00 0.00
0.0 0.0
0.0 0.0
4.8 5.0
0.14 752
0.14 876
1.00 1.00
23.3 0.1
0 0.00
0 1.00
0.00 0.0
0.0 0.0
0.0 0
0.00 0
1.00 0.00
0.0 0.0
0.0 0.0
756
0.14 881
1.00 1.00
23.2 0.1
650
0.88 778
1.00 1.00
39.4 9.7
0.0 6.9
0.0 6.6
0.0 3.9
0.0 2.0
0.0 2.1
0.0 7.0 3.0 19.1 16.6
30.7 C
0.0 A
34.0 C
39.4 D
0.0 A
0.0 A
77.3 E
23.3 C
23.4 C
75.8 E
49.1 D
50.6 D
Approach Vol, veh/h
Approach Delay, s/veh
Approach LOS
771
32.8 C
133
39.4 D
388
48.0 D
1135
51.6 D
Timer - Assigned Phs
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
Max Green Setting (Gmax), s * 14
Max Q Clear Time (g_c+I1), s 7.8
Green Ext Time (p_c), s
1 12.1
* 4.7
2 62.9
5.4 67.0
7.0 4
59.1 5.1
54.3 29.8
5.2 5
20.1 * 4.7
* 21
15.2 0.2
6 54.9
5.4 59.2
42.5 7.0
8 59.1
5.1 54.3
35.9 0.1 1.3 0.9
Intersection Summary
HCM 6th Ctrl Delay
HCM 6th LOS
44.4 D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1675
Attachment 9
Mid-Term 2030 + Project PM
02/07/2024
HCM 6th Signalized Intersection Summary
14: Orange Ave & Pomona Ave
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 209
Future Volume (veh/h) 209
7 7
0 294 559
294 559
0 1002
0 1002
Initial Q (Qb), veh 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.95
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856
0.97 1.00
No No
0 1856
Adj Flow Rate, veh/h 0 1066
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
261 9 316 601
0.80 0.80 0.93 0.93 0.94 0.94
3 340
3 3 3 0 3
12 1241 1072 0 2483
Arrive On Green
Sat Flow, veh/h
Grp Volume(v), veh/h 271
Grp Sat Flow(s),veh/h/ln1757
0.20 0.20 1.00 1.00 0.00 0.70
1692 58 1856 1522
316 601
0 1763 1522
0 3711
0 0 1066
0 1763
Q Serve(g_s), s
Cycle Q Clear(g_c), s 16.0
16.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0 14.1
0.0 14.1
Prop In Lane 0.96 0.03 1.00 0.00
Lane Grp Cap(c), veh/h 353 0 1241 1072 0 2483
V/C Ratio(X)
Avail Cap(c_a), veh/h 495
0.77 0.00 0.25 0.56 0.00 0.43
0 1241 1072 0 2483
HCM Platoon Ratio
Upstream Filter(I)
1.00 1.00 1.67 1.67 1.00 1.00
1.00 0.00 0.96 0.96 0.00 0.57
Uniform Delay (d), s/veh 41.5
Incr Delay (d2), s/veh 4.7
Initial Q Delay(d3),s/veh 0.0
%ile BackOfQ(50%),veh/ln7.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.2
0.0 0.0
0.0 0.0
0.0 0.5
0.0 0.2
0.0 2.0
0.0 0.6
0.0 0.0
0.0 0.0
6.9 0.1
0.0 4.7
0.0 A
0.5 A
2.0 A
0.0 A
7.0 LnGrp LOS D A
Approach Vol, veh/h
Approach Delay, s/veh 46.2
Approach LOS
271 917
1.5 A
1066
7.0 D A
Timer - Assigned Phs
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
2 82.9
5.4 6
82.9 5.4
8 27.1
5.0 Max Green Setting (Gmax), s 41.6
Max Q Clear Time (g_c+I1), s 2.0
21.6 16.1
3.3 31.0
18.0 Green Ext Time (p_c), s 8.2 0.7
Intersection Summary
HCM 6th Ctrl Delay
HCM 6th LOS
9.5 A
Notes
User approved pedestrian interval to be less than phase max green.
User approved volume balancing among the lanes for turning movement.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1676
Attachment 9
Mid-Term 2030 + Project PM
02/07/2024
HCM Signalized Intersection Capacity Analysis
15: Silver Strand Blvd/Orange Ave & Avenida Del Sol
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
80 80
1900
4.0 0.95
1.00 1.00
1.00 0.95
1665
0.95 1665
0.77 0
0 1900
4.0 0.95
0.97 1.00
0.92 0.98
1520
0.98 1520
0.77 31
31 1900
0 0
1900
0 0
1900
3 3
1900
4.7 1.00
1.00 1.00
0.86 1.00
1596
1.00 1596
0.38 6
6 1900
4.7 1.00
1.00 1.00
1.00 0.95
1752
0.95 1752
0.90 758
758
1900
5.8 0.95
1.00 1.00
1.00 1.00
3492
1.00 3492
0.90 14
14 1900
0 0
1900
1121
1121
1900
5.8 0.95
1.00 1.00
1.00 1.00
3505
1.00 3505
0.95 82
82 1900
5.8 1.00
0.90 1.00
0.85 1.00
1409
1.00 1409
0.95 Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Growth Factor (vph)
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Vehicle Extension (s)
Lane Grp Cap (vph)
v/s Ratio Prot
0.77 0.38 0.38 0.90 0.95
109% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 113
0 0
64 10
40 0
0 39
10 0
0 0
0 0
0 8
7 1
7 0
7 842
1 857
16 0
0 10
10 0
0 0
1180
0 1180
86 18
68 37
10 79
37 Perm NA
4 Perm Prot
5 NA
2 NA Perm
6 4
15.3 15.3
0.14 4.0
3.0 231
8 14.6
14.6 0.13
4.7 3.0
211
6 15.3
15.3 0.14
4.0 3.0
211
1.8 1.8
0.02 4.7
3.0 28
84.9 84.9
0.77 5.8
3.0 2695
78.4 78.4
78.4 0.71
5.8 3.0
1004
78.4 0.71
5.8 3.0
2498
0.00 c0.25 c0.34
v/s Ratio Perm
v/c Ratio
c0.05
0.34 42.8
1.00 0.9
0.01 0.05
41.0 1.00
0.1 41.1
D
42.5 D
0.00 0.01
41.4 1.00
0.0 0.05
0.07 4.8
2.30 0.0
0.25 53.4
1.00 4.7
58.1 E
0.32 3.8
1.00 0.3
4.1 A
0.47 6.8
2.63 0.1
18.0 B
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
43.7 D
41.4 D
11.0 B
41.4 D
4.5 A
17.6 B
Intersection Summary
HCM 2000 Control Delay 14.4
0.46 110.0
66.4%
15 HCM 2000 Level of Service B
HCM 2000 Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
Sum of lost time (s)
ICU Level of Service
15.2 C
c Critical Lane Group
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1677
Attachment 9
Mid-Term 2030 + Project PM
02/07/2024
HCM 6th Signalized Intersection Summary
16: Silver Strand Blvd & Avenida De Las Arenas
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h)
Future Volume (veh/h)
Initial Q (Qb), veh
65 65
0 5
5 0
49 49
0 28
28 0
5 5
0 9
9 0
31 701
31 701
57 57
0 46 1175
46 1175
70 70
0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.92 0.92 0.95 0.92 1.00 0.94 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 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
83 0 60 33 6 11 37 835 68 49 1250 74
0.82 0.82 0.82 0.85 0.85 0.85 0.84 0.84 0.84 0.94 0.94 0.94 3 607
3 0
3 3 3
40 3
58 3 3 3 3 3 3
281 207 47 2188 178 63 2280 135
Arrive On Green
Sat Flow, veh/h
0.19 0.00 0.19 0.19 0.19 0.19 0.05 1.00 1.00 0.04 0.68 0.68 2556 0 1453 865 206 302 1767 3282 267 1767 3376 200
Grp Volume(v), veh/h
Grp Sat Flow(s),veh/h/ln1278
83 0 60 50 0
0 0 37 448 455 49 652 672
0 1453 1373 0 1767 1763 1787 1767 1763 1812
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In Lane
Lane Grp Cap(c), veh/h 607
V/C Ratio(X)
Avail Cap(c_a), veh/h 741
0.0 3.3
1.00 0.0
0.0 5.2
5.2 1.00 0.66
281 306
3.3 4.3
0.0 0.0
0.0 0.0
0.22 1.00
3.1 3.1
0.0 0.0
0.0 0.0
0.15 1.00
4.1 28.6 28.7
4.1 28.6 28.7
0.11 0 0 0 47 1175 1191 63 1191 1224
0.14 0.00 0.21 0.16 0.00 0.00 0.78 0.38 0.38 0.78 0.55 0.55 0 358 377 133 1175 1191 145 1191 1224 0 0
HCM Platoon Ratio
Upstream Filter(I)
1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00
1.00 0.00 1.00 1.00 0.00 0.00 0.47 0.47 0.47 0.89 0.89 0.89 Uniform Delay (d), s/veh 50.1
Incr Delay (d2), s/veh 0.1
Initial Q Delay(d3),s/veh 0.0
%ile BackOfQ(50%),veh/ln1.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 50.2
0.0 50.9 50.4 0.0
0.0 0.0
0.0 0.0 70.5
0.0 12.2
0.0 0.4
0.0 0.1
0.0 71.7 12.5 12.6
0.0 0.0
0.0 0.4
0.0 1.9
0.2 0.0
1.6 0.4 16.4 1.6
0.0 1.6
0.0 0.0
0.0 0.0
1.5 0.0
0.1 0.0
2.1 10.8 11.2
0.0 51.2 50.7 0.0
A
50 50.7
D
0.0 82.7 0.4
A
940
3.7 A
0.4 88.1 14.1 14.1
LnGrp LOS D A
143
50.6 D
D D A F A F B
1373
16.8 B
B
Approach Vol, veh/h
Approach Delay, s/veh
Approach LOS
Timer - Assigned Phs
Phs Duration (G+Y+Rc), 1s0.1 105.8
Change Period (Y+Rc), s* 4.7 5.8
Max Green Setting (Gmax*)1, 2s 85.2
Max Q Clear Time (g_c+I16).,1s 2.0
Green Ext Time (p_c), s 0.0
1 2 4 5 6 8
34.1 5.1
36.9 6.3
34.1 8.7 107.1
5.8 36.9 * 11 86.2
5.1 * 4.7
7.2 0.5
5.1 30.7
6.2 0.0 11.3 0.2
Intersection Summary
HCM 6th Ctrl Delay
HCM 6th LOS
14.5 B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1678
Attachment 9
Mid-Term 2030 + Project PM
02/07/2024
HCM 6th Signalized Intersection Summary
17: Silver Strand Blvd & Rendova Rd
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h)
Future Volume (veh/h)
Initial Q (Qb), veh
4 4
0 0
0 0
859
859
0 1
1 0
13 1437
13 1437
0 0
Ped-Bike Adj(A_pbT) 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856
Adj Flow Rate, veh/h 1671 954 15 1671
0.89 0.89 0.90 0.90 0.86 0.86
0.97 1.00
3 1
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
3 3 3 3 3 3
9999 9999 2728 1179 86 3010
Arrive On Green 0.07 0.07 1.00 1.00 0.10 1.00
Sat Flow, veh1/8h8118956648643326328704 3618 1524 1767 3618 Grp Volume(v), veh/h 1671 954 15 1671
Grp Sat Flow(s),veh/h/ln1767 1572 1763 1524 1767 1763
3 1
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In Lane
0.0 0.0
1.00 1.00
0.0 0.0
0.0 0.0
0.0 0.0
1.00 1.00
1.2 1.2
0.0 0.0
Lane Grp Cap1(c3)8, 3v1e8h2/h481279552137536 2728 1179
V/C Ratio(X)
Avail Cap(c_a)4,3v8e9h4/h412325653240206208 2728 1179
86 3010
0.00 0.00 0.35 0.00 0.17 0.56
86 3010
HCM Platoon Ratio
Upstream Filter(I)
1.00 1.00 2.00 2.00 2.00 2.00
1.00 1.00 0.93 0.93 0.86 0.86
Uniform Delay (d), s/veh 0.0
Incr Delay (d2), s/veh 0.0
Initial Q Delay(d3),s/veh 0.0
%ile BackOfQ(50%),veh/ln0.0
Unsig. Movement Delay, s/veh
0.0 0.0
0.0 0.0
0.0 0.3
0.0 0.1
0.0 64.9 0.0
0.2 0.0
0.1 0.0
0.0 0.0
3.8 0.0
0.6 LnGrp Delay(d),s/veh
LnGrp LOS
0.0 A
0.0 A
0.3 A
0.0 68.7 0.2
A E A
Approach Vol, veh/h 1674
Approach Delay, s/veh 0.0
955
0.3 A
1686
0.8 Approach LOS A A
Timer - Assigned Phs
Phs Duration (G+Y+Rc), 1s2.0 121.9
Change Period (Y+Rc), s* 4.7 5.8
1 2 6
133.9
5.8 8
16.1 5.1
Max Green Setting (Gma*x7),.3s 92.1
Max Q Clear Time (g_c+I13).,2s 2.0
104.1
2.0 35.0
2.0 Green Ext Time (p_c), s 0.0 7.7 21.4 9.0
Intersection Summary
HCM 6th Ctrl Delay
HCM 6th LOS
0.4 A
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1679
Attachment 9
Mid-Term 2030 + Project PM
02/07/2024
HCM 6th Signalized Intersection Summary
18: Silver Strand Blvd & Tarawa Rd
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 165
Future Volume (veh/h) 165
25 25
0 65
65 0
2 2
0 49 106
49 106
32 583
32 583
2 2
0 0 1457
0 1457
53 53
Initial Q (Qb), veh 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.95 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 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
247 0 88 2 60 129 40 720 2 0 1550 56
0.74 0.74 0.74 0.82 0.82 0.82 0.81 0.81 0.81 0.94 0.94 0.94 3 298
3 0
3 127
3 7
3 3 3 3 3 3 3 3
222 184 51 2416 1043 1 2168 78
Arrive On Green
Sat Flow, veh/h
Grp Volume(v), veh/h 247
0.08 0.00 0.08 0.12 0.12 0.12 0.06 1.00 1.00 0.00 0.63 0.63 3534 0 1512 60 1793 1489 1767 3526 1521 1767 3468 125
88 62 129 40 720 786 820
0 1512 1853 0 1489 1767 1763 1521 1767 1763 1830
0 0 2 0
Grp Sat Flow(s),veh/h/ln1767
Q Serve(g_s), s
Cycle Q Clear(g_c), s 10.3
Prop In Lane 1.00
Lane Grp Cap(c), veh/h 298
V/C Ratio(X)
Avail Cap(c_a), veh/h 351
10.3 0.0
0.0 8.5
8.5 1.00 0.03
127 229
4.6 4.6
0.0 12.5
0.0 12.5
3.4 3.4
0.0 0.0
0.0 0.0
1.00 1.00
0.0 45.2 45.7
0.0 45.2 45.7
0.07 1 1102 1144
1.00 1.00
0 0 184 51 2416 1043
0.83 0.00 0.69 0.27 0.00 0.70 0.78 0.30 0.00 0.00 0.71 0.72 0 150 409 329 67 2416 1043 59 1102 1144 0
HCM Platoon Ratio
Upstream Filter(I)
1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00
1.00 0.00 1.00 1.00 0.00 1.00 0.97 0.97 0.97 0.00 0.82 0.82 Uniform Delay (d), s/veh 67.6
Incr Delay (d2), s/veh 13.4
Initial Q Delay(d3),s/veh 0.0
%ile BackOfQ(50%),veh/ln5.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 81.0
0.0 66.8 59.6 0.0 63.0 70.2 0.0
0.3 0.0
0.1 0.0
0.0 0.0
0.0 0.0 19.0 19.1
0.0 10.3 0.6
0.0 2.2
0.0 0.0
0.0 4.8 33.4 0.0
0.0 3.2
0.0 3.2
0.0 0.0
0.0 0.0
3.7 0.0
5.0 0.0
1.9 0.0 18.1 19.0
0.0 77.1 60.2 0.0 67.8 103.6 0.3
A
762
5.7 A
0.0 A
0.0 22.3 22.3
LnGrp LOS F A
335
80.0 E
E E A
191
65.3 E
E F A C
1606
22.3 C
C
Approach Vol, veh/h
Approach Delay, s/veh
Approach LOS
Timer - Assigned Phs
Phs Duration (G+Y+Rc), s0.0 108.6
Change Period (Y+Rc), s* 4.7 5.8
Max Green Setting (Gmax)*, 5s 76.3
Max Q Clear Time (g_c+I10).,0s 2.0
Green Ext Time (p_c), s 0.0
1 2 4 5 6 8
23.7 5.1
33.1 14.5
0.7 17.7 9.0 99.6
5.8 14.9 * 5.7 75.6
5.1 * 4.7
12.3 0.3
5.4 47.7
5.2 0.0 13.0
Intersection Summary
HCM 6th Ctrl Delay
HCM 6th LOS
27.4 C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1680
Attachment 9
Mid-Term 2030 + Project PM
02/07/2024
HCM Signalized Intersection Capacity Analysis
19: Silver Strand Blvd & Tulagi Rd
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
128
128
1900
5.1 0
0 1900
612
612
1900
5.8 16
16 1900
5.8 0
0 1900
1503
1503
1900
5.8 1.00
1.00 1.00
1.00 0.95
1752
0.95 1752
0.77 166
0.95 1.00
1.00 1.00
1.00 3505
1.00 3505
0.92 665
1.00 0.96
1.00 0.85
1.00 1501
1.00 1501
0.92 17
0.95 1.00
1.00 1.00
1.00 3505
1.00 3505
0.91 1652
0 Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Vehicle Extension (s)
Lane Grp Cap (vph)
v/s Ratio Prot
0.77 0.91
0 0
0 0
0 0
0 166
0 665
5 12
10 10
1652
10 Perm NA Perm
2 NA
6 8
11.7 11.7
0.16 5.1
3.0 273
2 52.4 52.4
52.4 0.70
5.8 3.0
1048
52.4 52.4
0.70 5.8
3.0 2448
c0.47
52.4 0.70
5.8 3.0
2448
0.19 v/s Ratio Perm
v/c Ratio
c0.09
0.61 29.5
1.00 3.8
33.3 C
33.3 C
0.01 0.01
3.4 1.00
0.0 3.5
A
0.27 4.2
1.00 0.3
4.5 A
0.67 6.4
1.45 1.0
10.3 B
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
4.5 A
10.3 B
Intersection Summary
HCM 2000 Control Delay 10.3
0.66 75.0
57.7%
15 HCM 2000 Level of Service B
HCM 2000 Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
Sum of lost time (s)
ICU Level of Service
10.9 B
c Critical Lane Group
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1681
Attachment 9
Mid-Term 2030 + Project PM
02/07/2024
HCM 6th Signalized Intersection Summary
20: Silver Strand Blvd & Leyte Rd
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h)
Future Volume (veh/h)
Initial Q (Qb), veh
32 32
0 51 477
51 477
20 101 1218
20 101 1218
0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856
0.94 1.00
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
42 66 513 22 115 1384
0.77 0.77 0.93 0.93 0.88 0.88
3 3 3 3 3 3
141 125 1254 528 288 2212
0.08 0.08 0.36 0.36 0.16 0.63
1767 1572 3618 1484 1767 3618
Grp Volume(v), veh/h 42 66 513 22 115 1384
Grp Sat Flow(s),veh/h/ln1767 1572 1763 1484 1767 1763
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In Lane
1.1 1.1
1.00 1.00
1.9 1.9
5.2 5.2
0.5 0.5
1.00 1.00
2.8 11.5
2.8 11.5
Lane Grp Cap(c), veh/h 141 125 1254 528 288 2212
V/C Ratio(X) 0.30 0.53 0.41 0.04 0.40 0.63
Avail Cap(c_a), veh/h 998 888 2286 962 288 3518
HCM Platoon Ratio
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 20.7 21.1 11.6 10.1 17.9 5.5
0.3 0.0
1.7 Incr Delay (d2), s/veh 1.2 3.4
0.0 0.8
0.2 0.0
1.5 0.0
0.0 0.1
4.1 0.0
1.3 Initial Q Delay(d3),s/veh 0.0
%ile BackOfQ(50%),veh/ln0.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.9 24.5 11.8 10.1 22.0 5.8
A
1499
7.0 A
LnGrp LOS C C B
535
11.8 B
B C
Approach Vol, veh/h 108
Approach Delay, s/veh 23.5
Approach LOS C
Timer - Assigned Phs 1 2 6
38.4 * 8.4
* 48
13.5 12.3
8 9.4
5.6 27.0
3.9 0.3
Phs Duration (G+Y+Rc), 1s3.0 25.4
Change Period (Y+Rc), s* 5.2 * 8.4
Max Green Setting (Gma*x7),.8s * 31
Max Q Clear Time (g_c+I14).,8s 7.2
Green Ext Time (p_c), s 0.1 3.2
Intersection Summary
HCM 6th Ctrl Delay
HCM 6th LOS
9.0 A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1682
Attachment 9
APPENDIX I
PEAK HOUR INTERSECTION ANALYSIS
WORKSHEETS –
LONG-TERM YEAR 2050 WITHOUT
PROJECT
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-23-3827 Coronado Housing Element
N:\3827 - Coronado Housing Element\Report\1. Feb 8, 2024\Appendix.doc City of Coronado Page 1683
Attachment 9
Long-Term 2050 AM
12/12/2023
HCM 6th Signalized Intersection Summary
1: Orange Ave & 1st St
Move me nt EBT EBR WBL WBT NBL NBR
La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h)
Initial Q (Qb), veh
20 20
0 80
80 0
70 70
0 190
190
0 200
200
0 50
50 0
Ped-Bike Adj(A_pbT)
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
0.93 1.00
0.97 1.00
1.00 1.00
No
1.00 1.00 1.00
No
1.00 No
1856 1856 1856 1856 1856 1856
23 0.87
3 101
0.33 92
0.87 3
406
0.33 74
0.94 3
488
0.33 202
0.94 3
618
0.33 247
0.81 3
786
0.44 62
0.81 3
699
0.44 Sat Flow, veh/h 305 1219 1230 1856 1767 1572
Grp Volume(v), veh/h
Grp Sat Flow(s),veh/h/ln
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h
V/C Ra tio(X)
Avail Cap(c_a), veh/h
HCMPlatoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh
Incr Delay (d2), s/veh
Initial Q Delay(d3),s/veh
%ile BackOfQ(50%),veh/ln
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh
LnGrp LOS
0 0
0.0 0.0
115 74 202 247 62
1523 1230 1856 1767 1572
2.7 2.7
2.3 5.0
1.00 488
0.15 4.0
4.0 4.5
4.5 1.1
1.1 0.80
507
0.23 985
1.00 1.00
11.9 0.2
1.00 786
0.31 786
1.00 1.00
8.9 1.0
0.0 1.7
1.00 699
0.09 699
1.00 1.00
7.9 0.3
0.0 0.4
0 0.00
0 1.00
0.00 0.0
0.0 0.0
0.0 618
0.33 874 1200
1.00 1.00
13.7 0.1
0.0 0.6
1.00 1.00
12.4 0.3
0.0 1.5
0.0 0.8
0.0 A
12.1 B
13.8 B
12.7 B
9.9 A
8.2 A
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
115
12.1 B
276
13.0 B
309
9.6 A
Timer - Assigned Phs 2
22.5 6.0
32.0 4.7
6 22.5
6.0 32.0
7.0 8
27.0 5.0
22.0 6.5
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
Max Green Setting (Gmax), s
Max Q Clear Time (g_c+I1), s
Green Ext Time (p_c), s 0.7 1.5 0.8
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
11.3 B
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1684
Attachment 9
Long-Term 2050 AM
12/12/2023
HCM 6th TWSC
2: A Ave & 1st St
Intersection
Int De la y, s/veh 9.1
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Conflicting Peds, #/hr
Sign Control
5 5
10 5
5 0
10 10
10 10
10 10
25 25
0 0
0 10
180
180
10 5
5 0
10 10
10 0
0 10
5 5
0 0
0 10
Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized
Storage Le ngth
Veh in Median Storage, #
Grade, %
-
-
-
- None -
-
-
- None -
-
-
- None -
-
-
- None
-
0 -
-
-
0 -
-
-
0 -
-
-
0 -
-
- 0 - - 0 - - 0 - - 0 -
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
58 3
9 58
3 9
58 3
17 81
3 12
81 3
31 81
3 0
80 3
225
80 3
6 80
3 13
25 3
0 25
3 20
25 3
0 Ma jor/Minor Ma jor1 Ma jor2 Minor1 Minor2
Conflicting Flow All
Stage 1
41 -
-
4.13 -
0 -
-
-
-
-
-
-
-
-
-
-
-
-
-
0 -
-
-
-
-
36 -
-
0 -
-
-
-
-
-
-
-
-
-
-
-
-
-
0 -
-
-
-
-
121 111 38 120 119 51
-
-
46 75
46 65
-
-
65 55
65 Stage 2 54
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
4.13 7.13 6.53 6.23 7.13 6.53 6.23
6.13 5.53
6.13 5.53
-
-
-
-
6.13 5.53
6.13 5.53
-
- -
2.227 - 2.227
- 1568
-
-
-
- 3.527 4.027 3.327 3.527 4.027 3.327
Pot Cap-1 Maneuver 1562 -
-
-
-
-
-
-
-
852 777 1031 853 769 1014
965 855
932 839
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver 1547
Mov Cap-2 Maneuver
Stage 1
-
-
-
-
-
-
943 839
955 848
-
-
- 1553 810 751 1011 813 743 995
-
-
-
-
-
-
-
-
-
810 751
951 841
894 824
-
-
-
813 743
929 824
922 834
-
-
Stage 2 -
Approa ch
HCM Control Delay, s
HCM LOS
EB
1.8 WB
2.1 NB
11.3 B
SB
10 B
Minor La ne /Ma jor Mvmt
Capacity (veh/h)
HCM La ne V/C Ratio
HCMControl Delay (s)
HCM La ne LOS
NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
817 1547
0.298 0.006
11.3 7.3
-
-
0 A
-
- 1553
- 0.008
-
-
0 A
-
- 743
- 0.027
-
-
-
7.3 A
-
-
-
10 B B
1.3 A
HCM95th %tile Q(veh) 0 0 0.1
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1685
Attachment 9
Long-Term 2050 AM
12/12/2023
HCM 6th TWSC
3: A Ave & 2nd St
Intersection
Int De la y, s/veh 2.1
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Conflicting Peds, #/hr
10 10
29 60
60 0
5 5
28 10 280 170
10 280 170
10 10
19 5
5 0
10 10
10 10
10 10
10 10
0 10
10 28 0 29 19
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized
Storage Le ngth
Veh in Median Storage, #
Grade, %
-
-
-
- None -
-
-
- None -
-
-
- None -
-
-
- None
-
0 -
-
-
0 -
-
-
0 -
-
-
0 -
-
- 0 - - 0 - - 0 - - 0 -
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
79 3
13 79
3 76
79 3
6 83
3 83
3 83
3 64
3 16
64 3
8 64
3 16
60 3
17 60
3 17
60 3
12 337 205 17
Ma jor/Minor Ma jor1 Ma jor2 Minor1 Minor2
Conflicting Flow All
Stage 1
571 0
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0 -
-
-
-
-
110 0
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0 -
-
-
-
-
633 728 117 620 629 488
-
-
-
-
133 133
500 595
-
-
493 493
127 136
-
Stage 2 -
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver 969
Mov Cap-2 Maneuver
Stage 1
4.13 4.13 7.13 6.53 6.23 7.13 6.53 6.23
- -
-
6.13 5.53
6.13 5.53
-
-
6.13 5.53
6.13 5.53
-
- -
2.227
997
-
- 2.227
- 1474
-
-
-
- 3.527 4.027 3.327 3.527 4.027 3.327
-
-
-
-
-
-
-
-
391 349 932 399 398 578
-
-
868 784
551 491
-
-
556 545
874 782
-
- -
- 1435 343 321 899 363 367 552
-
-
-
-
-
-
-
-
-
343 321
833 752
502 471
-
-
-
363 367
533 523
830 750
-
-
Stage 2 -
Approa ch
HCM Control Delay, s
HCM LOS
EB
1.2 WB
0.2 NB
13.8 B
SB
15 C
Minor La ne /Ma jor Mvmt
Capacity (veh/h)
HCM La ne V/C Ratio
HCMControl Delay (s)
HCM La ne LOS
NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
448 969
0.087 0.013
13.8 8.8
-
-
0 A
-
- 1435
- 0.008
-
-
0 A
-
- 411
- 0.122
-
-
-
7.5 A
-
-
-
15 B C
0.3 A
HCM95th %tile Q(veh) 0 0 0.4
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1686
Attachment 9
Long-Term 2050 AM
12/12/2023
HCM 6th Signalized Intersection Summary
4: Orange Ave & Third St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h)
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT)
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
0 0
0 0
0 0
1370 1940
1370 1940
80 80
0 0.98
1.00 70
70 0
1.00 1.00
150
150
0 0
0 0
0 0
0 340
340
0 10
10 0
0.92 1.00
30 1.00
1.00 40
1.00 1.00
1.00 1.00 1.00
No
1.00 No
1.00 No
1856 1856
391
0.87 3
443
0.13 3585
197
1856 1856 1856 1856 1856
892 2812
0 0
0.66 0
0 0.00
0 0
0 0.87
0 0
0.00 0
84 0.95
3 102
0.70 106
0.66 3
125
0.07 227
0.66 3
813
0.23 11
0.87 3
12 0.13
98 0.95
3 0.95
3 1235 3766
0.70 0.70
1767 5376
892 1931
1767 1856 1823 1767 1763
Arrive On Green
Sat Flow, veh/h 159 1767 3618
Grp Volume(v), veh/h 965 106 227
Grp Sat Flow(s),veh/h/ln
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h
V/C Ra tio(X)
Avail Cap(c_a), veh/h
HCMPlatoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh
Incr Delay (d2), s/veh
Initial Q Delay(d3),s/veh
%ile BackOfQ(50%),veh/ln
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh
LnGrp LOS
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
0 0
0 0
205
1763 1828
19.0 19.0
53.1 53.1
1.00 56.5
56.5 58.6
58.6 0.09
10.3 10.3
1.00 125
0.85 166
1.00 1.00
79.4 25.0
0.0 9.2
9.2 0.0
0.0 0.00
0 0.00
0 1.00
0.00 0.0
0.0 0.0
0.0 0.0
0.0 0.00
0 0.00
0 1.00
0.00 0.0
0.0 0.0
0.0 19.1
19.1 0.05
232
0.88 263
1.00 1.00
74.3 26.0
0.0 1235 2593 1276
0.72 0.74 0.76
1235 2593 1274
813
0.28 956
1.00 1.00
54.7 0.2
224
0.88 254
1.00 1.00
74.2 25.9
0.0 1.00
1.00 19.4
3.7 1.00
1.00 17.9
2.0 1.00
1.00 18.2
4.2 3.2
31.2 15.3
37.3 3.0
30.0 0.0
5.6 4.2 10.3 10.8
38.4 D
22.9 C
25.7 104.5 54.9
D
333
70.7 E
0.0 A
0.0 100.1 100.3
C F A F
402
100.2
F
F
3788
27.3 C
Timer - Assigned Phs 3
18.0 *5.7
*16
12.3 0.1
4 28.1
6.1 24.9
21.1 0.9
6 127.0
6.1 120.9
60.6 54.9
8 46.0
6.1 46.9
11.2 1.6
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
Max Green Setting (Gmax), s
Max Q Clear Time (g_c+I1), s
Green Ext Time (p_c), s
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
36.9 D
Note s
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1687
Attachment 9
Long-Term 2050 AM
12/12/2023
HCM 6th AWSC
5: Glorietta Blvd & Third St/Mullinix Dr
Intersection
Intersection De la y, s/veh16.2
Intersection LOS C
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
10 10
0 0
10 10
10 10
10 10
10 10
90 360
90 360
30 30
10 10
10 10
30 30
0.75 0.75 0.75 0.68 0.68 0.68 0.77 0.77 0.77 0.85 0.85 0.85 3 13
0 3
0 1
3 13
0 3
15 0
3 15
1 3 3 3 3
39 0
3 12
0 3
12 1
3 35
0 15 117 468
Number of Lanes 0 0 1
Approa ch
Opposing Approa ch
Opposing Lanes
EB
WB
1 WB
EB
1 NB
SB
1 SB
NB
1 Conflicting Approa ch Le ft SB
Conflicting Lanes Le ft
Conflicting Approa ch RighNt B
NB
1 SB
1 8.8
A
EB
1 WB
1 17.8
C
WB
1 EB
1 7.8
A
1 Conflicting Lanes Right
HCMControl Delay
HCM LOS
1 8.6
A
La ne
Vol Left, %
Vol Thru, %
Vol Right, %
NBLn1 EBLn1WBLn1 SBLn1
19% 50% 33% 20%
75% 0% 33% 20%
6% 50% 33% 60%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane
LT Vol
Through Vol
480
90 360
30 623
1 20
10 0
10 27
1 30
10 10
10 44
1 50
10 10
30 59
1 RT Vol
La ne Flow Rate
Geometry Grp
De gre e of Util (X)
Departure Headway (Hd)
Convergence, Y/N
Cap
Service Time
HCM La ne V/C Ratio
HCMControl Delay
HCM La ne LOS
HCM95th-tile Q
0.731 0.039 0.066 0.073
4.219 5.322 5.36 4.445
Yes Yes Yes Ye s
860 671 667 805
2.219 3.369 3.404 2.477
0.724 0.04 0.066 0.073
17.8 8.6 8.8 7.8
C A A A
6.6 0.1 0.2 0.2
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1688
Attachment 9
Long-Term 2050 AM
12/12/2023
HCM 6th Signalized Intersection Summary
6: Alameda Blvd & Mc Cain Blvd/4th St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 20 390
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 1.00
20 390 70
70 0
0 0
0 0
0 0
0 0
0 130
130
0 90
90 0
30 150
30 150
0 0
0 0 0 0 0
0.96 1.00 0.96 1.00 1.00
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln 1856 1856 1856
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
No No
0 1856 1856 1856 1856
133 92 33 163
No
0 26 500 90 0 0
0.78 0.78 0.78 0.98 0.98 0.98 0.92 0.92 0.92
3 3 3 0
0 3 3 3 3 0
95 1930 352 0
0.46 0.46 0.46
209 4233 772
193 134 101 646
0.00 0.19 0.19 0.06 0.35 0.00
0 1002 693 1767 1856 0
0 0
Grp Volume(v), veh/h 229 191 196
Grp Sat Flow(s),veh/h/ln1845 1689 1680
0 0
0 225 33 163
0 1696 1767 1856
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h 841 770 766
V/C Ra tio(X) 0.27 0.25 0.26
Avail Cap(c_a), veh/h 841 770 766
4.5 4.0 4.1
4.5 4.0 4.1
0.0 0.0 7.1 1.0 3.6 0.0
0.0 0.0 7.1 1.0 3.6 0.0
0.11 0.46 0.00
0 0.41 1.00
327 101 646
0.00 0 0
0.00 0.00 0.69 0.33 0.25 0.00
0 0 688 254 1203 0
HCMPlatoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh 9.8 9.6 9.7
Incr Delay (d2), s/veh 0.8 0.8 0.8
Initial Q Delay(d3),s/veh 0.0 0.0 0.0
%ile Ba ckOfQ(50%),ve h/ln1.8 1.5 1.5
Uns ig. Move me nt De la y, s/veh
1.00 1.00 1.00
1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 1.00 1.00 1.00 0.00
0.0 0.0 21.7 26.1 13.4 0.0
0.0 0.0 2.6 1.9 0.2 0.0
0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 2.9 0.5 1.4 0.0
LnGrp Delay(d),s/veh 10.6 10.4 10.5 0.0 0.0 24.3 28.0 13.6 0.0 LnGrp LOS B B
616
10.5 B
B A A
225
24.3 C
C C B
196
16.1 B
A
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
Timer - Assigned Phs 1 2 4
32.0 *5.7
*26
6.5 6
25.7 5.6
37.4 5.6
Phs Duration (G+Y+Rc), s9.0 16.7
Change Period (Y+Rc), s* 5.7 5.6
Max Green Setting (Gma*x8),. 3s 23.4
Max Q Clear Time (g_c+I13).,0s 9.1
Green Ext Time (p_c), s 0.0 1.1 3.9 1.0
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
14.5 B
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1689
Attachment 9
Long-Term 2050 AM
12/12/2023
HCM 6th Signalized Intersection Summary
7: Orange Ave & 4th St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 20 580
Initial Q (Qb), veh 10
Ped-Bike Adj(A_pbT) 1.00
20 580 35
35 0
0 0
0 0
0 0
0 0
0 200 280 300 1470
200 280 300 1470
0 0
0 0 0 10 50 0
0.97 1.00 0.95 1.00 1.00
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln 1856 1856 1856
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
No No
0 1856 1856 1856 1856
220 308 316 1547
No
0 22 652 39 0 0
0.89 0.89 0.89 0.91 0.91 0.91 0.95 0.95 0.95
3 3 3 0
0 3 3 3 3 0
40 1317 441 0
0.26 0.26 0.26
161 5064 1522
666 1068 456 1835
0.00 0.38 0.38 0.13 0.58 0.00
0 1856 2980 3428 3618 0
0 0
Grp Volume(v), veh/h 253 421
Grp Sat Flow(s),veh/h/ln1848 1689 1522
39 0 220 308 316 1547
0 1856 1490 1714 1763
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h 480 877 441
V/C Ra tio(X) 0.53 0.48 0.09
Avail Cap(c_a), veh/h 1050 1919 865
7.9 7.1 1.3
7.9 7.1 1.3
0.0 5.6 4.8 5.9 22.1 0.0
0.0 5.6 4.8 5.9 22.1 0.0
0.09 1.00 0.00
0 1.00 1.00
666 1068 456 1835
0.00 0
0.00 0.33 0.29 0.69 0.84 0.00
0 852 1368 790 2678 0
HCMPlatoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh 21.7 21.5 19.2
Incr Delay (d2), s/veh 0.9 0.4 0.1
Initial Q Delay(d3),s/veh 0.7 0.8 0.0
%ile Ba ckOfQ(50%),ve h/ln3.9 3.2 0.5
Uns ig. Move me nt De la y, s/veh
1.00 1.00 1.00
1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00
0.00 1.00 1.00 1.00 1.00 0.00
0.0 18.0 17.7 30.7 22.1 0.0
0.0 0.3 0.1 1.9 1.7 0.0
0.0 0.0 0.0 11.3 34.1 0.0
0.0 2.7 1.9 3.9 26.4 0.0
LnGrp Delay(d),s/veh 23.4 22.7 19.3 0.0 18.3 17.9 43.9 58.0 0.0 LnGrp LOS C C
713
22.7 C
B A B
528
18.1 B
B D E
1863
55.6 E
A
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
Timer - Assigned Phs 1 2 4
23.2 6.1
38.0 9.9
6 43.7
5.1 50.8
24.1 14.4
Phs Duration (G+Y+Rc), 1s3.3 30.4
Change Period (Y+Rc), s* 4.7 5.1
Max Green Setting (Gma x*)1, 5s 30.7
Max Q Clear Time (g_c+I17).,9s 7.6
Green Ext Time (p_c), s 0.7 2.6 5.1
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
41.6 D
Note s
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1690
Attachment 9
Long-Term 2050 AM
12/12/2023
HCM 6th AWSC
8: Alameda Blvd & 6th St
Intersection
Intersection De la y, s/veh 9.7
Intersection LOS A
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
60 60
25 25
15 15
20 20
30 30
10 10
25 150
25 150
20 20
5 5
170
170
60 60
0.85 0.85 0.85 0.75 0.75 0.75 0.81 0.81 0.81 0.95 0.95 0.95 3 71
0 3
29 1
3 18
0 3
27 0
3 40
1 3
13 0
3 3 3
25 0
3 5
0 3
179
1 3
63 0
31 185
Number of Lanes 0 1
Approa ch
Opposing Approa ch
Opposing Lanes
EB
WB
1 WB
EB
1 NB
SB
1 SB
NB
1 Conflicting Approa ch Le ft SB
Conflicting Lanes Le ft
Conflicting Approa ch RighNt B
NB
1 SB
1 9
A
EB
1 WB
1 9.9
A
WB
1 EB
1 9.8
A
1 Conflicting Lanes Right
HCMControl Delay
HCM LOS
1 9.4
A
La ne
Vol Left, %
Vol Thru, %
Vol Right, %
NBLn1 EBLn1WBLn1 SBLn1
13% 60% 33% 2%
77% 25% 50% 72%
10% 15% 17% 26%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane
LT Vol
Through Vol
195 100 60 235
20 30 170
10 60
80 247
25 150
20 60
25 15
5 RT Vol
La ne Flow Rate
Geometry Grp
De gre e of Util (X)
Departure Headway (Hd)
Convergence, Y/N
Cap
Service Time
HCM La ne V/C Ratio
HCMControl Delay
HCM La ne LOS
HCM95th-tile Q
241 118
1 1 1 1
0.315 0.17 0.116 0.316
4.714 5.216 5.212 4.601
Yes Yes Yes Ye s
758 682 682 777
2.771 3.29 3.291 2.656
0.318 0.173 0.117 0.318
9.9 9.4 9
A
9.8 A A A
1.4 0.6 0.4 1.4
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1691
Attachment 9
Long-Term 2050 AM
12/12/2023
HCM 6th Signalized Intersection Summary
9: Orange Ave & 6th St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 40
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 0.94
40 60
60 0
30 30
0 5
5 0
30 30
0 15
15 0
80 440
80 440
20 20
0 30 1230
30 1230
60 60
0 0 0 0 0 0
0.91 0.96 0.85 1.00 0.95 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 Approa ch No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
60 90 45 6 36 18 96 530 24 33 1367 67
0.67 0.67 0.67 0.83 0.83 0.83 0.83 0.83 0.83 0.90 0.90 0.90 3 3 3 3 3 3 3 3 3
87 3 3 3
156 225 102 58 297 138 120 1931 49 1787 87
Arrive On Green
Sat Flow, veh/h
0.28 0.28 0.28 0.28 0.28 0.28 0.07 0.56 0.56 0.03 0.52 0.52 409 790 360 89 1043 485 1767 3426 155 1767 3412 167
Grp Volume(v), veh/h 195
Grp Sat Flow(s),veh/h/ln1558
0 0
0 60 0
0 0 96 272 282 33 705 729
0 1617 0 1767 1763 1818 1767 1763 1816
Q Serve(g_s), s
Cycle Q Clear(g_c), s 11.8 0.0 0.0 3.2 0.0 0.0 6.4 9.6 9.6 2.2 38.1 38.4 Prop In La ne 0.31 0.23 0.10 0.30 1.00 0.09 1.00 0.09
La ne Grp Cap(c), veh/h 483 493 120 993 1024 49 923 951 V/C Ra tio(X) 0.40 0.00 0.00 0.12 0.00 0.00 0.80 0.27 0.28 0.67 0.76 0.77 Avail Cap(c_a), veh/h 520 532 155 993 1024 99 923 951
7.3 0.0 0.0 0.0 0.0 0.0 6.4 9.6 9.6 2.2 38.1 38.4
0 0 0 0
0 0 0 0
HCMPlatoon Ratio
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
1.00 0.00 0.00 1.00 0.00 0.00 0.97 0.97 0.97 0.57 0.57 0.57 Uniform Delay (d), s/veh 34.8 0.0 0.0 31.9 0.0 0.0 55.2 13.5 13.5 57.8 22.7 22.7 Incr Delay (d2), s/veh 0.5 0.0 0.0 0.1 0.0 0.0 19.7 0.7 0.6 8.7 3.5 3.4 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 Ba ckOfQ(50%),ve h/ln4.7 0.0 0.0 1.3 0.0 0.0 3.5 3.9 4.1 1.1 16.1 16.8 Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 35.4 0.0 0.0 32.0 0.0 0.0 74.9 14.2 14.2 66.5 26.1 26.2 LnGrp LOS D A
195
35.4 D
A C A
60 32.0
C
A E B
650
23.1 C
B E C
1467
27.1 C
C
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
Timer - Assigned Phs 1 2 4 5 6 8
39.2 5.1
37.1 5.2
Phs Duration (G+Y+Rc), s8.0 72.7
Change Period (Y+Rc), s* 4.7 5.1
Max Green Setting (Gma*x6),. 7s 61.3
Max Q Clear Time (g_c+I14).,2s 11.6
Green Ext Time (p_c), s 0.0 3.8
39.2 12.8 67.9
5.1 *4.7 5.1
37.1 *11 57.5
13.8 8.4 40.4
1.1 0.0 9.6 0.3
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
26.8 C
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1692
Attachment 9
Long-Term 2050 AM
12/12/2023
HCM 6th Signalized Intersection Summary
10: Orange Ave & 8th St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 80
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 0.98
80 70
70 0
40 40
0 20
20 0
60 60
0 40
40 0
70 490
70 490
10 10
0 30 1160
30 1160
50 50
0 0 0 0 0 0
0.96 0.98 0.96 1.00 0.94 1.00 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 Approa ch No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
108 95 54 33 100 67 75 527 11 35 1365 59
0.74 0.74 0.74 0.60 0.60 0.60 0.93 0.93 0.93 0.85 0.85 0.85 3 3 3 3 3 3 3 3 3
35 3 3 3
228 192 93 102 271 159 96 1677 61 1564 67
Arrive On Green
Sat Flow, veh/h
Grp Volume(v), veh/h 257
0.29 0.29 0.29 0.29 0.29 0.29 0.05 0.48 0.48 0.03 0.46 0.46 553 668 325 157 944 554 1767 3526 74 1767 3430 148
75 263 275 35 700 724
0 1767 1763 1837 1767 1763 1816
0 0
0 200 0
0 0
Grp Sat Flow(s),veh/h/ln1546 0 1655
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h 513
V/C Ra tio(X)
2.7 0.0 0.0 0.0 0.0 0.0 3.1 6.8 6.8 1.4 26.3 26.5
9.5 0.0 0.0 6.9 0.0 0.0 3.1 6.8 6.8 1.4 26.3 26.5
0.42 0.21 0.16
532
0.50 0.00 0.00 0.38 0.00 0.00 0.78 0.31 0.31 0.57 0.87 0.87 Avail Cap(c_a), veh/h 769 814 127 838 873 147 856 882
0.33 1.00 0.04 1.00 0.08
0 0 0 0 96 838 873 61 804 828
0 0 0 0
HCMPlatoon Ratio
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
1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 21.9 0.0 0.0 21.1 0.0 0.0 34.3 11.9 11.9 34.9 18.0 18.1 Incr Delay (d2), s/veh 0.8 0.0 0.0 0.4 0.0 0.0 20.0 0.2 0.2 8.1 9.3 9.4 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 Ba ckOfQ(50%),ve h/ln3.6 0.0 0.0 2.7 0.0 0.0 1.8 2.5 2.6 0.7 11.6 12.0 Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 22.7 0.0 0.0 21.6 0.0 0.0 54.3 12.1 12.1 43.0 27.3 27.4 LnGrp LOS C A
257
22.7 C
A C A
200
21.6 C
A D B
613
17.3 B
B D C
1459
27.8 C
C
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
Timer - Assigned Phs 1 2 4 5 6 8
26.2 5.1
34.1 8.9
Phs Duration (G+Y+Rc), s7.3 40.0
Change Period (Y+Rc), s* 4.7 5.1
Max Green Setting (Gma*x6),. 1s 34.9
Max Q Clear Time (g_c+I13).,4s 8.8
Green Ext Time (p_c), s 0.0 3.4
26.2 8.7 38.6
5.1 *4.7 5.1
34.1 *5.3 35.7
11.5 5.1 28.5
1.6 0.0 5.0 1.2
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
24.2 C
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1693
Attachment 9
Long-Term 2050 AM
12/12/2023
HCM 6th Signalized Intersection Summary
11: Orange Ave & 10th St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 35
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 1.00
35 70
70 0
60 60
0 20
20 0
50 50
0 40
40 0
80 560
80 560
10 10
0 35 930
35 930
70 70
0 0 0 0 0 0
0.95 1.00 0.85 1.00 0.95 1.00 0.86
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 Approa ch No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
47 95 81 30 76 61 93 651 12 38 1000 75
0.74 0.74 0.74 0.66 0.66 0.66 0.86 0.86 0.86 0.93 0.93 0.93 3 3 3 3 3 3 3 3 3
37 3 3 3
60 237 202 41 222 178 113 1992 49 1728 130
Arrive On Green
Sat Flow, veh/h
Grp Volume(v), veh/h
0.03 0.26 0.26 0.02 0.25 0.25 0.06 0.56 0.56 0.03 0.53 0.53 1767 900 767 1767 879 705 1767 3537 65 1767 3281 246
47 176 30 137 93 324 339 38 537 538
0 1667 1767 0 1584 1767 1763 1840 1767 1763 1764
0 0
Grp Sat Flow(s),veh/h/ln1767
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h 60
V/C Ra tio(X)
Avail Cap(c_a), veh/h 114
4.2 0.0 13.9 2.7 0.0 11.3 8.3 15.8 15.8 3.4 33.2 33.2
4.2 0.0 13.9 2.7 0.0 11.3 8.3 15.8 15.8 3.4 33.2 33.2
1.00 0.46 1.00
439 41
0.45 1.00
400 113 993 1036
0.04 1.00 0.14
0 0 49 928 929
0.78 0.00 0.40 0.74 0.00 0.34 0.82 0.33 0.33 0.78 0.58 0.58 0 478 81 425 191 993 1036 103 928 929 0
HCMPlatoon Ratio
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
1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.46 0.46 0.46 Uniform Delay (d), s/veh 76.7 0.0 48.5 77.7 0.0 48.9 74.0 18.7 18.7 77.3 25.8 25.8 Incr Delay (d2), s/veh 18.9 0.0 0.6 22.6 0.0 0.5 13.5 0.9 0.8 11.4 1.2 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 Ba ckOfQ(50%),ve h/ln2.3 0.0 6.0 1.5 0.0 4.6 4.2 6.8 7.1 1.7 14.3 14.4 Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 95.6 0.0 49.1 100.3 0.0 49.4 87.5 19.6 19.6 88.7 27.0 27.0 LnGrp LOS F A
223
58.9 E
D F A
167
58.6 E
D F B
756
27.9 C
B F C
1113
29.1 C
C
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s9.1 95.2 8.4 47.3 15.0 89.4 10.2 45.5 Change Period (Y+Rc), s* 4.7 5.1 *4.7 5.1 *4.7 5.1 *4.7 5.1 Max Green Setting (Gma*x9),. 3s 77.9 *7.3 45.9 *17 69.9 *10 42.9 Max Q Clear Time (g_c+I15).,4s 17.8 4.7 15.9 10.3 35.2 6.2 13.3 Green Ext Time (p_c), s 0.0 4.7 0.0 1.2 0.1 8.9 0.0 0.9 Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
33.8 C
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1694
Attachment 9
Long-Term 2050 AM
12/12/2023
HCM 6th TWSC
12: Glorietta Blvd & Pomona Ave
Intersection
Int De la y, s/veh 8.4
Move me nt EBL EBT WBT WBR SBL SBR
La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Conflicting Peds, #/hr
Sign Control
RT Channelized
Storage Le ngth
Veh in Median Storage, #
Grade, %
420 190
420 190
30 30
0 10
10 32
10 330
10 330
32 0 10 0
Free Free Free Free Stop Stop
- None - None - None
-
-
-
0 -
0 0
-
-
-
0 0
0 -
-
- 0 -
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
86 3
86 3
85 3
35 85
3 12
90 3
11 367
90 3
488 221
Ma jor/Minor
Conflicting Flow All
Stage 1
Ma jor1 Ma jor2 Minor2
0 1280
73 - 1207
79 -
-
4.13 -
0 -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
73 -
-
-
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
-
-
-
6.43 6.23
5.43 5.43
-
- -
2.227 - 3.527 3.327
Pot Cap-1 Maneuver 1513 -
-
-
-
-
-
-
-
182 986
947
282
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver 1467
Mov Cap-2 Maneuver
Stage 1
-
-
-
-
106 956
-
-
-
106
570
274
-
-
Stage 2 -
Approa ch
HCM Control Delay, s
HCM LOS
EB
6 WB
0 SB
14 B
Minor La ne /Ma jor Mvmt
Capacity (veh/h)
HCM La ne V/C Ratio
HCMControl Delay (s)
HCM La ne LOS
EBL EBT WBT WBR SBLn1
1467
0.333
8.7 -
-
0 A
-
-
-
-
-
-
- 774
- 0.488
-
-
-
14 A B
HCM95th %tile Q(veh) 1.5 2.7
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1695
Attachment 9
Long-Term 2050 AM
12/12/2023
HCM 6th Signalized Intersection Summary
13: Orange Ave & Rh Dana Pl/Adella Ave
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h)
Initial Q (Qb), veh
20 20
0 20
20 0
120
120
0 10
10 0
10 10
0 15
15 0
370
370
0 540
540
0 15
15 0
20 20
0 970
970
0 120
120
0 Ped-Bike Adj(A_pbT)
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
0.90 1.00
0.78 1.00
0.92 1.00
0.87 1.00
1.00 1.00
0.92 1.00
1.00 1.00
0.83 1.00 1.00
No
1.00 No
1.00 No
1.00 No
1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 26 0.78
3 243
0.30 713
52 1494
0.0 3.8
0.50 477
0.11 479
1.00 1.00
45.4 0.1
26 0.78
3 234
0.30 154
0.78 3
648
0.30 16
0.63 3
132
0.30 356
56 16
0.63 3
132
0.30 441
0 0
0.0 0.0
24 0.63
3 179
0.30 425
0.87 3
416 2084
0.24 0.60
621
0.87 3
17 0.87
3 57
0.60 25 1198
0.81 148
0.81 3
144
0.38 378
664
0.81 3 3
35 1173
0.02 0.38
Sat Flow, veh/h 781 2164 597 1767 3495
0 0
0.0 0.0
0.43 0
0.00 0
1.00 0.00
0.0 0.0
0.0 0.0
96 1767 3079
Grp Volume(v), veh/h 325 25 682
Grp Sat Flow(s),veh/h/ln
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h
V/C Ra tio(X)
Avail Cap(c_a), veh/h
HCMPlatoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh
Incr Delay (d2), s/veh
Initial Q Delay(d3),s/veh
%ile BackOfQ(50%),veh/ln
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh
LnGrp LOS
0 0
0.0 0.0
154
1082 1394
9.7 9.7
1.00 648
0.24 650
1.00 1.00
47.5 0.2
425 313
1767 1763 1828 1767 1763 1694
0.0 4.5
42.3 42.3
1.00 15.7
15.7 15.7
15.7 0.05
2.5 2.5
1.00 35
0.71 68
1.00 1.00
87.6 23.4
0.0 68.5
68.5 68.5
68.5 0.22
645
1.03 645
1.00 1.00
55.7 43.1
0.0 0.29
443
0.13 444
1.00 1.00
45.7 0.1
0 0.00
0 1.00
0.00 0.0
0.0 0.0
0.0 0
0.00 0
1.00 0.00
0.0 0.0
0.0 0.0
416 1051 1090
1.02 0.30 0.30
416 1051 1090
1.00 1.00
68.8 50.0
0.0 671
1.02 671
1.00 1.00
55.7 38.8
0.0 1.00
1.00 17.8
0.2 0.0
6.6 1.00
1.00 17.8
0.2 0.0
6.9 0.0
1.7 0.0
2.7 0.0
1.9 25.0 1.4 37.6 37.0
45.5 D
0.0 A
47.7 D
45.9 D
0.0 A
0.0 118.8
A
18.0 B
18.0 111.0 94.5
F
98.8 F B F F
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
206
47.2 D
56 45.9
D
1063
58.3 E
1371
96.9 F
Timer - Assigned Phs
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
Max Green Setting (Gmax), s *6.9 103.9
Max Q Clear Time (g_c+I1), s
Green Ext Time (p_c), s
1 2 4
59.0 5.1
54.0 11.7
1.2 5
47.0 *4.7
*42
44.3 0.0
6 73.9
5.4 68.5
70.5 0.0
8 59.0
5.1 54.0
6.5 8.3 112.6
*4.7 5.4
4.5 0.0
17.7 4.5 0.4
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
76.8 E
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1696
Attachment 9
Long-Term 2050 AM
12/12/2023
HCM 6th Signalized Intersection Summary
14: Orange Ave & Pomona Ave
Move me nt WBL WBR NBT NBR SBL SBT
La ne Configurations
Traffic Volume (veh/h) 170
Future Volume (veh/h) 170
5 1120 610
5 1120 610
0 1040
0 1040
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 1.00 0.96
Parking Bus , Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approa ch No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856
0 0 0 0 0 0
0.97 1.00
No No
0 1856
Adj Flow Rate, veh/h 0 1182
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
288 8 1318 718
0.59 0.59 0.85 0.85 0.88 0.88
3 342
3 3 3 0 3
10 1598 782 0 2485
Arrive On Green
Sat Flow, veh/h
Grp Volume(v), veh/h 297
Grp Sat Flow(s),veh/h/ln1760
0.20 0.20 1.00 1.00 0.00 0.70
1706 47 2359 1109
992 1044
0 1763 1612
0 3711
0 1182
0 1763
0 Q Serve(g_s), s
Cycle Q Clear(g_c), s 17.9 0.0 0.0 0.0 0.0 16.4
Prop In La ne 0.97 0.03 0.69 0.00
La ne Grp Cap(c), veh/h 353 0 1243 1137 0 2485
V/C Ra tio(X) 0.84 0.00 0.80 0.92 0.00 0.48
Avail Cap(c_a), veh/h 496 0 1243 1137 0 2485
17.9 0.0 0.0 0.0 0.0 16.4
HCMPlatoon Ratio
Upstream Filter(I)
1.00 1.00 2.00 2.00 1.00 1.00
1.00 0.00 0.71 0.71 0.00 0.45
Uniform Delay (d), s/veh 42.3 0.0 0.0 0.0 0.0 7.2
Incr Delay (d2), s/veh 8.9 0.0 3.9 10.0 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile Ba ckOfQ(50%),ve h/ln8.7 0.0 1.3 3.1 0.0 5.5
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 51.2 0.0 3.9 10.0 0.0 7.3
LnGrp LOS
Approa ch Vo l, veh/h
Approa ch De la y, s/veh 51.2
D
297
A A
2036
7.0 A A A
1182
7.3 Approa ch LOS D A A
Timer - Assigned Phs
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
2 82.9
5.4 6
82.9 5.4
8 27.1
5.0 Max Green Setting (Gmax), s 44.6
Max Q Clear Time (g_c+I1), s 2.0
18.6 18.4
0.2 31.0
19.9 Green Ext Time (p_c), s 28.5 0.7
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
10.8 B
Note s
User approved pedestrian interval to be less than phase max green.
User approved volume balancing among the lanes for turning movement.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1697
Attachment 9
Long-Term 2050 AM
12/12/2023
HCM Signalized Intersection Capacity Analysis
15: Silver Strand Blvd/Orange Ave & Avenida Del Sol
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Total Lost time (s)
La ne Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
70 70
0 0
10 10
0 0
0 0
5 5
20 1640
20 1640
5 5
0 0
1160
1160
50 50
1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
4.0 0.95
1.00 1.00
1.00 0.95
4.0 0.95
0.99 1.00
0.96 0.96
4.7 1.00
1.00 1.00
0.86 1.00
4.7 1.00
1.00 1.00
1.00 0.95
5.8 0.95
1.00 1.00
1.00 1.00
5.8 0.95
1.00 1.00
1.00 1.00
5.8 1.00
0.93 1.00
0.85 1.00
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Ad j. Flow (vph)
1665 1604
0.95 0.96
1665 1604
1596 1752 3503
1.00 0.95 1.00
1596 1752 3503
3505 1461
1.00 1.00
3505 1461
0.79 89
0 0.79
0 44
6 0.79
13 0
0 18
10 0.42
0 0.42
0 0.42
12 11
1 0.87
23 1885
0.87 0.87
6 0
0 10
10 0.91
0 0.91
1275
0 0.91
55 RTOR Reduction (vph) 16
La ne Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bike s (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actua te d Green, G (s)
Effective Green, g (s)
Actua te d g/C Ratio
Clearance Time (s)
Ve hicle Extension (s)
La ne Grp Cap (vph)
v/s Ratio Prot
0 0
0 0
0 0 0
52 23 1891 0
21 1275 40
21 10
Perm NA
4 Perm Prot NA
2 NA Perm
5 6
4 12.9
12.9 0.12
4.0 8
12.2 12.2
0.11 4.7
6 12.9
12.9 0.12
4.0 3.6
3.6 0.03
4.7 87.3
87.3 0.79
5.8 79.0 79.0
79.0 0.72
5.8 79.0
0.72 5.8
3.0 3.0 3.0 3.0 3.0 3.0 3.0
195 188 177 57 2780 2517 1049
0.01 c0.54 0.36
v/s Ratio Perm
v/c Ratio
c0.03
0.27 44.2
1.00 0.7
0.00 0.03
43.0 1.00
0.1 43.1
D
44.0 D
0.00 0.01
43.5 1.00
0.0 0.03
0.04 4.5
3.71 0.0
16.6 B
0.40 52.1
1.00 4.6
56.8 E
0.68 5.1
1.00 1.4
6.5 A
0.51 6.9
3.10 0.0
21.3 C
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approa ch Delay (s)
Approa ch LOS
45.0 D
43.5 D
43.5 D
7.1 A
21.1 C
Intersection Summary
HCM2000 Control Delay 13.9
0.66 110.0
82.0%
15 HCM2000 Level of Service B
HCM2000 Volume to Capacity ratio
Actua te d Cycle Le ngth (s)
Intersection Capacity Utilization
Ana lys is Period (min)
Sum of lost time (s)
ICU Level of Service
15.2 D
c Critical Lane Group
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1698
Attachment 9
Long-Term 2050 AM
12/12/2023
HCM 6th Signalized Intersection Summary
16: Silver Strand Blvd & Avenida De Las Arenas
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 60
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 0.97
60 15
15 0
10 10
0 15
15 0
0 0
0 10
10 0
40 1700
40 1700
40 40
0 25 1060
25 1060
50 50
0 0 0 0 0 0
0.93 0.97 0.94 1.00 0.93 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 Approa ch No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
46 57 12 39 0 26 46 1954 46 29 1218 57
0.81 0.81 0.81 0.38 0.38 0.38 0.87 0.87 0.87 0.87 0.87 0.87 3 3 3 3 3
9 3
89 3 3 3
57 3 3 3
280 333 264 163 59 2435 41 2339 109
Arrive On Green
Sat Flow, veh/h
Grp Volume(v), veh/h
0.18 0.18 0.18 0.18 0.00 0.18 0.07 1.00 1.00 0.02 0.68 0.68 1329 1856 1470 692 50 495 1767 3514 82 1767 3424 160
46 57 12 65 46 974 1026 29 627 648
0 1767 1763 1833 1767 1763 1821
0 0
0 Grp Sat Flow(s),veh/h/ln1329 1856 1470 1237
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h 280 333 264 261
V/C Ra tio(X)
0.0 3.9 1.0 4.7 0.0 0.0 3.8 0.0 0.0 2.4 26.2 26.3
4.8 3.9 1.0 8.6 0.0 0.0 3.8 0.0 0.0 2.4 26.2 26.3
1.00 1.00 0.60 0.40 1.00
59 1222 1270
0.16 0.17 0.05 0.25 0.00 0.00 0.78 0.80 0.81 0.70 0.52 0.52 Avail Cap(c_a), veh/h 361 447 354 343 119 1222 1270 62 1204 1244
0.04 1.00 0.09
0 0 41 1204 1244
0 0
HCMPlatoon Ratio
Upstream Filter(I)
1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 0.00 0.00 0.09 0.09 0.09 0.88 0.88 0.88 Uniform Delay (d), s/veh 52.5 52.1 50.9 54.4 0.0 0.0 69.5 0.0 0.0 72.7 11.7 11.7 Incr Delay (d2), s/veh 0.3 0.2 0.1 0.5 0.0 0.0 2.1 0.5 0.5 17.3 1.4 1.4 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 Ba ckOfQ(50%),ve h/ln1.5 1.9 0.4 2.2 0.0 0.0 1.7 0.2 0.2 1.3 9.9 10.2 Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 52.7 52.3 51.0 54.9 0.0 0.0 71.5 0.5 0.5 90.0 13.1 13.1 LnGrp LOS D D
115
52.3 D
D D A
65 54.9
D
A E A
2046
2.1 A F B
1304
14.8 B
B
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS A
Timer - Assigned Phs 1 2 4 5 6 8
32.0 5.1
36.1 10.6
0.3 Phs Duration (G+Y+Rc), s8.2 109.7
Change Period (Y+Rc), s* 4.7 5.8
Max Green Setting (Gma*x5),. 3s 93.0
Max Q Clear Time (g_c+I14).,4s 2.0
Green Ext Time (p_c), s 0.0 31.2
32.0 9.7 108.3
5.1 *4.7 5.8
36.1 *10 88.2
6.8 5.8 28.3
0.5 0.0 10.6
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
9.4 A
Note s
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1699
Attachment 9
Long-Term 2050 AM
12/12/2023
HCM 6th Signalized Intersection Summary
17: Silver Strand Blvd & Rendova Rd
Move me nt WBL WBR NBT NBR SBL SBT
La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h)
Initial Q (Qb), veh
5 5
0 10 1600
10 1600
60 470 770
60 470 770
0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.91
Parking Bus , Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approa ch No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856
0.97 1.00
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
9 17 1739 65 566 928
0.58 0.58 0.92 0.92 0.83 0.83
3 32
3 3 3 3 3
61 2061 887 439 3048
Arrive On Green
Sat Flow, veh/h
0.06 0.06 1.00 1.00 0.50 1.00
513 970 3618 1518 1767 3618
Grp Volume(v), veh/h 27 0 1739 65 566 928
Grp Sat Flow(s),veh/h/ln1540 0 1763 1518 1767 1763
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
2.5 0.0 0.0 0.0 37.3 0.0
2.5 0.0 0.0 0.0 37.3 0.0
0.33 0.63 1.00 1.00
La ne Grp Cap(c), veh/h 97
V/C Ra tio(X)
Avail Cap(c_a), veh/h 359
0 2061 887 439 3048
0.28 0.00 0.84 0.07 1.29 0.30
0 2061 887 439 3048
HCMPlatoon Ratio
Upstream Filter(I)
1.00 1.00 2.00 2.00 2.00 2.00
1.00 0.00 0.56 0.56 0.87 0.87
Uniform Delay (d), s/veh 67.0 0.0 0.0 0.0 37.7 0.0
Incr Delay (d2), s/veh 1.5 0.0 2.6 0.1 144.0 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile Ba ckOfQ(50%),ve h/ln1.0 0.0 0.7 0.0 29.7 0.0
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 68.6 0.0 2.6 0.1 181.7 0.0
LnGrp LOS
Approa ch Vo l, veh/h
Approa ch De la y, s/veh 68.6
Approa ch LOS
E
27 A A
1804
2.5 A F A
1494
68.8 E A E
Timer - Assigned Phs 1 2 6
135.5
5.8 104.1
2.0 8
14.5 5.1
35.0 4.5
Phs Duration (G+Y+Rc), 4s2.0 93.5
Change Period (Y+Rc), s* 4.7 5.8
Max Green Setting (Gma x*)3, 7s 62.1
Max Q Clear Time (g_c +I319)., 3s 2.0
Green Ext Time (p_c), s 0.0 22.1 7.4 0.1
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
32.8 C
Note s
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1700
Attachment 9
Long-Term 2050 AM
12/12/2023
HCM 6th Signalized Intersection Summary
18: Silver Strand Blvd & Tarawa Rd
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 30
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 1.00
30 30
30 0
20 20
0 5
5 0
30 120 100 1490
30 120 100 1490
50 120 460 180
50 120 460 180
0 0 0 0 0 0 0 0 0
0.95 1.00 0.95 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 Approa ch No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
57 57 38 6 35 141 108 1602 54 148 568 222
0.53 0.53 0.53 0.85 0.85 0.85 0.93 0.93 0.93 0.81 0.81 0.81 3 94
3 99
3 79
3 3 3 3 3 3 3 3 3
35 204 193 129 2056 885 170 1493 582
Arrive On Green
Sat Flow, veh/h
0.05 0.05 0.05 0.13 0.13 0.13 0.15 1.00 1.00 0.10 0.61 0.61 1767 1856 1488 270 1572 1492 1767 3526 1518 1767 2462 960 Grp Volume(v), veh/h 57 57 38 41 0 141 108 1602 54 148 406 384 Grp Sat Flow(s),veh/h/ln1767 1856 1488 1842 0 1492 1767 1763 1518 1767 1763 1659 Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
4.7 4.5 3.7 3.0 0.0 13.6 8.9 0.0 0.0 12.4 17.7 17.8
4.7 4.5 3.7 3.0 0.0 13.6 8.9 0.0 0.0 12.4 17.7 17.8
1.00 1.00 0.15
79 239
1.00 1.00 1.00 1.00 0.58
La ne Grp Cap(c), veh/h 94 99 0 193 129 2056 885 170 1069 1006 V/C Ra tio(X) 0.61 0.58 0.48 0.17 0.00 0.73 0.84 0.78 0.06 0.87 0.38 0.38 94 99 79 405 328 205 2056 885 180 1069 1006
1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 0.00 1.00 0.68 0.68 0.68 0.96 0.96 0.96 Avail Cap(c_a), veh/h
HCMPlatoon Ratio
Upstream Filter(I)
0 Uniform Delay (d), s/veh 69.5 69.4 69.0 58.1 0.0 62.8 63.2 0.0 0.0 66.9 15.1 15.1 Incr Delay (d2), s/veh 10.6 8.0 4.4 0.3 0.0 5.2 11.2 2.1 0.1 32.2 1.0 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 Ba ckOfQ(50%),ve h/ln2.4 2.4 1.5 1.4 0.0 5.5 4.1 0.6 0.0 7.0 7.1 6.7 Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 80.0 77.4 73.4 58.5 0.0 68.0 74.4 2.1 0.1 99.1 16.1 16.2 LnGrp LOS F E
152
77.4 E
E E A
182
65.8 E
E E A
1764
6.4 A F B
938
29.2 C
B
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS A
Timer - Assigned Phs 1 2 4 5 6 8
24.5 5.1
33.0 15.6
0.6 Phs Duration (G+Y+Rc), 1s9.1 93.3
Change Period (Y+Rc), s* 4.7 5.8
Max Green Setting (Gma x*)1, 5s 73.0
Max Q Clear Time (g_c +I114)., 4s 2.0
Green Ext Time (p_c), s 0.0 19.3
13.1 15.6 96.8
5.1 *4.7 5.8
8.0 *17 70.9
6.7 10.9 19.8
0.1 0.1 5.3
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
20.6 C
Note s
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1701
Attachment 9
Long-Term 2050 AM
12/12/2023
HCM Signalized Intersection Capacity Analysis
19: Silver Strand Blvd & Tulagi Rd
Move me nt WBL WBR NBT NBR SBL SBT
La ne Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Total Lost time (s)
La ne Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Ad j. Flow (vph)
RTOR Reduction (vph)
La ne Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bike s (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actua te d Green, G (s)
Effective Green, g (s)
Actua te d g/C Ratio
Clearance Time (s)
Ve hicle Extension (s)
La ne Grp Cap (vph)
v/s Ratio Prot
40 40
5 5
1900
1900
190
190
0 0
270
270
1900 1900 1900 1900 1900 1900
5.1 1.00
0.99 1.00
0.99 0.96
1731
0.96 1731
0.79 51
5.8 0.95
1.00 1.00
1.00 1.00
3505 1502
1.00 1.00
3505 1502
5.8 1.00
0.96 1.00
0.85 1.00
5.8 0.95
1.00 1.00
1.00 1.00
3505
1.00 3505
0.60 450
0.79 6
0.93 2043
0 0.93
204
41 163
10 0.60
0 6
51 0
0 0
0 0
2043 450
10 10
Perm NA Perm
2 NA
6 8
4.0 4.0
0.05 5.1
3.0 92
2 60.1 60.1
60.1 0.80
5.8 60.1
60.1 0.80
5.8 3.0
2808
0.13 60.1
0.80 5.8
3.0 3.0
2808 1203
c0.58
v/s Ratio Perm
v/c Ratio
c0.03
0.56 34.6
1.00 7.1
41.8 D
41.8 D
0.11 0.73
3.5 1.00
1.7 5.2
A
0.14 1.7
1.00 0.2
1.9 A
0.16 1.7
1.30 0.1
2.3 A
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approa ch Delay (s)
Approa ch LOS
4.9 A
2.3 A
Intersection Summary
HCM2000 Control Delay 5.3
0.72 75.0
65.8%
15 HCM2000 Level of Service A
HCM2000 Volume to Capacity ratio
Actua te d Cycle Le ngth (s)
Intersection Capacity Utilization
Ana lys is Period (min)
Sum of lost time (s)
ICU Level of Service
10.9 C
c Critical Lane Group
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1702
Attachment 9
Long-Term 2050 AM
12/12/2023
HCM 6th Signalized Intersection Summary
20: Silver Strand Blvd & Leyte Rd
Move me nt WBL WBR NBT NBR SBL SBT
La ne Configurations
Traffic Volume (veh/h) 40 110 2120 20
20 0
80 350
Future Volume (veh/h) 40 110 2120 80 350
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 1.00 1.00
Parking Bus , Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approa ch No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856
0 0 0 0 0
0.97 1.00
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
53 145 2524
0.76 0.76 0.84 0.84 0.71 0.71
24 113 493
3 3 3 3 3 3
193 172 2395 1033 117 2768
0.11 0.11 0.68 0.68 0.07 0.79
1767 1572 3618 1520 1767 3618
Grp Volume(v), veh/h 53 145 2524 24 113 493
Grp Sat Flow(s),veh/h/ln1767 1572 1763 1520 1767 1763
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
3.6 12.0 90.0 0.7 8.4 4.6
3.6 12.0 90.0 0.7 8.4 4.6
1.00 1.00 1.00 1.00
La ne Grp Cap(c), veh/h 193 172 2395 1033 117 2768
V/C Ra tio(X) 0.27 0.84 1.05 0.02 0.96 0.18
Avail Cap(c_a), veh/h 360 321 2395 1033 117 2867
HCMPlatoon Ratio
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 54.2 57.9 21.2 6.9 61.7 3.6
Incr Delay (d2), s/veh 0.8 10.7 34.5 0.0 73.5 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile Ba ckOfQ(50%),ve h/ln1.7 5.3 42.2 0.2 6.1 1.3
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 54.9 68.6 55.7 6.9 135.1 3.6
LnGrp LOS
Approa ch Vo l, veh/h
Approa ch De la y, s/veh 64.9
Approa ch LOS
D
198
E F
2548
55.2 E
A F A
606
28.1 E C
Timer - Assigned Phs 1 2 6
112.4
*8.4
*1.1E2
6.6 8
20.1 5.6
27.0 14.0
0.5 Phs Duration (G+Y+Rc), 1s4.0 98.4
Change Period (Y+Rc), s* 5.2 *8.4
Max Green Setting (Gma*x8),. 8s *90
Max Q Clear Time (g_c +I110)., 4s 92.0
Green Ext Time (p_c), s 0.0 0.0 3.3
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
50.9 D
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1703
Attachment 9
Long-Term 2050 PM
12/12/2023
HCM 6th Signalized Intersection Summary
1: Orange Ave & 1st St
Move me nt EBT EBR WBL WBT NBL NBR
La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h)
Initial Q (Qb), veh
220
220
0 290
290
0 110
110
0 90
90 0
110
110
0 60
60 0
Ped-Bike Adj(A_pbT)
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
0.85 1.00
0.97 1.00
1.00 1.00
No
1.00 1.00 1.00
No
1.00 No
1856 1856 1856 1856 1856 1856
268
0.82 3
322
0.49 653
0 0
0.0 0.0
354
0.82 3
139
0.79 3
218
0.49 114
0.79 3
913
0.49 131
0.84 3
598
0.34 71
0.84 3
532
0.34 425
0.49 863
622
1516
23.0 23.0
0.57 746
0.83 746
1.00 1.00
14.2 8.1
Sat Flow, veh/h 771 1856 1767 1572
139 114 131 71
771 1856 1767 1572
Grp Volume(v), veh/h
Grp Sat Flow(s),veh/h/ln
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h
V/C Ra tio(X)
Avail Cap(c_a), veh/h
HCMPlatoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh
Incr Delay (d2), s/veh
Initial Q Delay(d3),s/veh
%ile BackOfQ(50%),veh/ln
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh
LnGrp LOS
9.0 32.0
1.00 218
0.64 218
1.00 1.00
29.0 6.1
2.2 2.2
3.4 3.4
2.0 2.0
1.00 598
0.22 598
1.00 1.00
15.4 0.8
1.00 532
0.13 532
1.00 1.00
14.9 0.5
0 0.00
0 1.00
0.00 0.0
0.0 0.0
0.0 913
0.12 913
1.00 1.00
8.9 0.1
0.0 0.8
0.0 8.5
0.0 2.5
0.0 1.4
0.0 0.8
0.0 A
22.3 C
35.1 D
9.0 A
16.2 B
15.4 B
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
622
22.3 C
253
23.3 C
202
15.9 B
Timer - Assigned Phs 2
38.0 6.0
32.0 25.0
2.7 6
38.0 6.0
32.0 34.0
0.0 8
27.0 5.0
22.0 5.4
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
Max Green Setting (Gmax), s
Max Q Clear Time (g_c+I1), s
Green Ext Time (p_c), s 0.5
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
21.3 C
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1704
Attachment 9
Long-Term 2050 PM
12/12/2023
HCM 6th TWSC
2: A Ave & 1st St
Intersection
Int De la y, s/veh 5.3
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Conflicting Peds, #/hr
Sign Control
5 5
10 20
20 0
60 60
11 10
10 11
20 20
0 0
0 10
60 60
17 0
0 0
10 10
10 5
5 10
5 5
0 0
0 17
Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized
Storage Le ngth
Veh in Median Storage, #
Grade, %
-
-
-
- None -
-
-
- None -
-
-
- None -
-
-
- None
-
0 -
-
-
0 -
-
-
0 -
-
-
0 -
-
- 0 - - 0 - - 0 - - 0 -
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
73 3
7 73
3 27
73 3
82 55
3 18
55 3
36 55
3 0
66 3
91 66
3 0
66 3
15 30
3 17
30 3
17 30
3 0
Ma jor/Minor Ma jor1 Ma jor2 Minor1 Minor2
Conflicting Flow All
Stage 1
46 -
-
4.13 -
0 -
-
-
-
-
-
-
-
-
-
-
-
-
-
0 -
-
-
-
-
120 0
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0 -
-
-
-
-
191 175 89 182 216 63
-
-
-
-
93 98
93 82
-
-
82 82
Stage 2 100 134
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
4.13 7.13 6.53 6.23 7.13 6.53 6.23
6.13 5.53
6.13 5.53
-
-
-
-
6.13 5.53
6.13 5.53
-
- -
2.227 - 2.227
- 1462
-
-
-
- 3.527 4.027 3.327 3.527 4.027 3.327
Pot Cap-1 Maneuver 1555 -
-
-
-
-
-
-
-
767 717 966 777 680 999
912 816
906 825
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver 1540
Mov Cap-2 Maneuver
Stage 1
-
-
-
-
-
-
924 825
904 784
-
-
- 1447 723 690 947 740 655 973
-
-
-
-
-
-
-
-
-
723 690
898 804
862 806
-
-
-
740 655
911 806
877 772
-
-
Stage 2 -
Approa ch
HCM Control Delay, s
HCM LOS
EB
0.4 WB
2.5 NB
10.6 B
SB
10.4 B
Minor La ne /Ma jor Mvmt
Capacity (veh/h)
HCM La ne V/C Ratio
HCMControl Delay (s)
HCM La ne LOS
NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
748 1540
0.142 0.004
10.6 7.3
-
-
0 A
-
- 1447
- 0.013
-
-
0 A
-
- 695
- 0.048
-
-
-
7.5 A
-
-
-
10.4 B B
0.5 A
HCM95th %tile Q(veh) 0 0 0.2
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1705
Attachment 9
Long-Term 2050 PM
12/12/2023
HCM 6th TWSC
3: A Ave & 2nd St
Intersection
Int De la y, s/veh 5
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Conflicting Peds, #/hr
10 140
10 140
25 25
55 15 140
15 140
70 70
49 10
10 10
10 10
0 5
5 10
40 40
10 50
50 0
20 20
49 0 55 0 10
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized
Storage Le ngth
Veh in Median Storage, #
Grade, %
-
-
-
- None -
-
-
- None -
-
-
- None -
-
-
- None
-
0 -
-
-
0 -
-
-
0 -
-
-
0 -
-
- 0 - - 0 - - 0 - - 0 -
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
69 3
14 203
69 3
69 3
36 90
3 17 156
90 3
90 3
78 71
3 14
71 3
14 71
3 7
76 3
53 76
3 66
76 3
26 Ma jor/Minor
Conflicting Flow All
Stage 1
Ma jor1
283
Ma jor2 Minor1 Minor2
0 -
-
-
-
-
-
-
-
-
-
-
-
-
-
0 -
-
-
-
-
294 0
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0 -
-
-
-
-
589 621 286 548 600 254
304 304
285 317
7.13 6.53 6.23 7.13 6.53 6.23
6.13 5.53
6.13 5.53
- -
-
-
-
278 278
270 322
-
Stage 2 - -
4.13 -
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
4.13 -
-
-
-
6.13 5.53
6.13 5.53
-
- -
2.227 - 2.227
- 1262
- 3.527 4.027 3.327 3.527 4.027 3.327
Pot Cap-1 Maneuver 1274 -
-
-
-
-
-
-
-
418 402 751 446 413 782
703 661
720 652
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver 1215
Mov Cap-2 Maneuver
Stage 1
-
-
-
-
-
-
-
-
-
726 679
734 649
-
-
- 1196 319 353 705 396 362 738
-
-
-
-
-
-
-
-
-
319 353
657 619
607 612
-
-
-
396 362
683 637
694 607
-
-
Stage 2 -
Approa ch
HCM Control Delay, s
HCM LOS
EB
0.5 WB
0.5 NB
15.6 C
SB
18.3 C
Minor La ne /Ma jor Mvmt
Capacity (veh/h)
HCM La ne V/C Ratio
HCMControl Delay (s)
HCM La ne LOS
NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
374 1215 -
-
- 1196
- 0.014
-
-
-
-
-
-
-
413
0.35 18.3
C
0.094 0.012
15.6 C
0.3 8
A
0 0
A
-
-
-
-
8.1 A
0 0
A
HCM95th %tile Q(veh) - 1.5
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1706
Attachment 9
Long-Term 2050 PM
12/12/2023
HCM 6th Signalized Intersection Summary
4: Orange Ave & Third St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h)
Initial Q (Qb), veh
0 0
0 0
0 0
990
990
50 640
640
75 80
80 0
60 60
0 220
220
0 0
0 0
0 0
0 580
580
60 15
15 0
Ped-Bike Adj(A_pbT)
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
1.00 1.00
0.97 1.00
1.00 1.00
1.00 1.00
1.00 1.00
0.88 1.00 1.00
No
1.00 No
1.00 No
1856 1856 1856 1856 1856 0
0 0.86
0 0
0.00 0
0 0
0.86 0
0 0.00
0 1856 1856
1109
0.96 3
558
0.96 3
83 0.96
3 206
0.55 70
0.86 3
90 1253
0.05 0.34
256
0.86 3
674
0.86 3
962
0.23 3592
339
17 0.86
3 9
0.23 88
1913 1764
0.55 0.55
3534 3145
1109 328
1767 1856 1756 1767 1763
22.2 22.2
1.00 1913 1007
0.58 0.33
1948 1023
1.00 1.00
19.2 1.3
Sat Flow, veh/h 466 1767 3618
Grp Volume(v), veh/h 313 70 256
Grp Sat Flow(s),veh/h/ln
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h
V/C Ra tio(X)
Avail Cap(c_a), veh/h
HCMPlatoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh
Incr Delay (d2), s/veh
Initial Q Delay(d3),s/veh
%ile BackOfQ(50%),veh/ln
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh
LnGrp LOS
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
0 0
0 0
352
1763 1825
10.4 10.4
10.5 10.5
0.27 963
0.32 968
1.00 1.00
16.7 0.9
16.2 13.6
4.2 4.2
1.00 90 1253
0.78 5.6
5.6 0.0
0.0 0.00
0 0.00
0 1.00
0.00 0.0
0.0 0.0
0.0 0.0
0.0 0.00
0 0.00
0 1.00
0.00 0.0
0.0 0.0 101.8
0.0 26.7
19.8 19.8
19.8 19.8
0.05 491
0.72 543
1.00 1.00
41.0 4.0
95.0 26.6
474
0.72 524
1.00 1.00
41.2 4.2
0.20 172 1577
1.00 1.00
16.7 0.9
14.8 13.7
1.00 1.00
52.2 13.4
0.0 1.00
1.00 24.9
0.1 0.0
2.4 11.7
16.5 2.3
32.2 C
32.4 C
1750
32.5 C
33.8 C
65.6 E
25.0 C
326
33.7 C
0.0 A
0.0 147.1 140.1
A F
691
143.5
F
F
Timer - Assigned Phs 3
11.2 *5.7
*11
6.2 4
31.2 6.1
32.1 21.8
3.3 6
65.6 6.1
59.5 24.2
11.8 8
42.4 6.1
48.3 7.6
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
Max Green Setting (Gmax), s
Max Q Clear Time (g_c+I1), s
Green Ext Time (p_c), s 0.0 1.9
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
60.4 E
Note s
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1707
Attachment 9
Long-Term 2050 PM
12/12/2023
HCM 6th AWSC
5: Glorietta Blvd & Third St/Mullinix Dr
Intersection
Intersection De la y, s/veh10.3
Intersection LOS B
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
5 5
5 5
10 10
30 30
60 60
30 30
50 130
50 130
50 50
70 70
50 50
20 20
0.92 0.92 0.92 0.56 0.56 0.56 0.91 0.91 0.91 0.57 0.57 0.57 3 5
0 3
5 1
3 11
0 3 3 3
54 0
3 3 3 3 3
88 1
3 35
0 54 107
0 55 143 55 123
Number of Lanes 1 0 1 0 0
Approa ch
Opposing Approa ch
Opposing Lanes
EB
WB
1 WB
EB
1 NB
SB
1 SB
NB
1 Conflicting Approa ch Le ft SB
Conflicting Lanes Le ft
Conflicting Approa ch RighNt B
NB
1 SB
1 10.3
B
EB
1 WB
1 10.3
B
WB
1 EB
1 10.4
B
1 Conflicting Lanes Right
HCMControl Delay
HCM LOS
1 8.5
A
La ne
Vol Left, %
Vol Thru, %
Vol Right, %
NBLn1 EBLn1WBLn1 SBLn1
22% 25% 25% 50%
57% 25% 50% 36%
22% 50% 25% 14%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane
LT Vol
Through Vol
230
50 130
50 20 120 140
5 5
30 60
30 70
50 RT Vol 10 20
La ne Flow Rate
Geometry Grp
De gre e of Util (X)
Departure Headway (Hd)
Convergence, Y/N
Cap
Service Time
HCM La ne V/C Ratio
HCMControl Delay
HCM La ne LOS
HCM95th-tile Q
253
1 22 214 246
1 1 1
0.335 0.032 0.3 0.332
4.769 5.298 5.046 4.872
Yes Yes Yes Ye s
748 680 707 732
2.835 3.298 3.12 2.941
0.338 0.032 0.303 0.336
10.3 8.5 10.3 10.4
B A B B
1.5 0.1 1.3 1.5
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1708
Attachment 9
Long-Term 2050 PM
12/12/2023
HCM 6th Signalized Intersection Summary
6: Alameda Blvd & Mc Cain Blvd/4th St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 30 1320 120
30 1320 120 0
0 0
0 0
0 0
0 0
110
110
0 80 200 250
80 200 250
0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.95 1.00 0.95 1.00 1.00
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln 1856 1856 1856
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
No No
0 1856 1856 1856 1856
143 104 241 301
No
0 36 1571 143 0
0.84 0.84 0.84
0 0.77 0.77 0.77 0.83 0.83 0.83
3 3 3 0
0 3 3 3 3 0
40 1844 174 0
0.39 0.39 0.39
103 4740 446
191 139 284 820
0.00 0.20 0.20 0.16 0.44 0.00
0 0
0 973 707 1767 1856
247 241 301
0 1680 1767 1856
0 0
0 Grp Volume(v), veh/h 650 540 560
Grp Sat Flow(s),veh/h/ln1850 1689 1750
0 Q Serve(g_s), s
Cycle Q Clear(g_c), s 22.1 19.2 19.2
Prop In La ne 0.06 0.26
La ne Grp Cap(c), veh/h 720 657 681
V/C Ra tio(X) 0.90 0.82 0.82
Avail Cap(c_a), veh/h 720 657 681
22.1 19.2 19.2 0.0 0.0 9.3 8.9 7.2 0.0
0.0 0.0 9.3 8.9 7.2 0.0
0.00 0
0.42 1.00
329 284 820
0.00 0 0
0.00 0.00 0.75 0.85 0.37 0.00
0 0 533 286 1047 0
HCMPlatoon Ratio
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
0.00 0.00 1.00 1.00 1.00 0.00
0.0 0.0 25.3 27.3 12.4 0.0
0.0 0.0 3.4 20.7 0.3 0.0
0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 3.9 5.2 2.8 0.0
Uniform Delay (d), s/veh 19.2 18.3 18.3
Incr Delay (d2), s/veh 16.8 11.1 10.8
Initial Q Delay(d3),s/veh 0.0 0.0 0.0
%ile Ba ckOfQ(50%),ve h/1ln2.1 8.9 9.2
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 36.0 29.4 29.2 0.0 0.0 28.8 47.9 12.7 0.0 LnGrp LOS D C
1750
31.8 C
C A A
247
28.8 C
C D B
542
28.4 C
A
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
Timer - Assigned Phs 1 2 4
31.7 *5.7
*26
24.1 1.6
6 35.1
5.6 37.7
9.2 Phs Duration (G+Y+Rc), 1s6.4 18.7
Change Period (Y+Rc), s* 5.7 5.6
Max Green Setting (Gma x*)1, 1s 21.2
Max Q Clear Time (g_c +I110)., 9s 11.3
Green Ext Time (p_c), s 0.0 1.0 2.0
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
30.8 C
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1709
Attachment 9
Long-Term 2050 PM
12/12/2023
HCM 6th Signalized Intersection Summary
7: Orange Ave & 4th St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 20 1850
Initial Q (Qb), veh 60
Ped-Bike Adj(A_pbT) 1.00
20 1850 40
40 0
0 0
0 0
0 0
0 0
0 240 240 440 1150
240 240 440 1150
0 0
0 0 0 10 70 0
0.98 1.00 0.90 1.00 1.00
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln 1856 1856 1856
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
No No
0 1856 1856 1856 1856
212 283 478 1250
No
0 Adj Flow Rate, veh/h 0
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
Grp Volume(v), veh/h 773 1282
Grp Sat Flow(s),veh/h/ln1853 1689 1537
Q Serve(g_s), s 48.9 41.8 2.0
Cycle Q Clear(g_c), s 48.9 41.8 2.0
Prop In La ne 0.03 1.00
La ne Grp Cap(c), veh/h 909 1670 757
V/C Ra tio(X) 0.85 0.77 0.06
Avail Cap(c_a), veh/h 1037 1890 860
22 2033 44 0
0.91 0.91 0.91 0.94 0.94 0.94 0.92 0.92 0.92
3 3 3 0
0 3 3 3 3 0
15 2568 757 0
0.50 0.50 0.50
53 5177 1537
410 623 575 1560
0.00 0.22 0.22 0.16 0.41 0.00
0 1856 2815 3428 3618 0
0 0
44 0 212 283 478 1250
0 1856 1408 1714 1763
0.0 13.9 12.0 18.8 44.4 0.0
0.0 13.9 12.0 18.8 44.4 0.0
0.00 0
1.00 1.00
410 623 575 1560
0.00 0
0.00 0.52 0.45 0.83 0.80 0.00
0 479 727 778 1830 0
HCMPlatoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh 37.2 33.8 19.9
Incr Delay (d2), s/veh 6.2 1.7 0.0
Initial Q Delay(d3),s/veh 23.4 17.8 0.0
%ile Ba ckOfQ(50%),ve h/3ln8.0 28.3 0.8
Uns ig. Move me nt De la y, s/veh
1.00 1.00 1.00
1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00
0.00 1.00 1.00 1.00 1.00 0.00
0.0 51.3 50.6 58.1 43.1 0.0
0.0 1.0 0.5 5.7 2.3 0.0
0.0 0.0 0.0 12.9 72.8 0.0
0.0 7.2 4.7 10.8 45.5 0.0
LnGrp Delay(d),s/veh 66.7 53.3 20.0 0.0 52.3 51.1 76.8 118.2 0.0 LnGrp LOS E D
2099
57.5 E
B A D
495
51.6 D
D E F
1728
106.8
F
A
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
Timer - Assigned Phs 1 2 4
75.8 6.1
77.2 50.9
18.8 6
62.2 5.1
71.6 46.4
10.7 Phs Duration (G+Y+Rc), 2s6.8 35.4
Change Period (Y+Rc), s* 4.7 5.1
Max Green Setting (Gma x*)3, 1s 35.6
Max Q Clear Time (g_c +I210)., 8s 15.9
Green Ext Time (p_c), s 1.4 2.4
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
76.5 E
Note s
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1710
Attachment 9
Long-Term 2050 PM
12/12/2023
HCM 6th AWSC
8: Alameda Blvd & 6th St
Intersection
Intersection De la y, s/veh12.1
Intersection LOS B
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
40 40
30 30
25 25
10 10
25 25
10 10
15 120
15 120
10 10
50 280
50 280
40 40
0.72 0.72 0.72 0.55 0.55 0.55 0.72 0.72 0.72 0.85 0.85 0.85 3 56
0 3
42 1
3 35
0 3
18 0
3 45
1 3
18 0
3 3 3
14 0
3 3 3
47 0
21 167 59 329
Number of Lanes 0 1 0 1
Approa ch
Opposing Approa ch
Opposing Lanes
EB
WB
1 WB
EB
1 NB
SB
1 SB
NB
1 Conflicting Approa ch Le ft SB
Conflicting Lanes Le ft
Conflicting Approa ch RighNt B
NB
1 SB
1 9.6
A
EB
1 WB
1 10.2
B
WB
1 EB
1 14.1
B
1 Conflicting Lanes Right
HCMControl Delay
HCM LOS
1 10.1
B
La ne NBLn1 EBLn1WBLn1 SBLn1
10% 42% 22% 14%
83% 32% 56% 76%
7% 26% 22% 11%
Stop Stop Stop Stop
Vol Left, %
Vol Thru, %
Vol Right, %
Sign Control
Traffic Vol by Lane
LT Vol
Through Vol
RT Vol
La ne Flow Rate
Geometry Grp
De gre e of Util (X)
145
15 120
10 95
40 30
25 45 370
10 50
25 280
10 40
201 132 82 435
1 1 1 1
0.288 0.206 0.129 0.573
5.144 5.612 5.697 4.841
Yes Yes Yes Ye s
703 641 631 749
3.144 3.627 3.717 2.841
0.286 0.206 0.13 0.581
10.2 10.1 9.6 14.1
Departure Headway (Hd)
Convergence, Y/N
Cap
Service Time
HCM La ne V/C Ratio
HCMControl Delay
HCM La ne LOS
HCM95th-tile Q
B B A B
1.2 0.8 0.4 3.7
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1711
Attachment 9
Long-Term 2050 PM
12/12/2023
HCM 6th Signalized Intersection Summary
9: Orange Ave & 6th St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 80 120
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 0.97
80 120 35
35 0
10 10
0 40
40 0
25 25
0 40 520
40 520
10 10
0 30 960
30 960
40 40
0 0 0 0 0 0 0
0.94 0.98 0.95 1.00 0.91 1.00 0.88
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 Approa ch No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
107 160 47 14 54 34 47 605 12 33 1043 43
0.75 0.75 0.75 0.74 0.74 0.74 0.86 0.86 0.86 0.92 0.92 0.92 3 3 3 3 3 3 3 3 3
24 3 3 3
248 350 92 112 377 213 77 1232 61 1166 48
Arrive On Green
Sat Flow, veh/h
Grp Volume(v), veh/h 314
0.39 0.39 0.39 0.39 0.39 0.39 0.04 0.35 0.35 0.03 0.34 0.34 449 899 237 127 968 548 1767 3528 70 1767 3430 141
47 302 315 33 536 550
0 1767 1763 1835 1767 1763 1808
0 0
0 102 0
0 0
Grp Sat Flow(s),veh/h/ln1585 0 1643
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h 691
V/C Ra tio(X)
5.6 0.0 0.0 0.0 0.0 0.0 1.7 8.9 8.9 1.2 19.0 19.0
9.5 0.0 0.0 2.5 0.0 0.0 1.7 8.9 8.9 1.2 19.0 19.0
0.34 0.15 0.14
703
0.45 0.00 0.00 0.15 0.00 0.00 0.61 0.49 0.49 0.54 0.89 0.89 Avail Cap(c_a), veh/h 959 977 134 616 641 153 619 635
0.33 1.00 0.04 1.00 0.08
0 0 0 0 77 616 641 61 599 615
0 0 0 0
HCMPlatoon Ratio
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
1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.0 0.0 0.0 13.0 0.0 0.0 30.9 16.8 16.8 31.2 20.6 20.6 Incr Delay (d2), s/veh 0.5 0.0 0.0 0.1 0.0 0.0 7.4 0.6 0.6 7.3 15.2 15.0 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 Ba ckOfQ(50%),ve h/ln3.3 0.0 0.0 0.9 0.0 0.0 0.9 3.4 3.5 0.6 9.6 9.8 Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 15.5 0.0 0.0 13.1 0.0 0.0 38.3 17.4 17.4 38.6 35.8 35.6 LnGrp LOS B A
314
15.5 B
A B A
102
13.1 B
A D B
664
18.9 B
B D D
1119
35.8 D
D
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
Timer - Assigned Phs 1 2 4 5 6 8
30.7 5.1
37.0 4.5
Phs Duration (G+Y+Rc), s7.0 28.1
Change Period (Y+Rc), s* 4.7 5.1
Max Green Setting (Gma*x5),. 7s 22.4
Max Q Clear Time (g_c+I13).,2s 10.9
Green Ext Time (p_c), s 0.0 2.9
30.7 7.6 27.5
5.1 *4.7 5.1
37.0 11.5 3.7 21.0
2.0 0.0 1.4
*5 23.1
0.6 Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
26.7 C
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1712
Attachment 9
Long-Term 2050 PM
12/12/2023
HCM 6th Signalized Intersection Summary
10: Orange Ave & 8th St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 60
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 0.95
60 70
70 0
20 20
0 10
10 0
30 30
0 20
20 0
40 430
40 430
10 10
0 30 950
30 950
60 60
0 0 0 0 0 0
0.93 0.96 0.93 1.00 0.92 1.00 0.79
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 Approa ch No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
72 84 24 12 36 24 42 453 11 31 990 62
0.83 0.83 0.83 0.84 0.84 0.84 0.95 0.95 0.95 0.96 0.96 0.96 3 3 3 3 3 3 3 3 3
28 3 3 3
302 333 86 136 377 225 72 1146 58 1054 66
Arrive On Green
Sat Flow, veh/h
Grp Volume(v), veh/h 180
0.42 0.42 0.42 0.42 0.42 0.42 0.04 0.33 0.33 0.03 0.32 0.32 543 802 207 176 906 541 1767 3509 85 1767 3309 207
42 227 237 31 527 525
0 1767 1763 1832 1767 1763 1753
0 0
0 72 0
0 0
Grp Sat Flow(s),veh/h/ln1552 0 1622
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h 721
V/C Ra tio(X)
1.6 0.0 0.0 0.0 0.0 0.0 1.5 6.6 6.6 1.1 19.3 19.3
4.6 0.0 0.0 1.7 0.0 0.0 1.5 6.6 6.6 1.1 19.3 19.3
0.40 0.13 0.17
738
0.25 0.00 0.00 0.10 0.00 0.00 0.58 0.39 0.40 0.53 0.94 0.94 Avail Cap(c_a), veh/h 870 892 133 576 598 147 562 559
0.33 1.00 0.05 1.00 0.12
0 0 0 0 72 576 598 58 562 559
0 0 0 0
HCMPlatoon Ratio
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
1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.6 0.0 0.0 11.8 0.0 0.0 31.2 17.2 17.2 31.5 21.9 21.9 Incr Delay (d2), s/veh 0.2 0.0 0.0 0.1 0.0 0.0 7.3 0.4 0.4 7.4 23.8 24.0 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 Ba ckOfQ(50%),ve h/ln1.6 0.0 0.0 0.6 0.0 0.0 0.8 2.5 2.6 0.6 11.0 10.9 Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 12.8 0.0 0.0 11.9 0.0 0.0 38.6 17.7 17.7 39.0 45.7 45.9 LnGrp LOS B A
180
12.8 B
A B A
72 11.9
B
A D B
506
19.4 B
B D D
1083
45.6 D
D
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
Timer - Assigned Phs 1 2 4 5 6 8
32.6 5.1
34.0 3.7
Phs Duration (G+Y+Rc), s6.9 26.7
Change Period (Y+Rc), s* 4.7 5.1
Max Green Setting (Gma*x5),. 5s 20.6
Max Q Clear Time (g_c+I13).,1s 8.6
Green Ext Time (p_c), s 0.0 2.2
32.6 7.4 26.2
5.1 *4.7 5.1
34.0 6.6 3.5 21.3
1.1 0.0 0.0
*5 21.1
0.4 Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
33.9 C
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1713
Attachment 9
Long-Term 2050 PM
12/12/2023
HCM 6th Signalized Intersection Summary
11: Orange Ave & 10th St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 60
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 1.00
60 90 110
90 110
30 30
0 50
50 0
30 30
0 50 420
50 420
20 20
0 50 880
50 880
40 40
0 0 0 0 0 0 0 0
0.83 1.00 0.87 1.00 0.85 1.00 0.66
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 Approa ch No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
75 112 138 32 53 32 59 494 24 57 1000 45
0.80 0.80 0.80 0.94 0.94 0.94 0.85 0.85 0.85 0.88 0.88 0.88 3 3 3 3 3 3 3 3 3
56 3 3 3
96 274 338 50 389 235 76 1166 73 1147 52
Arrive On Green
Sat Flow, veh/h
0.05 0.41 0.41 0.03 0.38 0.38 0.04 0.34 0.34 0.04 0.34 0.34 1767 674 830 1767 1020 616 1767 3391 164 1767 3349 151
Grp Volume(v), veh/h 75 0 250 32 0 85 59 256 262 57 526 519 Grp Sat Flow(s),veh/h/ln1767 0 1504 1767 0 1637 1767 1763 1792 1767 1763 1737 Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h 96
V/C Ra tio(X)
4.6 0.0 13.0 2.0 0.0 3.7 3.6 12.2 12.3 3.5 30.7 30.7
4.6 0.0 13.0 2.0 0.0 3.7 3.6 12.2 12.3 3.5 30.7 30.7
1.00 0.55 1.00
613 50
0.78 0.00 0.41 0.64 0.00 0.14 0.78 0.42 0.43 0.78 0.87 0.87 Avail Cap(c_a), veh/h 139 613 105 627 114 647 657 155 687 677
0.38 1.00 0.09 1.00 0.09
0 0 624 76 606 616 73 604 595
0 0
HCMPlatoon Ratio
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
1.00 0.00 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 51.2 0.0 23.1 52.7 0.0 22.1 51.9 27.6 27.6 52.0 33.8 33.8 Incr Delay (d2), s/veh 16.2 0.0 0.4 12.7 0.0 0.1 17.1 0.5 0.5 15.9 10.8 11.0 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 Ba ckOfQ(50%),ve h/ln2.5 0.0 4.7 1.1 0.0 1.5 2.0 5.2 5.3 1.9 14.7 14.5 Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 67.4 0.0 23.5 65.3 0.0 22.2 69.1 28.1 28.1 67.9 44.6 44.8 LnGrp LOS E A
325
33.7 C
C E A
117
34.0 C
C E C
577
32.3 C
C E D
1102
45.9 D
D
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s9.3 42.8 7.8 49.8 9.4 42.6 10.6 46.9 Change Period (Y+Rc), s* 4.7 5.1 *4.7 5.1 *4.7 5.1 *4.7 5.1 Max Green Setting (Gma*x9),. 6s 40.2 *6.5 44.1 *7.1 42.7 *8.6 42.0 Max Q Clear Time (g_c+I15).,5s 14.3 4.0 15.0 5.6 32.7 6.6 5.7 Green Ext Time (p_c), s 0.0 3.3 0.0 1.9 0.0 4.8 0.0 0.5 Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
39.7 D
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1714
Attachment 9
Long-Term 2050 PM
12/12/2023
HCM 6th TWSC
12: Glorietta Blvd & Pomona Ave
Intersection
Int De la y, s/veh 7.1
Move me nt EBL EBT WBT WBR SBL SBR
La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Conflicting Peds, #/hr
Sign Control
RT Channelized
Storage Le ngth
Veh in Median Storage, #
Grade, %
420 180
420 180
50 50
0 5
5 21
5 5
10 230
230
21 0 0
Free Free Free Free Stop Stop
- None - None - None
-
-
-
0 -
0 0
-
-
-
0 0
0 -
-
- 0 -
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
90 3
90 3
75 3
67 75
3 7
84 3
6 84
3 467 200 274
Ma jor/Minor Ma jor1 Ma jor2 Minor2
Conflicting Flow All
Stage 1
95 -
-
4.13 -
0 -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0 1236
92 - 1144
92 -
-
-
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
-
-
-
6.43 6.23
5.43 5.43
-
- -
2.227 - 3.527 3.327
Pot Cap-1 Maneuver 1493 -
-
-
-
-
-
-
-
194 963
929
302
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver 1463
Mov Cap-2 Maneuver
Stage 1
-
-
-
-
120 944
-
-
-
120
583
296
-
-
Stage 2 -
Approa ch
HCM Control Delay, s
HCM LOS
EB
6 WB
0 SB
11.6 B
Minor La ne /Ma jor Mvmt
Capacity (veh/h)
HCM La ne V/C Ratio
HCMControl Delay (s)
HCM La ne LOS
EBL EBT WBT WBR SBLn1
1463
0.319
8.6 -
-
0 A
-
-
-
-
-
-
-
-
-
-
-
824
0.34 11.6
A B
HCM95th %tile Q(veh) 1.4 1.5
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1715
Attachment 9
Long-Term 2050 PM
12/12/2023
HCM 6th Signalized Intersection Summary
13: Orange Ave & Rh Dana Pl/Adella Ave
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h)
Initial Q (Qb), veh
70 70
0 120
120
0 430
430
0 40
40 0
25 25
0 20
20 0
150
150
0 410
410
0 15
15 0
45 45
0 930
930
0 90
90 0
Ped-Bike Adj(A_pbT)
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
0.89 1.00
0.68 1.00
0.95 1.00
0.81 1.00
1.00 1.00
0.85 1.00
1.00 1.00
0.66 1.00 1.00
No
1.00 No
1.00 No
1.00 No
1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 88 0.80
3 210
0.38 468
238
1384
0.0 19.4
0.37 554
0.43 555
1.00 1.00
33.6 0.5
150
0.80 3
344
0.38 538
0.80 3
702
0.38 66
0.61 3
41 0.61
3 33
0.61 3
63 0.38
183
0.82 3
206 1650
0.12 0.48
500
0.82 3
18 0.82
3 59
0.48 55 1134
0.82 110
0.82 3
120
0.40 298
599
0.82 3 3
150
0.38 300
140
707
13.5 32.9
0.47 302
0.46 303
1.00 1.00
41.9 1.1
90 71 1240
0.38 0.04 0.40
240
0 0
0.0 0.0
Sat Flow, veh/h 915 1869 167 1767 3446
0 0
0.0 0.0
0.24 0
0.00 0
1.00 0.00
0.0 0.0
0.0 0.0
124 1767 3085
Grp Volume(v), veh/h 263 55 645
Grp Sat Flow(s),veh/h/ln
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h
V/C Ra tio(X)
Avail Cap(c_a), veh/h
HCMPlatoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh
Incr Delay (d2), s/veh
Initial Q Delay(d3),s/veh
%ile BackOfQ(50%),veh/ln
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh
LnGrp LOS
0 0
0.0 0.0
538
934
36.3 36.3
1.00 702
0.77 703
1.00 1.00
39.4 5.1
183 255
1767 1763 1807 1767 1763 1619
14.7 14.7
1.00 206
0.89 237
1.00 1.00
62.6 28.3
0.0 12.7
12.7 12.8
12.8 0.07
865
0.30 882
1.00 1.00
22.9 0.2
4.4 4.4
1.00 71
0.78 129
1.00 1.00
68.4 16.7
0.0 49.7
49.7 50.4
50.4 0.18
651
0.92 691
1.00 1.00
40.8 17.0
0.0 0
0.00 0
1.00 0.00
0.0 0.0
0.0 0.0
0 0.00
0 1.00
0.00 0.0
0.0 0.0
0.0 844
0.30 860
1.00 1.00
22.8 0.2
709
0.91 753
1.00 1.00
40.5 14.7
0.0 0.0
6.5 0.0
8.8 0.0
4.4 0.0
5.4 0.0
8.2 5.6 2.3 24.3 23.0
34.1 C
0.0 A
44.5 D
43.1 D
0.0 A
0.0 A
90.9 F
23.0 C
23.0 C
85.1 F
55.2 E
57.7 E
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
776
41.3 D
140
43.1 D
701
40.8 D
1299
57.6 E
Timer - Assigned Phs
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
Max Green Setting (Gmax), s *11
Max Q Clear Time (g_c+I1), s
Green Ext Time (p_c), s
1 10.4
*4.7
2 74.3
5.4 70.2
14.8 3.5
4 59.1
5.1 54.1
38.3 4.6
5 21.5
*4.7
*19
16.7 0.1
6 63.2
5.4 61.4
52.4 5.4
8 59.1
5.1 54.1
34.9 1.0
6.4 0.0
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
48.5 D
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1716
Attachment 9
Long-Term 2050 PM
12/12/2023
HCM 6th Signalized Intersection Summary
14: Orange Ave & Pomona Ave
Move me nt WBL WBR NBT NBR SBL SBT
La ne Configurations
Traffic Volume (veh/h) 220
Future Volume (veh/h) 220
10 560 600
10 560 600
0 1190
0 1190
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 1.00 0.95
Parking Bus , Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approa ch No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856
0 0 0 0 0 0
0.97 1.00
No No
0 1856
Adj Flow Rate, veh/h 0 1266
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
275 12 602 645
0.80 0.80 0.93 0.93 0.94 0.94
3 349
3 3 3 0 3
15 1229 1061 0 2457
Arrive On Green
Sat Flow, veh/h
Grp Volume(v), veh/h 288
Grp Sat Flow(s),veh/h/ln1754
0.21 0.21 1.00 1.00 0.00 0.70
1675 73 1856 1522
602 645
0 1763 1522
0 3711
0 1266
0 1763
0 Q Serve(g_s), s
Cycle Q Clear(g_c), s 17.1 0.0 0.0 0.0 0.0 18.7
Prop In La ne 0.95 0.04 1.00 0.00
La ne Grp Cap(c), veh/h 366 0 1229 1061 0 2457
V/C Ra tio(X) 0.79 0.00 0.49 0.61 0.00 0.52
Avail Cap(c_a), veh/h 494 0 1229 1061 0 2457
17.1 0.0 0.0 0.0 0.0 18.7
HCMPlatoon Ratio
Upstream Filter(I)
1.00 1.00 1.67 1.67 1.00 1.00
1.00 0.00 0.92 0.92 0.00 0.48
Uniform Delay (d), s/veh 41.2 0.0 0.0 0.0 0.0 7.9
Incr Delay (d2), s/veh 6.0 0.0 1.3 2.4 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile Ba ckOfQ(50%),ve h/ln8.0 0.0 0.4 0.7 0.0 6.3
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 47.2 0.0 1.3 2.4 0.0 8.0
LnGrp LOS
Approa ch Vo l, veh/h
Approa ch De la y, s/veh 47.2
D
288
A A
1247
1.9 A A A
1266
8.0 Approa ch LOS D A A
Timer - Assigned Phs
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
2 82.1
5.4 6
82.1 5.4
8 27.9
5.0 Max Green Setting (Gmax), s 41.6
Max Q Clear Time (g_c+I1), s 2.0
21.6 20.7
0.7 31.0
19.1 Green Ext Time (p_c), s 12.4 0.7
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
9.3 A
Note s
User approved pedestrian interval to be less than phase max green.
User approved volume balancing among the lanes for turning movement.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1717
Attachment 9
Long-Term 2050 PM
12/12/2023
HCM Signalized Intersection Capacity Analysis
15: Silver Strand Blvd/Orange Ave & Avenida Del Sol
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Total Lost time (s)
La ne Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
80 80
0 0
30 30
0 0
0 0
5 5
10 1050
10 1050
20 20
0 0
1300
1300
90 90
1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
4.0 0.95
1.00 1.00
1.00 0.95
4.0 0.95
0.96 1.00
0.92 0.98
4.7 1.00
1.00 1.00
0.86 1.00
4.7 1.00
1.00 1.00
1.00 0.95
5.8 0.95
1.00 1.00
1.00 1.00
5.8 0.95
1.00 1.00
1.00 1.00
5.8 1.00
0.90 1.00
0.85 1.00
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Ad j. Flow (vph)
1665 1511
0.95 0.98
1665 1511
1596 1752 3492
1.00 0.95 1.00
1596 1752 3492
3505 1409
1.00 1.00
3505 1409
0.77 104
0 0.77
0 61
8 0.77
39 0
0 39
10 0.38
0 0.38
0 0.38
13 12
1 0.90
11 1167
0.90 0.90
22 0
0 10
10 0.95
0 0.95
1368
0 0.95
95 RTOR Reduction (vph) 17
La ne Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bike s (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actua te d Green, G (s)
Effective Green, g (s)
Actua te d g/C Ratio
Clearance Time (s)
Ve hicle Extension (s)
La ne Grp Cap (vph)
v/s Ratio Prot
0 0
0 0
0 1 0
74 11 1188 0
37 1368 78
37 10
Perm NA
4 Perm Prot NA
2 NA Perm
5 6
4 13.3
13.3 0.12
4.0 8
12.6 12.6
0.11 4.7
6 13.3
13.3 0.12
4.0 1.8
1.8 0.02
4.7 86.9
86.9 0.79
5.8 80.4 80.4
80.4 0.73
5.8 80.4
0.73 5.8
3.0 3.0 3.0 3.0 3.0 3.0 3.0
201 182 182 28 2758 2561 1029
0.01 c0.34 c0.39
v/s Ratio Perm
v/c Ratio
c0.04
0.37 44.5
1.00 1.1
0.01 0.05
42.7 1.00
0.1 42.8
D
44.3 D
0.00 0.01
43.2 1.00
0.0 0.06
0.39 53.6
1.00 8.9
62.4 E
0.43 3.7
1.00 0.5
4.2 A
0.53 6.5
2.79 0.0
18.2 B
0.08 4.2
2.27 0.0
9.6 A
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approa ch Delay (s)
Approa ch LOS
45.6 D
43.2 D
43.2 D
4.7 A
17.7 B
Intersection Summary
HCM2000 Control Delay 13.6
0.52 110.0
71.9%
15 HCM2000 Level of Service B
HCM2000 Volume to Capacity ratio
Actua te d Cycle Le ngth (s)
Intersection Capacity Utilization
Ana lys is Period (min)
Sum of lost time (s)
ICU Level of Service
15.2 C
c Critical Lane Group
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1718
Attachment 9
Long-Term 2050 PM
12/12/2023
HCM 6th Signalized Intersection Summary
16: Silver Strand Blvd & Avenida De Las Arenas
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 70
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 0.92
70 10
10 0
50 50
0 30
30 0
10 10
0 10
10 0
30 990
30 990
60 60
0 50 1360
50 1360
70 70
0 0 0 0 0 0
0.92 0.95 0.92 1.00 0.94 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 Approa ch No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
94 0 61 35 12 12 36 1179 71 53 1447 74
0.82 0.82 0.82 0.85 0.85 0.85 0.84 0.84 0.84 0.94 0.94 0.94 3 600
3 0
3 3 3
65 3
56 3 3 3 3 3 3
282 191 46 2232 134 68 2303 117
Arrive On Green
Sat Flow, veh/h
0.19 0.00 0.19 0.19 0.19 0.19 0.05 1.00 1.00 0.04 0.68 0.68 2545 0 1453 788 336 287 1767 3364 202 1767 3407 174
Grp Volume(v), veh/h
Grp Sat Flow(s),veh/h/ln1273
94 0 61 59 0
0 0 36 617 633 53 746 775
0 1453 1411 0 1767 1763 1804 1767 1763 1818
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h 600
V/C Ra tio(X)
Avail Cap(c_a), veh/h 733
0.0 0.0 5.3 3.6 0.0 0.0 3.0 0.0 0.0 4.5 35.7 36.1
4.1 0.0 5.3 5.0 0.0 0.0 3.0 0.0 0.0 4.5 35.7 36.1
1.00 1.00 0.59
282 312
0.20 1.00 0.11 1.00 0.10
0 0 0 46 1170 1197 68 1192 1229
0.16 0.00 0.22 0.19 0.00 0.00 0.78 0.53 0.53 0.78 0.63 0.63 0 358 385 112 1170 1197 133 1192 1229 0 0
HCMPlatoon Ratio
Upstream Filter(I)
1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00
1.00 0.00 1.00 1.00 0.00 0.00 0.44 0.44 0.44 0.86 0.86 0.86 Uniform Delay (d), s/veh 50.4 0.0 50.9 50.6 0.0 0.0 70.7 0.0 0.0 71.5 13.6 13.7 Incr Delay (d2), s/veh 0.1 0.0 0.4 0.3 0.0 0.0 11.9 0.8 0.7 15.1 2.1 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 Ba ckOfQ(50%),ve h/ln1.5 0.0 2.0 1.9 0.0 0.0 1.5 0.2 0.2 2.3 13.5 14.1 Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 50.5 0.0 51.3 50.9 0.0 0.0 82.5 0.8 0.7 86.5 15.8 15.8 LnGrp LOS D A
155
50.8 D
D D A
59 50.9
D
A F A
1286
3.0 A F B
1574
18.2 B
B
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS A
Timer - Assigned Phs 1 2 4 5 6 8
34.2 5.1
36.9 7.0
Phs Duration (G+Y+Rc), 1s0.5 105.3
Change Period (Y+Rc), s* 4.7 5.8
Max Green Setting (Gma x*)1, 1s 86.2
Max Q Clear Time (g_c+I16).,5s 2.0
Green Ext Time (p_c), s 0.0 10.4
34.2 8.6 107.2
5.1 *4.7 5.8
36.9 *9.5 88.0
7.3 5.0 38.1
0.6 0.0 14.4 0.3
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
14.1 B
Note s
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1719
Attachment 9
Long-Term 2050 PM
12/12/2023
HCM 6th Signalized Intersection Summary
17: Silver Strand Blvd & Rendova Rd
Move me nt WBL WBR NBT NBR SBL SBT
La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h)
Initial Q (Qb), veh
5 5
0 30 1110
30 1110
5 5
0 15 1630
15 1630
0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.92
Parking Bus , Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approa ch No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856
0.97 1.00
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
6 34 1233 6 17 1895
0.89 0.89 0.90 0.90 0.86 0.86
3 16
3 3 3 3 3
88 2759 1193 74 3018
Arrive On Green
Sat Flow, veh/h
0.07 0.07 1.00 1.00 0.08 1.00
218 1237 3618 1524 1767 3618
Grp Volume(v), veh/h 41 0 1233 6 17 1895
Grp Sat Flow(s),veh/h/ln1491 0 1763 1524 1767 1763
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h 106
V/C Ra tio(X)
3.9 0.0 0.0 0.0 1.3 0.0
3.9 0.0 0.0 0.0 1.3 0.0
0.15 0.83
0 2759 1193
0.39 0.00 0.45 0.01 0.23 0.63
Avail Cap(c_a), veh/h 348 0 2759 1193 74 3018
1.00 1.00
74 3018
HCMPlatoon Ratio
Upstream Filter(I)
1.00 1.00 2.00 2.00 2.00 2.00
1.00 0.00 0.80 0.80 0.78 0.78
Uniform Delay (d), s/veh 66.5 0.0 0.0 0.0 66.4 0.0
Incr Delay (d2), s/veh 2.3 0.0 0.4 0.0 5.5 0.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile Ba ckOfQ(50%),ve h/ln1.6 0.0 0.2 0.0 0.7 0.1
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 68.8 0.0 0.4 0.0 72.0 0.3
LnGrp LOS
Approa ch Vo l, veh/h
Approa ch De la y, s/veh 68.8
E
41 A A
1239
0.4 A E A
1912
1.0 Approa ch LOS E A A
Timer - Assigned Phs 1 2 6
134.2
5.8 104.1
2.0 8
15.8 5.1
35.0 5.9
Phs Duration (G+Y+Rc), 1s1.0 123.2
Change Period (Y+Rc), s* 4.7 5.8
Max Green Setting (Gma*x6),. 3s 93.1
Max Q Clear Time (g_c+I13).,3s 2.0
Green Ext Time (p_c), s 0.0 11.6 29.1 0.1
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
1.6 A
Note s
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1720
Attachment 9
Long-Term 2050 PM
12/12/2023
HCM 6th Signalized Intersection Summary
18: Silver Strand Blvd & Tarawa Rd
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h) 180
Future Volume (veh/h) 180
30 30
0 70
70 0
5 5
0 50 280
50 280
35 570
35 570
5 5
0 80 1520
80 1520
60 60
Initial Q (Qb), veh 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.96 1.00 0.96 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 Approa ch No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
272 0 95 6 61 341 43 704 6 85 1617 64
0.74 0.74 0.74 0.82 0.82 0.82 0.81 0.81 0.81 0.94 0.94 0.94 3 320
3 0
3 137
3 3 3 3 3 3 3 3 3
37 373 337 55 1727 741 105 1790 71
Arrive On Green
Sat Flow, veh/h
Grp Volume(v), veh/h 272
0.09 0.00 0.09 0.22 0.22 0.22 0.06 0.98 0.98 0.06 0.52 0.52 3534 0 1515 165 1682 1517 1767 3526 1514 1767 3454 136
95 67 341 43 704 85 822 859
0 1515 1847 0 1517 1767 1763 1514 1767 1763 1827
0 0 6
Grp Sat Flow(s),veh/h/ln1767
Q Serve(g_s), s 11.4 0.0 9.1 4.4 0.0 33.3 3.6 1.0 0.0 7.1 63.1 64.1 Cycle Q Clear(g_c), s 11.4 0.0 9.1 4.4 0.0 33.3 3.6 1.0 0.0 7.1 63.1 64.1 Prop In La ne
La ne Grp Cap(c), veh/h 320
V/C Ra tio(X)
Avail Cap(c_a), veh/h 351
1.00 1.00 0.09
137 410
1.00 1.00 1.00 1.00 0.07
0 0 337 55 1727 741 105 914 947
0.85 0.00 0.69 0.16 0.00 1.01 0.78 0.41 0.01 0.81 0.90 0.91 0 150 410 337 65 1727 741 178 914 947 0
HCMPlatoon Ratio
Upstream Filter(I)
1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00
1.00 0.00 1.00 1.00 0.00 1.00 0.97 0.97 0.97 0.73 0.73 0.73 Uniform Delay (d), s/veh 67.2 0.0 66.2 47.1 0.0 58.3 69.8 0.8 0.8 69.7 32.6 32.8 Incr Delay (d2), s/veh 16.4 0.0 11.5 0.2 0.0 52.2 38.7 0.7 0.0 10.1 10.5 10.8 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 Ba ckOfQ(50%),ve h/ln5.9 0.0 4.0 2.1 0.0 17.7 2.2 0.4 0.0 3.5 28.1 29.6 Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 83.6 0.0 77.6 47.3 0.0 110.5 108.5 1.5 0.8 79.8 43.1 43.6 LnGrp LOS F A
367
82.1 F
E D A
408
100.1
F
F F A
753
7.6 A
A E D
1766
45.1 D
D
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
Timer - Assigned Phs 1 2 4 5 6 8
38.4 5.1
33.3 35.3
0.0 Phs Duration (G+Y+Rc), 1s3.6 79.3
Change Period (Y+Rc), s* 4.7 5.8
Max Green Setting (Gma x*)1, 5s 66.0
Max Q Clear Time (g_c+I19).,1s 3.0
Green Ext Time (p_c), s 0.1 5.1
18.7 9.4 83.5
5.1 *4.7 5.8
14.9 *5.5 75.6
13.4 5.6 66.1
0.2 0.0 6.7
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
47.5 D
Note s
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1721
Attachment 9
Long-Term 2050 PM
12/12/2023
HCM Signalized Intersection Capacity Analysis
19: Silver Strand Blvd & Tulagi Rd
Move me nt WBL WBR NBT NBR SBL SBT
La ne Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Total Lost time (s)
La ne Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Ad j. Flow (vph)
RTOR Reduction (vph)
La ne Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bike s (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actua te d Green, G (s)
Effective Green, g (s)
Actua te d g/C Ratio
Clearance Time (s)
Ve hicle Extension (s)
La ne Grp Cap (vph)
v/s Ratio Prot
210
210
0 0
600
600
50 50
0 0
1570
1570
1900 1900 1900 1900 1900 1900
5.1 1.00
1.00 1.00
1.00 0.95
1752
0.95 1752
0.77 273
5.8 0.95
1.00 1.00
1.00 1.00
3505 1500
1.00 1.00
3505 1500
5.8 1.00
0.96 1.00
0.85 1.00
5.8 0.95
1.00 1.00
1.00 1.00
3505
1.00 3505
0.91 1725
0 0.77
0 0.92
652
0 0.92
54 19
35 10
0.91 0
0 273
0 0
0 652 0 1725
10 10
Perm NA Perm
2 NA
6 8
15.5 15.5
0.21 5.1
3.0 362
2 48.6 48.6
48.6 0.65
5.8 3.0
972
48.6 48.6
0.65 5.8
3.0 2271
c0.49
48.6 0.65
5.8 3.0
2271
0.19 v/s Ratio Perm
v/c Ratio
c0.16
0.75 28.0
1.00 8.6
36.6 D
36.6 D
0.02 0.04
4.8 1.00
0.1 0.29
5.7 1.00
0.3 6.0
A
0.76 9.2
1.23 1.4
12.7 B
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approa ch Delay (s)
Approa ch LOS
4.8 A
5.9 A
12.7 B
Intersection Summary
HCM2000 Control Delay 13.4
0.76 75.0
64.1%
15 HCM2000 Level of Service B
HCM2000 Volume to Capacity ratio
Actua te d Cycle Le ngth (s)
Intersection Capacity Utilization
Ana lys is Period (min)
Sum of lost time (s)
ICU Level of Service
10.9 C
c Critical Lane Group
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1722
Attachment 9
Long-Term 2050 PM
12/12/2023
HCM 6th Signalized Intersection Summary
20: Silver Strand Blvd & Leyte Rd
Move me nt WBL WBR NBT NBR SBL SBT
La ne Configurations
Traffic Volume (veh/h) 40 70 490
70 490
30 140 1340
Future Volume (veh/h) 40 30 140 1340
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 1.00 1.00
Parking Bus , Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approa ch No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856
0 0 0 0 0 0
0.94 1.00
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
52 91 527 32 159 1523
0.77 0.77 0.93 0.93 0.88 0.88
3 3 3 3 3 3
159 142 1240 521 285 2187
0.09 0.09 0.35 0.35 0.16 0.62
1767 1572 3618 1483 1767 3618
Grp Volume(v), veh/h 52 91 527 32 159 1523
Grp Sat Flow(s),veh/h/ln1767 1572 1763 1483 1767 1763
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
1.3 2.7 5.5 0.7 4.0 14.0
1.3 2.7 5.5 0.7 4.0 14.0
1.00 1.00 1.00 1.00
La ne Grp Cap(c), veh/h 159 142 1240 521 285 2187
V/C Ra tio(X) 0.33 0.64 0.43 0.06 0.56 0.70
Avail Cap(c_a), veh/h 987 878 2260 951 285 3478
HCMPlatoon Ratio
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 20.6 21.2 12.0 10.4 18.7 6.1
Incr Delay (d2), s/veh 1.2 4.8 0.2 0.0 7.7 0.4
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile Ba ckOfQ(50%),ve h/ln0.6 1.1 1.6 0.2 1.9 2.2
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 21.8 26.1 12.2 10.4 26.4 6.5
LnGrp LOS
Approa ch Vo l, veh/h
Approa ch De la y, s/veh 24.5
Approa ch LOS
C
143
C B
559
12.1 B
B C A
1682
8.4 C A
Timer - Assigned Phs 1 2 6
38.4 *8.4
*48
16.0 13.7
8 10.0
5.6 27.0
4.7 Phs Duration (G+Y+Rc), 1s3.0 25.4
Change Period (Y+Rc), s* 5.2 *8.4
Max Green Setting (Gma*x7),. 8s *31
Max Q Clear Time (g_c+I16).,0s 7.5
Green Ext Time (p_c), s 0.1 3.3 0.4
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
10.2 B
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1723
Attachment 9
APPENDIX J
PEAK HOUR INTERSECTION ANALYSIS
WORKSHEETS –
LONG-TERM YEAR 2050 WITH
PROJECT
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-23-3827 Coronado Housing Element
N:\3827 - Coronado Housing Element\Report\1. Feb 8, 2024\Appendix.doc City of Coronado Page 1724
Attachment 9
Long-Term 2050 + Project AM
12/12/2023
HCM 6th Signalized Intersection Summary
1: Orange Ave & 1st St
Move me nt EBT EBR WBL WBT NBL NBR
La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h)
Initial Q (Qb), veh
23 23
0 80
80 0
121
121
0 198
198
0 200
200
0 60
60 0
Ped-Bike Adj(A_pbT)
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
0.93 1.00
0.97 1.00
1.00 1.00
No
1.00 1.00 1.00
No
1.00 No
1856 1856 1856 1856 1856 1856
26 0.87
3 112
0.33 92
0.87 3
398
0.33 129
0.94 3
486
0.33 211
0.94 3
618
0.33 247
0.81 3
786
0.44 74
0.81 3
699
0.44 Sat Flow, veh/h 337 1193 1227 1856 1767 1572
Grp Volume(v), veh/h
Grp Sat Flow(s),veh/h/ln
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h
V/C Ra tio(X)
Avail Cap(c_a), veh/h
HCMPlatoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh
Incr Delay (d2), s/veh
Initial Q Delay(d3),s/veh
%ile BackOfQ(50%),veh/ln
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh
LnGrp LOS
0 0
0.0 0.0
118 129 211 247 74
1530 1227 1856 1767 1572
2.8 2.8
4.2 7.0
1.00 486
0.27 4.2
4.2 4.5
4.5 1.4
1.4 0.78
510
0.23 989
1.00 1.00
11.9 0.2
1.00 786
0.31 786
1.00 1.00
8.9 1.0
0.0 1.7
1.00 699
0.11 699
1.00 1.00
8.0 0.3
0.0 0.4
0 0.00
0 1.00
0.00 0.0
0.0 0.0
0.0 618
0.34 870 1200
1.00 1.00
14.4 0.3
0.0 1.1
1.00 1.00
12.4 0.3
0.0 1.6
0.0 0.9
0.0 A
12.2 B
14.7 B
12.7 B
9.9 A
8.3 A
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
118
12.2 B
340
13.5 B
321
9.6 A
Timer - Assigned Phs 2
22.5 6.0
32.0 4.8
6 22.5
6.0 32.0
9.0 8
27.0 5.0
22.0 6.5
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
Max Green Setting (Gmax), s
Max Q Clear Time (g_c+I1), s
Green Ext Time (p_c), s 0.7 1.7 0.9
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
11.7 B
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1725
Attachment 9
Long-Term 2050 + Project AM
12/12/2023
HCM 6th TWSC
2: A Ave & 1st St
Intersection
Int De la y, s/veh 8.5
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Conflicting Peds, #/hr
Sign Control
5 5
10 11
11 0
10 10
10 10
10 10
77 77
0 0
0 10
191
191
10 5
5 0
16 16
10 0
0 10
5 5
0 0
0 10
Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized
Storage Le ngth
Veh in Median Storage, #
Grade, %
-
-
-
- None -
-
-
- None -
-
-
- None -
-
-
- None
-
0 -
-
-
0 -
-
-
0 -
-
-
0 -
-
- 0 - - 0 - - 0 - - 0 -
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
58 3
9 58
3 19
58 3
17 81
3 12
81 3
95 81
3 0
80 3
239
80 3
6 80
3 20
25 3
0 25
3 20
25 3
0 Ma jor/Minor Ma jor1 Ma jor2 Minor1 Minor2
Conflicting Flow All
Stage 1
105 0
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0 -
-
-
-
-
46 -
-
0 -
-
-
-
-
-
-
-
-
-
-
-
-
-
0 -
-
-
-
-
195 185
56 56
139 129
7.13 6.53 6.23 7.13 6.53 6.23
6.13 5.53
6.13 5.53
48 198 193 115
- -
-
129 129
69 64
-
Stage 2 - -
4.13 -
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
4.13 -
-
-
-
6.13 5.53
6.13 5.53
-
- -
2.227 - 2.227
- 1555
-
-
-
- 3.527 4.027 3.327 3.527 4.027 3.327
Pot Cap-1 Maneuver 1480 -
-
-
-
-
-
-
-
762 708 1018 759 700 935
954 846
862 787
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver 1466
Mov Cap-2 Maneuver
Stage 1
-
-
-
-
-
-
872 787
939 840
-
-
- 1540 723 684 999 717 676 917
-
-
-
-
-
-
-
-
-
723 684
940 832
825 773
-
-
-
717 676
859 773
899 827
-
-
Stage 2 -
Approa ch
HCM Control Delay, s
HCM LOS
EB
1.4 WB
0.8 NB
12.6 B
SB
10.5 B
Minor La ne /Ma jor Mvmt
Capacity (veh/h)
HCM La ne V/C Ratio
HCMControl Delay (s)
HCM La ne LOS
NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
737 1466
0.36 0.006
12.6 7.5
-
-
0 A
-
- 1540
- 0.008
-
-
0 A
-
-
-
-
-
-
676
0.03 10.5
B
-
-
-
7.4 B A
1.6 A
HCM95th %tile Q(veh) 0 0 0.1
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1726
Attachment 9
Long-Term 2050 + Project AM
12/12/2023
HCM 6th TWSC
3: A Ave & 2nd St
Intersection
Int De la y, s/veh 2.2
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Conflicting Peds, #/hr
12 12
29 62
62 0
5 5
28 10 319 179
10 319 179
10 10
19 5
5 0
10 10
10 10
10 10
10 10
0 18
18 28 0 29 19
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized
Storage Le ngth
Veh in Median Storage, #
Grade, %
-
-
-
- None -
-
-
- None -
-
-
- None -
-
-
- None
-
0 -
-
-
0 -
-
-
0 -
-
-
0 -
-
- 0 - - 0 - - 0 - - 0 -
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
79 3
15 79
3 78
79 3
6 83
3 83
3 83
3 64
3 16
64 3
8 64
3 16
60 3
17 60
3 17
60 3
12 384 216 30
Ma jor/Minor Ma jor1 Ma jor2 Minor1 Minor2
Conflicting Flow All
Stage 1
629 0
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0 -
-
-
-
-
112 0
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0 -
-
-
-
-
698 792 119 678 687 540
-
-
-
-
139 139
559 653
-
-
545 545
133 142
-
Stage 2 -
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver 922
Mov Cap-2 Maneuver
Stage 1
4.13 4.13 7.13 6.53 6.23 7.13 6.53 6.23
- -
-
6.13 5.53
6.13 5.53
-
-
6.13 5.53
6.13 5.53
-
- -
2.227
948
-
- 2.227
- 1471
-
-
-
- 3.527 4.027 3.327 3.527 4.027 3.327
-
-
-
-
-
-
-
-
354 320 930 365 368 540
-
-
862 780
512 462
-
-
521 517
868 777
-
- -
- 1432 300 294 897 331 338 516
-
-
-
-
-
-
-
-
-
300 294
825 746
452 443
-
-
-
331 338
498 496
822 743
-
-
Stage 2 -
Approa ch
HCM Control Delay, s
HCM LOS
EB
1.4 WB
0.1 NB
14.8 B
SB
15.7 C
Minor La ne /Ma jor Mvmt
Capacity (veh/h)
HCM La ne V/C Ratio
HCMControl Delay (s)
HCM La ne LOS
NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
407 922
0.096 0.016
-
-
- 1432
- 0.008
-
-
- 401
- 0.158
14.8 B
0.3 0.1
9 A
0 A
-
-
-
-
7.5 A
0 0
A
-
-
-
-
15.7 C
HCM95th %tile Q(veh) 0.6
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1727
Attachment 9
Long-Term 2050 + Project AM
12/12/2023
HCM 6th Signalized Intersection Summary
4: Orange Ave & Third St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h)
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT)
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
0 0
0 0
0 0
1202 1947
1202 1947
80 80
0 0.98
1.00 67
67 0
1.00 1.00
165
165
0 0
0 0
0 0
0 417
417
0 10
10 0
0.93 1.00
20 1.00
1.00 40
1.00 1.00
1.00 1.00 1.00
No
1.00 No
1.00 No
1856 1856
479
0.87 3
537
0.15 3609
240
1856 1856 1856 1856 1856
850 2631
0 0
0.66 0
0 0.00
0 0
0 0.87
0 0
0.00 0
84 0.95
3 105
0.68 102
0.66 3
121
0.07 250
0.66 3
896
0.25 11
0.87 3
12 0.15
81 0.95
3 0.95
3 1193 3632
0.68 0.68
1767 5363
850 1813
1767 1856 1821 1767 1763
Arrive On Green
Sat Flow, veh/h 170 1767 3618
Grp Volume(v), veh/h 902 102 250
Grp Sat Flow(s),veh/h/ln
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h
V/C Ra tio(X)
Avail Cap(c_a), veh/h
HCMPlatoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh
Incr Delay (d2), s/veh
Initial Q Delay(d3),s/veh
%ile BackOfQ(50%),veh/ln
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh
LnGrp LOS
0 0
0 0
250
1763 1834
23.1 23.1
52.1 52.1
1.00 53.7
53.7 55.2
55.2 0.09
9.9 9.9
1.00 121
0.84 9.9
9.9 0.0
0.0 0.00
0 0.00
0 1.00
0.00 0.0
0.0 0.0
0.0 0.0
0.0 0.00
0 0.00
0 1.00
0.00 0.0
0.0 0.0
0.0 23.2
23.2 0.04
280
0.89 317
1.00 1.00
71.9 24.0
0.0 1193 2506 1232
0.71 0.72 0.73
1193 2506 1230
896
0.28 269
0.89 304
1.00 1.00
71.9 24.2
0.0 156 1037
1.00 1.00
20.0 3.6
1.00 1.00
19.4 1.9
1.00 1.00
19.7 3.9
3.2 29.7
1.00 1.00
79.7 26.5
0.0 1.00
1.00 51.8
0.2 0.0
4.5 7.0 2.9
30.9 28.8 5.4 12.4 12.9
30.7 C
24.2 C
26.7 106.2 52.0
D
0.0 A
0.0 A
96.1 F
95.9 C F F
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
3565
26.4 C
352
67.7 E
490
96.0 F
Timer - Assigned Phs 3
17.6 *5.7
*15
11.9 0.1
4 32.6
6.1 29.9
25.2 1.3
6 123.0
6.1 116.9
57.2 52.2
8 50.1
6.1 50.9
11.9 1.8
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
Max Green Setting (Gmax), s
Max Q Clear Time (g_c+I1), s
Green Ext Time (p_c), s
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
37.4 D
Note s
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1728
Attachment 9
Long-Term 2050 + Project AM
12/12/2023
HCM 6th AWSC
5: Glorietta Blvd & Third St/Mullinix Dr
Intersection
Intersection De la y, s/veh17.6
Intersection LOS C
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
10 10
0 0
10 10
10 10
10 10
10 10
90 381
90 381
30 30
10 10
10 10
30 30
0.75 0.75 0.75 0.68 0.68 0.68 0.77 0.77 0.77 0.85 0.85 0.85 3 13
0 3
0 1
3 13
0 3
15 0
3 15
1 3 3 3 3
39 0
3 12
0 3
12 1
3 35
0 15 117 495
Number of Lanes 0 0 1
Approa ch
Opposing Approa ch
Opposing Lanes
EB
WB
1 WB
EB
1 NB
SB
1 SB
NB
1 Conflicting Approa ch Le ft SB
Conflicting Lanes Le ft
Conflicting Approa ch RighNt B
NB
1 SB
1 8.9
A
EB
1 WB
1 19.4
C
WB
1 EB
1 7.9
A
1 Conflicting Lanes Right
HCMControl Delay
HCM LOS
1 8.7
A
La ne
Vol Left, %
Vol Thru, %
Vol Right, %
NBLn1 EBLn1WBLn1 SBLn1
18% 50% 33% 20%
76% 0% 33% 20%
6% 50% 33% 60%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane
LT Vol
Through Vol
501
90 381
30 651
1 20
10 0
10 27
1 30
10 10
10 44
1 50
10 10
30 59
1 RT Vol
La ne Flow Rate
Geometry Grp
De gre e of Util (X)
Departure Headway (Hd)
Convergence, Y/N
Cap
Service Time
HCM La ne V/C Ratio
HCMControl Delay
HCM La ne LOS
HCM95th-tile Q
0.763 0.04 0.066 0.073
4.221 5.383 5.42 4.474
Yes Yes Yes Ye s
865 663 659 799
2.221 3.431 3.467 2.507
0.753 0.041 0.067 0.074
19.4 8.7 8.9 7.9
C A A A
7.5 0.1 0.2 0.2
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1729
Attachment 9
Long-Term 2050 + Project AM
12/12/2023
HCM 6th Signalized Intersection Summary
6: Alameda Blvd & Mc Cain Blvd/4th St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 20 376
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 1.00
20 376 70
70 0
0 0
0 0
0 0
0 0
0 136 121
136 121
30 158
30 158
0 0
0 0 0 0 0 0 0
0.96 1.00 0.96 1.00 1.00
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln 1856 1856 1856
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
No No
0 1856 1856 1856 1856
139 123 33 172
No
0 26 482 90 0 0
0.78 0.78 0.78 0.98 0.98 0.98 0.92 0.92 0.92
3 3 3 0
0 3 3 3 3 0
95 1862 351 0
0.44 0.44 0.44
215 4200 793
190 168 100 680
0.00 0.21 0.21 0.06 0.37 0.00
0 0
0 890 787 1767 1856
262 33 172
0 1677 1767 1856
0 0
0 Grp Volume(v), veh/h 223 185 190
Grp Sat Flow(s),veh/h/ln1845 1689 1675
0 Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h 818 748 742
V/C Ra tio(X) 0.27 0.25 0.26
Avail Cap(c_a), veh/h 818 748 742
4.5 4.1 4.2
4.5 4.1 4.2
0.0 0.0 8.6 1.1 3.8 0.0
0.0 0.0 8.6 1.1 3.8 0.0
0.12 0.47 0.00
0 0.47 1.00
358 100 680
0.00 0 0
0.00 0.00 0.73 0.33 0.25 0.00
0 0 661 247 1170 0
HCMPlatoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh 10.5 10.3 10.4
Incr Delay (d2), s/veh 0.8 0.8 0.8
Initial Q Delay(d3),s/veh 0.0 0.0 0.0
%ile Ba ckOfQ(50%),ve h/ln1.8 1.5 1.6
Uns ig. Move me nt De la y, s/veh
1.00 1.00 1.00
1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 1.00 1.00 1.00 0.00
0.0 0.0 21.7 26.9 13.1 0.0
0.0 0.0 2.9 1.9 0.2 0.0
0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 3.5 0.5 1.5 0.0
LnGrp Delay(d),s/veh 11.3 11.1 11.2 0.0 0.0 24.6 28.8 13.3 0.0 LnGrp LOS B B
598
11.2 B
B A A
262
24.6 C
C C B
205
15.8 B
A
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
Timer - Assigned Phs 1 2 4
32.0 *5.7
*26
6.5 6
27.3 5.6
37.4 5.8
Phs Duration (G+Y+Rc), s9.1 18.3
Change Period (Y+Rc), s* 5.7 5.6
Max Green Setting (Gma*x8),. 3s 23.4
Max Q Clear Time (g_c+I13).,1s 10.6
Green Ext Time (p_c), s 0.0 1.3 3.7 1.0
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
15.4 B
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1730
Attachment 9
Long-Term 2050 + Project AM
12/12/2023
HCM 6th Signalized Intersection Summary
7: Orange Ave & 4th St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 21 611
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 1.00
21 611 20
20 0
0 0
0 0
0 0
0 0
0 211 288 344 1334
211 288 344 1334
20 85
0.94 1.00
0 0
0 0 0 0 0
0.97 1.00 1.00
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln 1856 1856 1856
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
No No
0 1856 1856 1856 1856
232 316 362 1404
No
0 24 687 22 0 0
0.89 0.89 0.89 0.91 0.91 0.91 0.95 0.95 0.95
3 3 3 0
0 3 3 3 3 0
44 1330 401 0
0.27 0.27 0.27
166 5058 1524
622 993 551 2042
0.00 0.33 0.33 0.15 0.55 0.00
0 1856 2960 3428 3618
232 316 362 1404
0 1856 1480 1714 1763
0 0
0 Grp Volume(v), veh/h 267 444
Grp Sat Flow(s),veh/h/ln1847 1689 1524
22 0
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h 486 888 401
V/C Ra tio(X) 0.55 0.50 0.05
Avail Cap(c_a), veh/h 1125 2057 928
7.7 6.9 0.7
7.7 6.9 0.7
0.0 6.0 5.0 6.3 18.7 0.0
0.0 6.0 5.0 6.3 18.7 0.0
0.09 1.00 0.00
0 1.00 1.00
622 993 551 2042
0.00 0
0.00 0.37 0.32 0.66 0.69 0.00
0 863 1376 940 2871 0
HCMPlatoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh 22.0 21.6 19.1
Incr Delay (d2), s/veh 1.0 0.4 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0
%ile Ba ckOfQ(50%),ve h/ln3.7 3.0 0.3
Uns ig. Move me nt De la y, s/veh
1.00 1.00 1.00
1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00
0.00 1.00 1.00 1.00 1.00 0.00
0.0 17.3 17.0 27.0 12.8 0.0
0.0 0.4 0.2 1.3 0.4 0.0
0.0 0.0 0.0 27.7 39.9 0.0
0.0 2.7 1.8 5.6 21.9 0.0
LnGrp Delay(d),s/veh 23.0 22.1 19.1 0.0 17.7 17.1 56.0 53.1 0.0 LnGrp LOS C C
733
22.3 C
B A B
548
17.4 B
B E D
1766
53.7 D
A
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
Timer - Assigned Phs 1 2 4
23.1 6.1
38.0 9.7
6 39.3
5.1 50.8
20.7 13.5
Phs Duration (G+Y+Rc), 1s3.8 25.4
Change Period (Y+Rc), s* 4.7 5.1
Max Green Setting (Gma x*)1, 7s 29.0
Max Q Clear Time (g_c+I18).,3s 8.0
Green Ext Time (p_c), s 0.9 2.7 5.4
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
39.6 D
Note s
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1731
Attachment 9
Long-Term 2050 + Project AM
12/12/2023
HCM 6th AWSC
8: Alameda Blvd & 6th St
Intersection
Intersection De la y, s/veh10.4
Intersection LOS B
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
94 94
43 43
15 15
20 20
35 35
11 11
25 152
25 152
20 20
5 5
170
170
68 68
0.85 0.85 0.85 0.75 0.75 0.75 0.81 0.81 0.81 0.95 0.95 0.95 3 111
0 3
51 1
3 18
0 3
27 0
3 47
1 3
15 0
3 3 3
25 0
3 5
0 3
179
1 3
72 0
31 188
Number of Lanes 0 1
Approa ch
Opposing Approa ch
Opposing Lanes
EB
WB
1 WB
EB
1 NB
SB
1 SB
NB
1 Conflicting Approa ch Le ft SB
Conflicting Lanes Le ft
Conflicting Approa ch RighNt B
NB
1 SB
1 9.4
A
EB
1 WB
1 10.6
B
WB
1 EB
1 10.5
B
1 Conflicting Lanes Right
HCMControl Delay
HCM LOS
1 10.4
B
La ne NBLn1 EBLn1WBLn1 SBLn1
13% 62% 30% 2%
77% 28% 53% 70%
10% 10% 17% 28%
Stop Stop Stop Stop
Vol Left, %
Vol Thru, %
Vol Right, %
Sign Control
Traffic Vol by Lane
LT Vol
Through Vol
RT Vol
La ne Flow Rate
Geometry Grp
De gre e of Util (X)
197 152 66 243
20 35 170
11 68
88 256
25 152
20 94
43 15
5 243 179
1 1 1 1
0.34 0.269 0.134 0.348
5.036 5.421 5.481 4.898
Yes Yes Yes Ye s
717 663 654 737
3.044 3.451 3.514 2.906
0.339 0.27 0.135 0.347
10.6 10.4 9.4 10.5
Departure Headway (Hd)
Convergence, Y/N
Cap
Service Time
HCM La ne V/C Ratio
HCMControl Delay
HCM La ne LOS
HCM95th-tile Q
B B A B
1.5 1.1 0.5 1.6
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1732
Attachment 9
Long-Term 2050 + Project AM
12/12/2023
HCM 6th Signalized Intersection Summary
9: Orange Ave & 6th St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 48
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 0.95
48 60
60 0
49 49
0 6
6 0
30 30
0 22
22 0
88 443
88 443
20 20
0 32 1068
32 1068
69 69
0 0 0 0 0 0
0.91 0.96 0.85 1.00 0.95 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 Approa ch No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
72 90 73 7 36 27 106 534 24 36 1187 77
0.67 0.67 0.67 0.83 0.83 0.83 0.83 0.83 0.83 0.90 0.90 0.90 3 3 3 3 3 3 3 3 3
86 3 3 3
154 188 137 58 253 175 131 1914 51 1720 111
Arrive On Green
Sat Flow, veh/h
0.29 0.29 0.29 0.29 0.29 0.29 0.07 0.56 0.56 0.03 0.51 0.51 400 653 474 87 878 606 1767 3427 154 1767 3350 217
Grp Volume(v), veh/h 235
Grp Sat Flow(s),veh/h/ln1526
0 0
0 70 0
0 0 106 274 284 36 624 640
0 1570 0 1767 1763 1818 1767 1763 1804
Q Serve(g_s), s
Cycle Q Clear(g_c), s 15.1 0.0 0.0 3.9 0.0 0.0 7.1 9.8 9.8 2.4 32.0 32.1 Prop In La ne 0.31 0.31 0.10 0.39 1.00 0.08 1.00 0.12
La ne Grp Cap(c), veh/h 479 486 131 984 1015 51 905 926 V/C Ra tio(X) 0.49 0.00 0.00 0.14 0.00 0.00 0.81 0.28 0.28 0.70 0.69 0.69 Avail Cap(c_a), veh/h 513 520 196 984 1015 105 905 926
10.6 0.0 0.0 0.0 0.0 0.0 7.1 9.8 9.8 2.4 32.0 32.1
0 0 0 0
0 0 0 0
HCMPlatoon Ratio
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
1.00 0.00 0.00 1.00 0.00 0.00 0.96 0.96 0.96 0.60 0.60 0.60 Uniform Delay (d), s/veh 35.6 0.0 0.0 31.8 0.0 0.0 54.7 13.9 13.9 57.7 22.0 22.0 Incr Delay (d2), s/veh 0.8 0.0 0.0 0.1 0.0 0.0 13.5 0.7 0.7 9.8 2.6 2.6 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 Ba ckOfQ(50%),ve h/ln5.9 0.0 0.0 1.5 0.0 0.0 3.6 4.0 4.2 1.2 13.5 13.9 Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 36.4 0.0 0.0 31.9 0.0 0.0 68.2 14.5 14.5 67.6 24.6 24.6 LnGrp LOS D A
235
36.4 D
A C A
70 31.9
C
A E B
664
23.1 C
B E C
1300
25.8 C
C
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
Timer - Assigned Phs 1 2 4 5 6 8
39.7 5.1
37.3 5.9
Phs Duration (G+Y+Rc), s8.2 72.1
Change Period (Y+Rc), s* 4.7 5.1
Max Green Setting (Gma*x7),. 1s 60.7
Max Q Clear Time (g_c+I14).,4s 11.8
Green Ext Time (p_c), s 0.0 3.8
39.7 13.6 66.7
5.1 *4.7 5.1
37.3 *13 54.5
17.1 9.1 34.1
1.4 0.1 9.1 0.4
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
26.3 C
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1733
Attachment 9
Long-Term 2050 + Project AM
12/12/2023
HCM 6th Signalized Intersection Summary
10: Orange Ave & 8th St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h) 105
Future Volume (veh/h) 105
70 70
0 43
43 0
21 21
0 61
61 0
49 49
0 73 467
73 467
10 10
0 32 1016
32 1016
52 52
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.96 0.99 0.96 1.00 0.94 1.00 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 Approa ch No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
142 95 58 35 102 82 78 502 11 38 1195 61
0.74 0.74 0.74 0.60 0.60 0.60 0.93 0.93 0.93 0.85 0.85 0.85 3 3 3 3 3 3 3 3 3
34 3 3 3
269 173 90 107 276 195 100 1566 65 1445 74
Arrive On Green
Sat Flow, veh/h
Grp Volume(v), veh/h 295
0.31 0.31 0.31 0.31 0.31 0.31 0.06 0.44 0.44 0.04 0.43 0.43 627 555 289 157 885 623 1767 3522 77 1767 3397 173
78 251 262 38 619 637
0 1767 1763 1836 1767 1763 1808
0 0
0 219 0
0 0
Grp Sat Flow(s),veh/h/ln1472 0 1665
Q Serve(g_s), s
Cycle Q Clear(g_c), s 11.8 0.0 0.0 7.3 0.0 0.0 3.1 6.7 6.7 1.5 22.5 22.6 Prop In La ne 0.48 0.20 0.16 0.37 1.00 0.04 1.00 0.10
La ne Grp Cap(c), veh/h 533 578 100 784 816 65 750 769
V/C Ra tio(X) 0.55 0.00 0.00 0.38 0.00 0.00 0.78 0.32 0.32 0.58 0.83 0.83 Avail Cap(c_a), veh/h 757 830 135 846 882 154 866 888
4.5 0.0 0.0 0.0 0.0 0.0 3.1 6.7 6.7 1.5 22.5 22.6
0 0 0 0
0 0 0 0
HCMPlatoon Ratio
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
1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.9 0.0 0.0 19.6 0.0 0.0 33.7 13.0 13.0 34.2 18.4 18.4 Incr Delay (d2), s/veh 0.9 0.0 0.0 0.4 0.0 0.0 18.6 0.2 0.2 8.0 5.9 5.8 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 Ba ckOfQ(50%),ve h/ln4.1 0.0 0.0 2.8 0.0 0.0 1.8 2.5 2.6 0.8 9.5 9.8 Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 21.8 0.0 0.0 20.0 0.0 0.0 52.3 13.2 13.2 42.2 24.3 24.3 LnGrp LOS C A
295
21.8 C
A C A
219
20.0 C
A D B
591
18.4 B
B D C
1294
24.8 C
C
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
Timer - Assigned Phs 1 2 4 5 6 8
27.7 5.1
34.1 9.3
Phs Duration (G+Y+Rc), s7.4 37.2
Change Period (Y+Rc), s* 4.7 5.1
Max Green Setting (Gma*x6),. 3s 34.7
Max Q Clear Time (g_c+I13).,5s 8.7
Green Ext Time (p_c), s 0.0 3.2
27.7 8.8 35.8
5.1 *4.7 5.1
34.1 *5.5 35.5
13.8 5.1 24.6
1.9 0.0 6.2 1.3
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
22.4 C
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1734
Attachment 9
Long-Term 2050 + Project AM
12/12/2023
HCM 6th Signalized Intersection Summary
11: Orange Ave & 10th St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 37
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 1.00
37 70
70 0
60 60
0 23
23 0
50 50
0 49
49 0
80 520
80 520
10 10
0 37 769
37 769
80 80
0 0 0 0 0 0
0.95 1.00 0.85 1.00 0.95 1.00 0.86
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 Approa ch No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
50 95 81 35 76 74 93 605 12 40 827 86
0.74 0.74 0.74 0.66 0.66 0.66 0.86 0.86 0.86 0.93 0.93 0.93 3 3 3 3 3 3 3 3 3
39 3 3 3
64 237 202 45 200 195 113 1974 52 1659 173
Arrive On Green
Sat Flow, veh/h
Grp Volume(v), veh/h
0.04 0.26 0.26 0.03 0.25 0.25 0.06 0.56 0.56 0.03 0.52 0.52 1767 900 767 1767 790 770 1767 3531 70 1767 3166 329
50 176 35 150 93 302 315 40 460 453
0 1667 1767 0 1560 1767 1763 1839 1767 1763 1733
0 0
Grp Sat Flow(s),veh/h/ln1767
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h 64
V/C Ra tio(X)
Avail Cap(c_a), veh/h 125
4.5 0.0 13.9 3.2 0.0 12.7 8.3 14.6 14.6 3.6 26.9 26.9
4.5 0.0 13.9 3.2 0.0 12.7 8.3 14.6 14.6 3.6 26.9 26.9
1.00 0.46 1.00
440 45
0.49 1.00
395 113 985 1028
0.04 1.00 0.19
0 0 52 924 908
0.78 0.00 0.40 0.78 0.00 0.38 0.82 0.31 0.31 0.78 0.50 0.50 0 478 114 438 202 985 1028 114 924 908 0
HCMPlatoon Ratio
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
1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.49 0.49 0.49 Uniform Delay (d), s/veh 76.5 0.0 48.5 77.5 0.0 49.4 74.0 18.8 18.8 77.1 24.5 24.5 Incr Delay (d2), s/veh 18.1 0.0 0.6 24.3 0.0 0.6 13.5 0.8 0.8 11.5 0.9 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 Ba ckOfQ(50%),ve h/ln2.4 0.0 6.0 1.8 0.0 5.1 4.2 6.3 6.6 1.8 11.6 11.4 Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 94.5 0.0 49.1 101.8 0.0 50.0 87.4 19.6 19.6 88.6 25.5 25.5 LnGrp LOS F A
226
59.1 E
D F A
185
59.8 E
D F B
710
28.5 C
B F C
953
28.1 C
C
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s9.4 94.5 8.8 47.3 15.0 88.9 10.5 45.6 Change Period (Y+Rc), s* 4.7 5.1 *4.7 5.1 *4.7 5.1 *4.7 5.1 Max Green Setting (Gma x*)1, 0s 73.9 *10 45.9 *18 65.9 *11 44.9 Max Q Clear Time (g_c+I15).,6s 16.6 5.2 15.9 10.3 28.9 6.5 14.7 Green Ext Time (p_c), s 0.0 4.3 0.0 1.2 0.1 7.2 0.0 1.0 Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
34.4 C
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1735
Attachment 9
Long-Term 2050 + Project AM
12/12/2023
HCM 6th TWSC
12: Glorietta Blvd & Pomona Ave
Intersection
Int De la y, s/veh 8.5
Move me nt EBL EBT WBT WBR SBL SBR
La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Conflicting Peds, #/hr
Sign Control
RT Channelized
Storage Le ngth
Veh in Median Storage, #
Grade, %
422 190
422 190
30 30
0 10
10 32
10 334
10 334
32 0 10 0
Free Free Free Free Stop Stop
- None - None - None
-
-
-
0 -
0 0
-
-
-
0 0
0 -
-
- 0 -
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
86 3
86 3
85 3
35 85
3 12
90 3
11 371
90 3
491 221
Ma jor/Minor
Conflicting Flow All
Stage 1
Ma jor1 Ma jor2 Minor2
0 1286
73 - 1213
79 -
-
4.13 -
0 -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
73 -
-
-
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
-
-
-
6.43 6.23
5.43 5.43
-
- -
2.227 - 3.527 3.327
Pot Cap-1 Maneuver 1513 -
-
-
-
-
-
-
-
181 986
947
280
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver 1467
Mov Cap-2 Maneuver
Stage 1
-
-
-
-
105 956
-
-
-
105
567
272
-
-
Stage 2 -
Approa ch
HCM Control Delay, s
HCM LOS
EB
6 WB
0 SB
14.1 B
Minor La ne /Ma jor Mvmt
Capacity (veh/h)
HCM La ne V/C Ratio
HCMControl Delay (s)
HCM La ne LOS
EBL EBT WBT WBR SBLn1
1467
0.334
8.7 -
-
0 A
-
-
-
-
-
-
- 774
- 0.494
-
-
-
14.1 A B
HCM95th %tile Q(veh) 1.5 2.8
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1736
Attachment 9
Long-Term 2050 + Project AM
12/12/2023
HCM 6th Signalized Intersection Summary
13: Orange Ave & Rh Dana Pl/Adella Ave
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h)
Initial Q (Qb), veh
25 25
0 20
20 0
120
120
0 10
10 0
10 10
0 15
15 0
370
370
0 487
487
0 15
15 0
20 20
0 754
754
0 147
147
0 Ped-Bike Adj(A_pbT)
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
0.90 1.00
0.79 1.00
0.92 1.00
0.87 1.00
1.00 1.00
0.92 1.00
1.00 1.00
0.81 1.00 1.00
No
1.00 No
1.00 No
1.00 No
1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 32 0.78
3 273
0.31 778
58 1466
0.0 4.1
0.55 486
0.12 487
1.00 1.00
42.9 0.1
26 0.78
3 213
0.31 154
0.78 3
675
0.31 16
0.63 3
137
0.31 357
56 16
0.63 3
137
0.31 442
0 0
0.0 0.0
24 0.63
3 185
0.31 425
0.87 3
445 2030
0.25 0.58
560
0.87 3
17 0.87
3 62
0.58 25
0.81 3
36 0.02
931
0.81 3
992
0.35 181
0.81 3
193
0.35 548
531
Sat Flow, veh/h 688 2181 599 1767 3482
0 0
0.0 0.0
0.43 0
0.00 0
1.00 0.00
0.0 0.0
0.0 0.0
106 1767 2824
Grp Volume(v), veh/h 294 25 581
Grp Sat Flow(s),veh/h/ln
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h
V/C Ra tio(X)
Avail Cap(c_a), veh/h
HCMPlatoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh
Incr Delay (d2), s/veh
Initial Q Delay(d3),s/veh
%ile BackOfQ(50%),veh/ln
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh
LnGrp LOS
0 0
0.0 0.0
154
1091 1398
9.1 9.1
1.00 675
0.23 677
1.00 1.00
44.6 0.2
425 283
1767 1763 1825 1767 1763 1609
0.0 4.3
41.2 41.2
1.00 13.9
13.9 13.9
13.9 0.06
2.4 2.4
1.00 36
0.70 70
1.00 1.00
84.7 22.1
0.0 55.4
55.4 55.6
55.6 0.34
565
0.94 587
1.00 1.00
54.6 22.9
0.0 0.29
459
0.12 461
1.00 1.00
43.0 0.1
0 0.00
0 1.00
0.00 0.0
0.0 0.0
0.0 0
0.00 0
1.00 0.00
0.0 0.0
0.0 0.0
445 1028 1064
0.96 0.28 0.28
480 1053 1090
1.00 1.00
64.1 29.0
0.0 619
0.94 643
1.00 1.00
54.6 21.1
0.0 1.00
1.00 18.0
0.1 0.0
5.9 1.00
1.00 18.0
0.1 0.0
6.1 0.0
1.8 0.0
2.5 0.0
1.8 22.2 1.3 28.3 26.2
43.0 D
0.0 A
44.8 D
43.1 D
0.0 A
0.0 A
93.1 F
18.2 B
18.2 106.8 75.6
E
77.6 B F E
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
212
44.3 D
56 43.1
D
1002
50.0 D
1137
77.2 E
Timer - Assigned Phs
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
Max Green Setting (Gmax), s *6.9 103.9
Max Q Clear Time (g_c+I1), s
Green Ext Time (p_c), s
1 2 4
58.9 5.1
54.0 11.1
1.2 5
48.5 *4.7
*47
43.2 0.6
6 66.5
5.4 63.5
57.6 3.5
8 58.9
5.1 54.0
6.3 8.2 106.8
*4.7 5.4
4.4 0.0
15.9 4.0 0.4
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
62.2 E
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1737
Attachment 9
Long-Term 2050 + Project AM
12/12/2023
HCM 6th Signalized Intersection Summary
14: Orange Ave & Pomona Ave
Move me nt WBL WBR NBT NBR SBL SBT
La ne Configurations
Traffic Volume (veh/h) 174
Future Volume (veh/h) 174
5 1067 612
5 1067 612
0 0
0 824
824
Initial Q (Qb), veh 0
Ped-Bike Adj(A_pbT) 1.00 0.96
Parking Bus , Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approa ch No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856
0 0 0 0
0.97 1.00
No No
0 1856
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
295 8 1255 720 0 936
0.59 0.59 0.85 0.85 0.88 0.88
3 348
3 3 3 0 3
9 1562 801 0 2473
Arrive On Green
Sat Flow, veh/h
Grp Volume(v), veh/h 304
0.20 0.20 1.00 1.00 0.00 0.70
1708 46 2320 1141 0 3711
962 1013 936
0 1763 1605 0 1763
0 0
Grp Sat Flow(s),veh/h/ln1760
Q Serve(g_s), s
Cycle Q Clear(g_c), s 18.3 0.0 0.0 0.0 0.0 11.9
Prop In La ne 0.97 0.03 0.71 0.00
La ne Grp Cap(c), veh/h 359 0 1237 1126 0 2473
V/C Ra tio(X) 0.85 0.00 0.78 0.90 0.00 0.38
Avail Cap(c_a), veh/h 496 0 1237 1126 0 2473
18.3 0.0 0.0 0.0 0.0 11.9
HCMPlatoon Ratio
Upstream Filter(I)
1.00 1.00 2.00 2.00 1.00 1.00
1.00 0.00 0.74 0.74 0.00 0.56
Uniform Delay (d), s/veh 42.1 0.0 0.0 0.0 0.0 6.7
Incr Delay (d2), s/veh 9.6 0.0 3.6 8.8 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile Ba ckOfQ(50%),ve h/ln8.9 0.0 1.3 2.8 0.0 4.0
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 51.7 0.0 3.6 8.8 0.0 6.7
LnGrp LOS
Approa ch Vo l, veh/h
Approa ch De la y, s/veh 51.7
Approa ch LOS
D
304
A A
1975
6.3 A A A
936
6.7 D A A
Timer - Assigned Phs
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
2 82.6
5.4 6
82.6 5.4
8 27.4
5.0 Max Green Setting (Gmax), s 45.6
Max Q Clear Time (g_c+I1), s 2.0
17.6 13.9
2.1 31.0
20.3 Green Ext Time (p_c), s 27.6 0.7
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
10.7 B
Note s
User approved pedestrian interval to be less than phase max green.
User approved volume balancing among the lanes for turning movement.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1738
Attachment 9
Long-Term 2050 + Project AM
12/12/2023
HCM Signalized Intersection Capacity Analysis
15: Silver Strand Blvd/Orange Ave & Avenida Del Sol
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Total Lost time (s)
La ne Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
70 70
0 0
10 10
0 0
0 0
5 5
20 1589
20 1589
5 5
0 0
948
948
50 50
1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
4.0 0.95
1.00 1.00
1.00 0.95
4.0 0.95
0.99 1.00
0.96 0.96
4.7 1.00
1.00 1.00
0.86 1.00
4.7 1.00
1.00 1.00
1.00 0.95
5.8 0.95
1.00 1.00
1.00 1.00
5.8 0.95
1.00 1.00
1.00 1.00
5.8 1.00
0.93 1.00
0.85 1.00
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Ad j. Flow (vph)
1665 1604
0.95 0.96
1665 1604
1596 1752 3503
1.00 0.95 1.00
1596 1752 3503
3505 1461
1.00 1.00
3505 1461
0.79 89
0 0.79
0 44
6 0.79
13 0
0 18
10 0.42
0 0.42
0 0.42
12 11
1 0.87
23 1826
0.87 0.87
6 0
0 10
10 0.91
0 0.91
1042
0 0.91
55 RTOR Reduction (vph) 16
La ne Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bike s (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actua te d Green, G (s)
Effective Green, g (s)
Actua te d g/C Ratio
Clearance Time (s)
Ve hicle Extension (s)
La ne Grp Cap (vph)
v/s Ratio Prot
0 0
0 0
0 0 0
52 23 1832 0
21 1042 40
21 10
Perm NA
4 Perm Prot NA
2 NA Perm
5 6
4 12.9
12.9 0.12
4.0 8
12.2 12.2
0.11 4.7
6 12.9
12.9 0.12
4.0 3.6
3.6 0.03
4.7 87.3
87.3 0.79
5.8 79.0 79.0
79.0 0.72
5.8 79.0
0.72 5.8
3.0 3.0 3.0 3.0 3.0 3.0 3.0
195 188 177 57 2780 2517 1049
0.01 c0.52 0.30
v/s Ratio Perm
v/c Ratio
c0.03
0.27 44.2
1.00 0.7
0.00 0.03
43.0 1.00
0.1 43.1
D
44.0 D
0.00 0.01
43.5 1.00
0.0 0.03
0.04 4.5
4.21 0.0
18.9 B
0.40 52.1
1.00 4.6
56.8 E
0.66 4.9
1.00 1.2
6.2 A
0.41 6.2
2.85 0.0
17.7 B
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approa ch Delay (s)
Approa ch LOS
45.0 D
43.5 D
43.5 D
6.8 A
17.8 B
Intersection Summary
HCM2000 Control Delay 12.1
0.64 110.0
80.6%
15 HCM2000 Level of Service B
HCM2000 Volume to Capacity ratio
Actua te d Cycle Le ngth (s)
Intersection Capacity Utilization
Ana lys is Period (min)
Sum of lost time (s)
ICU Level of Service
15.2 D
c Critical Lane Group
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1739
Attachment 9
Long-Term 2050 + Project AM
12/12/2023
HCM 6th Signalized Intersection Summary
16: Silver Strand Blvd & Avenida De Las Arenas
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 60
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 0.97
60 15
15 0
10 10
0 15
15 0
0 0
0 10
10 0
40 1649
40 1649
40 40
0 25 848
25 848
50 50
0 0 0 0 0 0
0.93 0.97 0.94 1.00 0.93 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 Approa ch No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
46 57 12 39 0 26 46 1895 46 29 975 57
0.81 0.81 0.81 0.38 0.38 0.38 0.87 0.87 0.87 0.87 0.87 0.87 3 3 3 3 3
9 3
89 3 3 3
59 3 3 3
280 333 264 163 59 2433 41 2307 135
Arrive On Green
Sat Flow, veh/h
Grp Volume(v), veh/h
0.18 0.18 0.18 0.18 0.00 0.18 0.07 1.00 1.00 0.02 0.68 0.68 1329 1856 1470 692 50 495 1767 3511 85 1767 3378 197
46 57 12 65 46 946 995 29 509 523
0 1767 1763 1833 1767 1763 1813
0 0
0 Grp Sat Flow(s),veh/h/ln1329 1856 1470 1237
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h 280 333 264 261
V/C Ra tio(X)
0.0 3.9 1.0 4.7 0.0 0.0 3.8 0.0 0.0 2.4 19.3 19.3
4.8 3.9 1.0 8.6 0.0 0.0 3.8 0.0 0.0 2.4 19.3 19.3
1.00 1.00 0.60 0.40 1.00
59 1222 1270
0.16 0.17 0.05 0.25 0.00 0.00 0.78 0.77 0.78 0.70 0.42 0.42 Avail Cap(c_a), veh/h 361 447 354 343 119 1222 1270 65 1204 1238
0.05 1.00 0.11
0 0 41 1204 1238
0 0
HCMPlatoon Ratio
Upstream Filter(I)
1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 0.00 0.00 0.09 0.09 0.09 0.93 0.93 0.93 Uniform Delay (d), s/veh 52.5 52.1 50.9 54.4 0.0 0.0 69.5 0.0 0.0 72.7 10.6 10.6 Incr Delay (d2), s/veh 0.3 0.2 0.1 0.5 0.0 0.0 2.1 0.5 0.5 18.2 1.0 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 Ba ckOfQ(50%),ve h/ln1.5 1.9 0.4 2.2 0.0 0.0 1.7 0.2 0.2 1.3 7.2 7.4 Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 52.7 52.3 51.0 54.9 0.0 0.0 71.5 0.5 0.5 90.9 11.6 11.6 LnGrp LOS D D
115
52.3 D
D D A
65 54.9
D
A E A
1987
2.1 A F B
1061
13.8 B
B
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS A
Timer - Assigned Phs 1 2 4 5 6 8
32.0 5.1
36.1 10.6
0.3 Phs Duration (G+Y+Rc), s8.2 109.7
Change Period (Y+Rc), s* 4.7 5.8
Max Green Setting (Gma*x5),. 5s 92.8
Max Q Clear Time (g_c+I14).,4s 2.0
Green Ext Time (p_c), s 0.0 28.6
32.0 9.7 108.3
5.1 *4.7 5.8
36.1 *10 88.2
6.8 5.8 21.3
0.5 0.0 7.5
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
8.8 A
Note s
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1740
Attachment 9
Long-Term 2050 + Project AM
12/12/2023
HCM 6th Signalized Intersection Summary
17: Silver Strand Blvd & Rendova Rd
Move me nt WBL WBR NBT NBR SBL SBT
La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h)
Initial Q (Qb), veh
5 5
0 2 1557
2 1557
60 470 558
60 470 558
0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.90
Parking Bus , Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approa ch No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856
0.97 1.00
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
9 3 1692 65 566 672
0.58 0.58 0.92 0.92 0.83 0.83
3 65
3 3 3 3 3
22 2061 888 451 3072
Arrive On Green
Sat Flow, veh/h
0.06 0.06 1.00 1.00 0.51 1.00
1161 387 3618 1518 1767 3618
Grp Volume(v), veh/h 13 0 1692 65 566 672
Grp Sat Flow(s),veh/h/ln1677 0 1763 1518 1767 1763
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
1.1 0.0 0.0 0.0 38.3 0.0
1.1 0.0 0.0 0.0 38.3 0.0
0.69 0.23 1.00 1.00
La ne Grp Cap(c), veh/h 94
V/C Ra tio(X)
Avail Cap(c_a), veh/h 391
0 2061 888 451 3072
0.14 0.00 0.82 0.07 1.25 0.22
0 2061 888 451 3072
HCMPlatoon Ratio
Upstream Filter(I)
1.00 1.00 2.00 2.00 2.00 2.00
1.00 0.00 0.74 0.74 0.92 0.92
Uniform Delay (d), s/veh 67.4 0.0 0.0 0.0 36.7 0.0
Incr Delay (d2), s/veh 0.7 0.0 2.9 0.1 130.4 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile Ba ckOfQ(50%),ve h/ln0.5 0.0 0.8 0.0 28.6 0.0
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 68.0 0.0 2.9 0.1 167.1 0.0
LnGrp LOS
Approa ch Vo l, veh/h
Approa ch De la y, s/veh 68.0
Approa ch LOS
E
13 A A
1757
2.8 A F A
1238
76.4 E A E
Timer - Assigned Phs 1 2 6
136.5
5.8 104.1
2.0 8
13.5 5.1
35.0 3.1
Phs Duration (G+Y+Rc), 4s3.0 93.5
Change Period (Y+Rc), s* 4.7 5.8
Max Green Setting (Gma x*)3, 8s 61.1
Max Q Clear Time (g_c +I410)., 3s 2.0
Green Ext Time (p_c), s 0.0 20.8 4.8 0.0
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
33.3 C
Note s
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1741
Attachment 9
Long-Term 2050 + Project AM
12/12/2023
HCM 6th Signalized Intersection Summary
18: Silver Strand Blvd & Tarawa Rd
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 30
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 1.00
30 30
30 0
20 20
0 5
5 0
30 30
0 66 100 1501
66 100 1501
50 50
0 0
0 0
494 180
494 180
0 0 0 0 0 0
0.95 1.00 0.94 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 Approa ch No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
57 57 38 6 35 78 108 1614 54 0 610 222
0.53 0.53 0.53 0.85 0.85 0.85 0.93 0.93 0.93 0.81 0.81 0.81 3 94
3 99
3 79
3 3 3 3 3 3 3 3 3
26 151 141 129 2624 1134 1 1611 586
Arrive On Green
Sat Flow, veh/h
0.05 0.05 0.05 0.10 0.10 0.10 0.15 1.00 1.00 0.00 0.64 0.64 1767 1856 1488 270 1572 1471 1767 3526 1523 1767 2517 915 Grp Volume(v), veh/h 57 57 38 41 0 78 108 1614 54 0 427 405 Grp Sat Flow(s),veh/h/ln1767 1856 1488 1842 0 1471 1767 1763 1523 1767 1763 1669 Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h 94
V/C Ra tio(X)
Avail Cap(c_a), veh/h 117 122
4.7 4.5 3.7 3.1 0.0 7.6 8.9 0.0 0.0 0.0 17.2 17.3
4.7 4.5 3.7 3.1 0.0 7.6 8.9 0.0 0.0 0.0 17.2 17.3
1.00 1.00 0.15
79 176
1.00 1.00
141 129 2624 1134
1.00 1.00 0.55
99 0 1 1129 1068
0.61 0.58 0.48 0.23 0.00 0.55 0.84 0.62 0.05 0.00 0.38 0.38 98 405 324 205 2624 1134 59 1129 1068 0
HCMPlatoon Ratio
Upstream Filter(I)
1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 0.00 1.00 0.68 0.68 0.68 0.00 0.98 0.98 Uniform Delay (d), s/veh 69.5 69.4 69.0 62.7 0.0 64.8 63.2 0.0 0.0 0.0 12.8 12.8 Incr Delay (d2), s/veh 6.1 5.2 4.4 0.7 0.0 3.4 11.2 0.7 0.1 0.0 0.9 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 Ba ckOfQ(50%),ve h/ln2.3 2.3 1.5 1.5 0.0 3.0 4.1 0.3 0.0 0.0 6.7 6.4 Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 75.6 74.6 73.4 63.4 0.0 68.1 74.4 0.7 0.1 0.0 13.8 13.8 LnGrp LOS E E
152
74.7 E
E E A
119
66.5 E
E E A
1776
5.2 A A B
832
13.8 B
B
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS A
Timer - Assigned Phs 1 2 4 5 6 8
19.5 5.1
33.0 9.6
Phs Duration (G+Y+Rc), s0.0 117.5
Change Period (Y+Rc), s* 4.7 5.8
Max Green Setting (Gmax)*, 5s 81.4
Max Q Clear Time (g_c+I10).,0s 2.0
Green Ext Time (p_c), s 0.0 19.9
13.1 15.6 101.8
5.1 *4.7 5.8
9.9 *17 69.0
6.7 10.9 19.3
0.1 0.1 5.6 0.4
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
13.9 B
Note s
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1742
Attachment 9
Long-Term 2050 + Project AM
12/12/2023
HCM Signalized Intersection Capacity Analysis
19: Silver Strand Blvd & Tulagi Rd
Move me nt WBL WBR NBT NBR SBL SBT
La ne Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Total Lost time (s)
La ne Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Ad j. Flow (vph)
RTOR Reduction (vph)
La ne Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bike s (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actua te d Green, G (s)
Effective Green, g (s)
Actua te d g/C Ratio
Clearance Time (s)
Ve hicle Extension (s)
La ne Grp Cap (vph)
v/s Ratio Prot
25 25
5 5
1911
1911
129
129
0 0
304
304
1900 1900 1900 1900 1900 1900
5.1 1.00
0.99 1.00
0.98 0.96
1717
0.96 1717
0.79 32
5.8 0.95
1.00 1.00
1.00 1.00
3505 1502
1.00 1.00
3505 1502
5.8 1.00
0.96 1.00
0.85 1.00
5.8 0.95
1.00 1.00
1.00 1.00
3505
1.00 3505
0.60 507
0.79 6
0.93 2055
0 0.93
139
27 112
10 0.60
0 6
32 0
0 0
0 0
2055 507
10 10
Perm NA Perm
2 NA
6 8
3.7 3.7
0.05 5.1
3.0 84
2 60.4 60.4
60.4 0.81
5.8 60.4
60.4 0.81
5.8 3.0
2822
0.14 60.4
0.81 5.8
3.0 3.0
2822 1209
c0.59
v/s Ratio Perm
v/c Ratio
c0.02
0.38 34.5
1.00 2.9
37.5 D
37.5 D
0.07 0.73
3.4 1.00
1.7 5.1
A
0.09 1.5
1.00 0.2
1.7 A
0.18 1.7
0.87 0.1
1.6 A
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approa ch Delay (s)
Approa ch LOS
4.9 A
1.6 A
Intersection Summary
HCM2000 Control Delay 4.7
0.71 75.0
66.1%
15 HCM2000 Level of Service A
HCM2000 Volume to Capacity ratio
Actua te d Cycle Le ngth (s)
Intersection Capacity Utilization
Ana lys is Period (min)
Sum of lost time (s)
ICU Level of Service
10.9 C
c Critical Lane Group
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1743
Attachment 9
Long-Term 2050 + Project AM
12/12/2023
HCM 6th Signalized Intersection Summary
20: Silver Strand Blvd & Leyte Rd
Move me nt WBL WBR NBT NBR SBL SBT
La ne Configurations
Traffic Volume (veh/h) 40 110 2070 20
20 0
80 369
Future Volume (veh/h) 40 110 2070 80 369
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 1.00 1.00
Parking Bus , Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approa ch No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856
0 0 0 0 0
0.97 1.00
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
53 145 2464
0.76 0.76 0.84 0.84 0.71 0.71
24 113 520
3 3 3 3 3 3
193 172 2395 1033 117 2768
0.11 0.11 0.68 0.68 0.07 0.79
1767 1572 3618 1520 1767 3618
Grp Volume(v), veh/h 53 145 2464 24 113 520
Grp Sat Flow(s),veh/h/ln1767 1572 1763 1520 1767 1763
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
3.6 12.0 90.0 0.7 8.4 4.9
3.6 12.0 90.0 0.7 8.4 4.9
1.00 1.00 1.00 1.00
La ne Grp Cap(c), veh/h 193 172 2395 1033 117 2768
V/C Ra tio(X) 0.27 0.84 1.03 0.02 0.96 0.19
Avail Cap(c_a), veh/h 360 321 2395 1033 117 2867
HCMPlatoon Ratio
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 54.2 57.9 21.2 6.9 61.7 3.6
Incr Delay (d2), s/veh 0.8 10.7 26.2 0.0 73.5 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile Ba ckOfQ(50%),ve h/ln1.7 5.3 39.5 0.2 6.1 1.3
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 54.9 68.6 47.4 6.9 135.1 3.6
LnGrp LOS
Approa ch Vo l, veh/h
Approa ch De la y, s/veh 64.9
Approa ch LOS
D
198
E F
2488
47.0 D
A F A
633
27.1 E C
Timer - Assigned Phs 1 2 6
112.4
*8.4
*1.1E2
6.9 8
20.1 5.6
27.0 14.0
0.5 Phs Duration (G+Y+Rc), 1s4.0 98.4
Change Period (Y+Rc), s* 5.2 *8.4
Max Green Setting (Gma*x8),. 8s *90
Max Q Clear Time (g_c +I110)., 4s 92.0
Green Ext Time (p_c), s 0.0 0.0 3.5
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
44.3 D
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1744
Attachment 9
Long-Term 2050 + Project PM
12/12/2023
HCM 6th Signalized Intersection Summary
1: Orange Ave & 1st St
Move me nt EBT EBR WBL WBT NBL NBR
La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h)
Initial Q (Qb), veh
221
221
0 290
290
0 141
141
0 96
96 0
110
110
0 78
78 0
Ped-Bike Adj(A_pbT)
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
0.85 1.00
0.97 1.00
1.00 1.00
No
1.00 1.00 1.00
No
1.00 No
1856 1856 1856 1856 1856 1856
270
0.82 3
323
0.49 656
0 0
0.0 0.0
354
0.82 3
178
0.79 3
217
0.49 122
0.79 3
913
0.49 131
0.84 3
598
0.34 93
0.84 3
532
0.34 424
0.49 860
624
1517
23.1 23.1
0.57 747
0.84 747
1.00 1.00
14.2 8.2
Sat Flow, veh/h 770 1856 1767 1572
178 122 131 93
770 1856 1767 1572
Grp Volume(v), veh/h
Grp Sat Flow(s),veh/h/ln
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h
V/C Ra tio(X)
Avail Cap(c_a), veh/h
HCMPlatoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh
Incr Delay (d2), s/veh
Initial Q Delay(d3),s/veh
%ile BackOfQ(50%),veh/ln
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh
LnGrp LOS
8.9 32.0
1.00 217
0.82 217
1.00 1.00
29.8 21.7
0.0 2.3
2.3 3.4
3.4 2.7
2.7 1.00
598
0.22 598
1.00 1.00
15.4 0.8
1.00 532
0.17 532
1.00 1.00
15.1 0.7
0 0.00
0 1.00
0.00 0.0
0.0 0.0
0.0 913
0.13 913
1.00 1.00
9.0 0.1
0.0 0.9
0.0 8.6
0.0 1.4
0.0 4.0 1.0
0.0 A
22.4 C
51.6 D
9.0 A
16.2 B
15.8 B
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
624
22.4 C
300
34.3 C
224
16.0 B
Timer - Assigned Phs 2
38.0 6.0
32.0 25.1
2.7 6
38.0 6.0
32.0 34.0
0.0 8
27.0 5.0
22.0 5.4
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
Max Green Setting (Gmax), s
Max Q Clear Time (g_c+I1), s
Green Ext Time (p_c), s 0.6
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
24.3 C
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1745
Attachment 9
Long-Term 2050 + Project PM
12/12/2023
HCM 6th TWSC
2: A Ave & 1st St
Intersection
Int De la y, s/veh 5.3
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Conflicting Peds, #/hr
Sign Control
5 5
10 48
48 0
60 60
11 10
10 11
44 44
0 0
0 10
65 65
17 0
0 0
38 38
10 5
5 10
5 5
0 0
0 17
Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized
Storage Le ngth
Veh in Median Storage, #
Grade, %
-
-
-
- None -
-
-
- None -
-
-
- None -
-
-
- None
-
0 -
-
-
0 -
-
-
0 -
-
-
0 -
-
- 0 - - 0 - - 0 - - 0 -
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
73 3
7 73
3 66
73 3
82 55
3 18
55 3
80 55
3 0
66 3
98 66
3 0
66 3
58 30
3 17
30 3
17 30
3 0
Ma jor/Minor Ma jor1 Ma jor2 Minor1 Minor2
Conflicting Flow All
Stage 1
90 -
-
4.13 -
0 -
-
-
-
-
-
-
-
-
-
-
-
-
-
0 -
-
-
-
-
159 0
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0 -
-
-
-
-
274 258 128 286 299 107
-
-
132 132
142 126
-
-
126 126
160 173
-
Stage 2 -
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
4.13 7.13 6.53 6.23 7.13 6.53 6.23
-
-
6.13 5.53
6.13 5.53
-
-
6.13 5.53
6.13 5.53
-
- -
2.227 - 2.227
- 1414
-
-
-
- 3.527 4.027 3.327 3.527 4.027 3.327
Pot Cap-1 Maneuver 1499 -
-
-
-
-
-
-
-
676 645 919 664 611 944
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver 1485
Mov Cap-2 Maneuver
Stage 1
-
-
-
-
869 785
859 790
-
-
875 790
840 754
-
-
- 1399 635 621 901 602 588 920
-
-
-
-
-
-
-
-
-
635 621
856 773
816 772
-
-
-
602 588
863 772
775 743
-
-
Stage 2 -
Approa ch
HCM Control Delay, s
HCM LOS
EB
0.3 WB
1.4 NB
11.5 B
SB
11.4 B
Minor La ne /Ma jor Mvmt
Capacity (veh/h)
HCM La ne V/C Ratio
HCMControl Delay (s)
HCM La ne LOS
NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
713 1485
0.219 0.005
11.5 7.4
-
-
0 A
-
- 1399
- 0.013
-
-
0 A
-
- 595
- 0.056
-
-
-
7.6 A
-
-
-
11.4 B B
0.8 A
HCM95th %tile Q(veh) 0 0 0.2
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1746
Attachment 9
Long-Term 2050 + Project PM
12/12/2023
HCM 6th TWSC
3: A Ave & 2nd St
Intersection
Int De la y, s/veh 5.3
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Conflicting Peds, #/hr
18 150
18 150
25 25
55 15 175 111
15 175 111
10 10
10 10
10 0
5 5
10 40
40 10
50 50
0 24
24 49 0 55 0 49 10
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized
Storage Le ngth
Veh in Median Storage, #
Grade, %
-
-
-
- None -
-
-
- None -
-
-
- None -
-
-
- None
-
0 -
-
-
0 -
-
-
0 -
-
-
0 -
-
- 0 - - 0 - - 0 - - 0 -
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
69 3
26 217
69 3
69 3
36 90
3 90
3 90
3 71
3 14
71 3
14 71
3 7
76 3
53 76
3 66
76 3
17 194 123 32
Ma jor/Minor
Conflicting Flow All
Stage 1
Ma jor1
366
Ma jor2 Minor1 Minor2
0 -
-
-
-
-
-
-
-
-
-
-
-
-
-
0 -
-
-
-
-
308 0
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0 -
-
-
-
-
691 742 300 647 699 315
342 342
349 400
7.13 6.53 6.23 7.13 6.53 6.23
6.13 5.53
6.13 5.53
- -
-
-
-
339 339
308 360
-
Stage 2 - -
4.13 -
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
4.13 -
-
-
-
6.13 5.53
6.13 5.53
-
- -
2.227 - 2.227
- 1247
- 3.527 4.027 3.327 3.527 4.027 3.327
Pot Cap-1 Maneuver 1187 -
-
-
-
-
-
-
-
358 342 737 383 363 723
671 636
665 600
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver 1132
Mov Cap-2 Maneuver
Stage 1
-
-
-
-
-
-
-
-
-
673 638
700 625
-
-
- 1182 260 295 692 333 313 683
-
-
-
-
-
-
-
-
-
260 295
619 586
549 562
-
-
-
333 313
625 597
652 576
-
-
Stage 2 -
Approa ch
HCM Control Delay, s
HCM LOS
EB
0.8 WB
0.4 NB
17.9 C
SB
21.8 C
Minor La ne /Ma jor Mvmt
Capacity (veh/h)
HCM La ne V/C Ratio
HCMControl Delay (s)
HCM La ne LOS
NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
314 1132
0.112 0.023
17.9 8.3
-
-
0 A
-
- 1182
- 0.014
-
-
0 A
-
- 362
- 0.414
-
-
-
8.1 A
-
-
-
21.8 C A C
HCM95th %tile Q(veh) 0.4 0.1 0 2
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1747
Attachment 9
Long-Term 2050 + Project PM
12/12/2023
HCM 6th Signalized Intersection Summary
4: Orange Ave & Third St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h)
Initial Q (Qb), veh
0 0
0 0
0 0
959
959
40 674
674
75 80
80 0
44 44
0 263
263
0 0
0 0
0 0
0 623
623
60 15
15 0
Ped-Bike Adj(A_pbT)
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
1.00 1.00
0.97 1.00
1.00 1.00
1.00 1.00
1.00 1.00
0.88 1.00 1.00
No
1.00 No
1.00 No
1856 1856 1856 1856 1856 0
0 0.86
0 0
0.00 0
0 0
0.86 0
0 0.00
0 1856 1856
1125
0.96 3
525
0.96 3
83 0.96
3 216
0.55 51
0.86 3
66 1261
0.04 0.34
306
0.86 3
724
0.86 3
1017
0.25 3601
364
17 0.86
3 10
0.25 82
1906 1740
0.55 0.55
3534 3116
1125 312
1767 1856 1750 1767 1763
22.7 22.7
1.00 1906 1001
0.59 0.31
1936 1017
1.00 1.00
18.9 1.4
Sat Flow, veh/h 490 1767 3618
Grp Volume(v), veh/h 296 51 306
Grp Sat Flow(s),veh/h/ln
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h
V/C Ra tio(X)
Avail Cap(c_a), veh/h
HCMPlatoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh
Incr Delay (d2), s/veh
Initial Q Delay(d3),s/veh
%ile BackOfQ(50%),veh/ln
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh
LnGrp LOS
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
0 0
0 0
377
1763 1828
9.8 9.8
9.9 9.9
3.1 3.1
1.00 66 1261
0.78 6.7
6.7 0.0
0.0 0.00
0 0.00
0 1.00
0.00 0.0
0.0 0.0
0.0 0.0
0.0 0.00
0 0.00
0 1.00
0.00 0.0
0.0 0.0
0.0 21.0
21.0 21.0
21.0 0.05
520
0.73 579
1.00 1.00
39.8 4.0
87.5 26.9
0.28 954
0.31 959
1.00 1.00
16.7 0.8
501
0.73 558
1.00 1.00
39.9 4.2
0.24 153 1609
1.00 1.00
16.7 0.8
14.7 13.3
1.00 1.00
52.8 17.6
0.0 1.00
1.00 25.0
0.1 0.0
2.9 7.7
14.9 16.1
13.3 93.9
1.7 27.0
28.0 C
32.2 C
1733
29.7 C
33.6 C
70.4 E
25.1 C
357
31.5 C
0.0 A
0.0 138.0 131.4
A F
741
134.6
F
F
Timer - Assigned Phs 3
9.7 *5.7
*9.3
5.1 4
32.7 6.1
34.0 23.0
3.7 6
64.9 6.1
58.8 24.7
11.4 8
42.4 6.1
49.0 8.7
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
Max Green Setting (Gmax), s
Max Q Clear Time (g_c+I1), s
Green Ext Time (p_c), s 0.0 2.3
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
57.4 E
Note s
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1748
Attachment 9
Long-Term 2050 + Project PM
12/12/2023
HCM 6th AWSC
5: Glorietta Blvd & Third St/Mullinix Dr
Intersection
Intersection De la y, s/veh11.4
Intersection LOS B
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
5 5
5 5
10 10
30 30
60 60
30 30
50 218
50 218
50 50
70 70
50 50
20 20
0.92 0.92 0.92 0.56 0.56 0.56 0.91 0.91 0.91 0.57 0.57 0.57 3 5
0 3
5 1
3 11
0 3 3 3
54 0
3 3 3 3 3
88 1
3 35
0 54 107
0 55 240 55 123
Number of Lanes 1 0 1 0 0
Approa ch
Opposing Approa ch
Opposing Lanes
EB
WB
1 WB
EB
1 NB
SB
1 SB
NB
1 Conflicting Approa ch Le ft SB
Conflicting Lanes Le ft
Conflicting Approa ch RighNt B
NB
1 SB
1 10.9
B
EB
1 WB
1 12.2
B
WB
1 EB
1 10.8
B
1 Conflicting Lanes Right
HCMControl Delay
HCM LOS
1 8.8
A
La ne
Vol Left, %
Vol Thru, %
Vol Right, %
NBLn1 EBLn1WBLn1 SBLn1
16% 25% 25% 50%
69% 25% 50% 36%
16% 50% 25% 14%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane
LT Vol
Through Vol
318
50 218
50 20 120 140
5 5
30 60
30 70
50 RT Vol 10 20
La ne Flow Rate
Geometry Grp
De gre e of Util (X)
Departure Headway (Hd)
Convergence, Y/N
Cap
Service Time
HCM La ne V/C Ratio
HCMControl Delay
HCM La ne LOS
HCM95th-tile Q
349
1 22 214 246
1 1 1
0.468 0.034 0.32 0.342
4.819 5.595 5.373 5.119
Yes Yes Yes Ye s
737 643 673 707
2.915 3.603 3.373 3.119
0.474 0.034 0.318 0.348
12.2 8.8 10.9 10.8
B A B B
2.5 0.1 1.4 1.5
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1749
Attachment 9
Long-Term 2050 + Project PM
12/12/2023
HCM 6th Signalized Intersection Summary
6: Alameda Blvd & Mc Cain Blvd/4th St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 30 1324 124
30 1324 124 0
0 0
0 0
0 0
0 0
111
111
0 94 200 287
94 200 287
0 0
Initial Q (Qb), veh 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.95 1.00 0.95 1.00 1.00
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln 1856 1856 1856
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
No No
0 1856 1856 1856 1856
144 122 241 346
No
0 36 1576 148 0
0.84 0.84 0.84
0 0.77 0.77 0.77 0.83 0.83 0.83
3 3 3 0
0 3 3 3 3 0
39 1816 176 0
0.38 0.38 0.38
102 4725 459
186 158 281 834
0.00 0.21 0.21 0.16 0.45 0.00
0 0
0 903 765 1767 1856
266 241 346
0 1668 1767 1856
0 0
0 Grp Volume(v), veh/h 654 543 563
Grp Sat Flow(s),veh/h/ln1850 1689 1747
0 Q Serve(g_s), s
Cycle Q Clear(g_c), s 22.8 19.8 19.9
Prop In La ne 0.06 0.26
La ne Grp Cap(c), veh/h 711 649 671
V/C Ra tio(X) 0.92 0.84 0.84
Avail Cap(c_a), veh/h 711 649 671
22.8 19.8 19.9 0.0 0.0 10.2 9.0 8.6 0.0
0.0 0.0 10.2 9.0 8.6 0.0
0.00 0
0.46 1.00
344 281 834
0.00 0 0
0.00 0.00 0.77 0.86 0.42 0.00
0 0 518 281 1027 0
HCMPlatoon Ratio
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
0.00 0.00 1.00 1.00 1.00 0.00
0.0 0.0 25.5 27.8 12.7 0.0
0.0 0.0 4.1 22.2 0.3 0.0
0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 4.3 5.4 3.4 0.0
Uniform Delay (d), s/veh 19.9 19.0 19.0
Incr Delay (d2), s/veh 19.0 12.2 12.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0
%ile Ba ckOfQ(50%),ve h/1ln2.8 9.4 9.7
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 38.9 31.1 31.0 0.0 0.0 29.5 50.0 13.0 0.0 LnGrp LOS D C
1760
34.0 C
C A A
266
29.5 C
C D B
587
28.2 C
A
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
Timer - Assigned Phs 1 2 4
31.8 *5.7
*26
24.8 1.1
6 36.1
5.6 37.6
10.6 2.3
Phs Duration (G+Y+Rc), 1s6.5 19.6
Change Period (Y+Rc), s* 5.7 5.6
Max Green Setting (Gma x*)1, 1s 21.1
Max Q Clear Time (g_c +I111)., 0s 12.2
Green Ext Time (p_c), s 0.0 1.1
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
32.2 C
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1750
Attachment 9
Long-Term 2050 + Project PM
12/12/2023
HCM 6th Signalized Intersection Summary
7: Orange Ave & 4th St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 28 1864
Initial Q (Qb), veh 50
Ped-Bike Adj(A_pbT) 1.00
28 1864 36
36 0
0 0
0 0
0 0
0 0
0 259
259
0 63 461 1140
63 461 1140
10 65
0.89 1.00
0 0
0 0 0
0.98 1.00 1.00
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln 1856 1856 1856
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
No No
0 1856 1856 1856 1856
276 67 501 1239
No
0 Adj Flow Rate, veh/h 0
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
Grp Volume(v), veh/h 782 1297
Grp Sat Flow(s),veh/h/ln1852 1689 1537
Q Serve(g_s), s 49.7 42.4 1.8
Cycle Q Clear(g_c), s 49.7 42.4 1.8
Prop In La ne 0.04 1.00
La ne Grp Cap(c), veh/h 923 1694 767
V/C Ra tio(X) 0.85 0.77 0.05
Avail Cap(c_a), veh/h 1043 1902 866
31 2048 40 0
0.91 0.91 0.91 0.94 0.94 0.94 0.92 0.92 0.92
3 3 3 0
0 3 3 3 3 0
25 2595 767 0
0.51 0.51 0.51
73 5156 1537
775 292 599 1537
0.00 0.21 0.21 0.17 0.41 0.00
0 3711 1400 3428 3618
276 67 501 1239
0 1856 1400 1714 1763
0 0
0 40 0
0.0 8.8 5.5 19.8 44.4 0.0
0.0 8.8 5.5 19.8 44.4 0.0
0.00 0
1.00 1.00
775 292 599 1537
0.00 0
0.00 0.36 0.23 0.84 0.81 0.00
0 897 338 804 1798 0
HCMPlatoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh 35.4 32.3 19.2
Incr Delay (d2), s/veh 6.0 1.7 0.0
Initial Q Delay(d3),s/veh 15.4 11.9 0.0
%ile Ba ckOfQ(50%),ve h/3ln4.8 26.1 0.7
Uns ig. Move me nt De la y, s/veh
1.00 1.00 1.00
1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00
0.00 1.00 1.00 1.00 1.00 0.00
0.0 50.4 49.0 57.8 43.3 0.0
0.0 0.3 0.4 5.8 2.4 0.0
0.0 0.0 0.0 12.3 66.5 0.0
0.0 4.5 2.1 11.2 43.1 0.0
LnGrp Delay(d),s/veh 56.8 45.9 19.3 0.0 50.7 49.4 76.0 112.2 0.0 LnGrp LOS E D
2119
49.4 D
B A D
343
50.4 D
D E F
1740
101.8
F
A
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
Timer - Assigned Phs 1 2 4
76.8 6.1
78.1 51.7
19.0 6
61.9 5.1
70.7 46.4
10.4 Phs Duration (G+Y+Rc), 2s7.9 34.0
Change Period (Y+Rc), s* 4.7 5.1
Max Green Setting (Gma x*)3, 3s 33.5
Max Q Clear Time (g_c +I211)., 8s 10.8
Green Ext Time (p_c), s 1.4 2.0
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
71.2 E
Note s
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1751
Attachment 9
Long-Term 2050 + Project PM
12/12/2023
HCM 6th AWSC
8: Alameda Blvd & 6th St
Intersection
Intersection De la y, s/veh14.5
Intersection LOS B
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
56 56
38 38
25 25
10 10
45 45
10 10
15 120
15 120
10 10
52 282
52 282
77 77
0.72 0.72 0.72 0.55 0.55 0.55 0.72 0.72 0.72 0.85 0.85 0.85 3 78
0 3
53 1
3 35
0 3
18 0
3 82
1 3
18 0
3 3 3
14 0
3 3 3
91 0
21 167 61 332
Number of Lanes 0 1 0 1
Approa ch
Opposing Approa ch
Opposing Lanes
EB
WB
1 WB
EB
1 NB
SB
1 SB
NB
1 Conflicting Approa ch Le ft SB
Conflicting Lanes Le ft
Conflicting Approa ch RighNt B
NB
1 SB
1 10.6
B
EB
1 WB
1 11
B
WB
1 EB
1 18.1
C
1 Conflicting Lanes Right
HCMControl Delay
HCM LOS
1 11.2
B
La ne NBLn1 EBLn1WBLn1 SBLn1
10% 47% 15% 13%
83% 32% 69% 69%
7% 21% 15% 19%
Stop Stop Stop Stop
Vol Left, %
Vol Thru, %
Vol Right, %
Sign Control
Traffic Vol by Lane
LT Vol
145 119 65 411
10 52
45 282
10 77
15 120
10 56
38 25
Through Vol
RT Vol
La ne Flow Rate
Geometry Grp
De gre e of Util (X)
Departure Headway (Hd)
Convergence, Y/N
Cap
201 165 118 484
1 1 1 1
0.308 0.273 0.197 0.677
5.501 5.94 6.015 5.043
Yes Yes Yes Ye s
650 603 594 716
3.552 3.994 4.075 3.083
0.309 0.274 0.199 0.676
11 11.2 10.6 18.1
Service Time
HCM La ne V/C Ratio
HCMControl Delay
HCM La ne LOS
HCM95th-tile Q
B B B C
1.3 1.1 0.7 5.3
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1752
Attachment 9
Long-Term 2050 + Project PM
12/12/2023
HCM 6th Signalized Intersection Summary
9: Orange Ave & 6th St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 90 121
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 0.98
90 121 47
47 0
11 11
0 41
41 0
27 27
0 60 351
60 351
11 11
0 37 928
37 928
50 50
0 0 0 0 0 0 0
0.94 0.98 0.95 1.00 0.91 1.00 0.88
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 Approa ch No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
120 161 63 15 55 36 70 408 13 40 1009 54
0.75 0.75 0.75 0.74 0.74 0.74 0.86 0.86 0.86 0.92 0.92 0.92 3 3 3 3 3 3 3 3 3
38 3 3 3
254 324 113 114 374 220 96 1202 69 1117 60
Arrive On Green
Sat Flow, veh/h
0.40 0.40 0.40 0.40 0.40 0.40 0.05 0.35 0.35 0.04 0.33 0.33 460 819 287 136 946 557 1767 3475 110 1767 3377 181
Grp Volume(v), veh/h 344
Grp Sat Flow(s),veh/h/ln1566
0 0
0 106 0
0 0 70 206 215 40 527 536
0 1639 0 1767 1763 1823 1767 1763 1795
Q Serve(g_s), s
Cycle Q Clear(g_c), s 11.1 0.0 0.0 2.7 0.0 0.0 2.6 5.9 5.9 1.5 19.3 19.3 Prop In La ne 0.35 0.18 0.14 0.34 1.00 0.06 1.00 0.10
La ne Grp Cap(c), veh/h 690 708 96 610 630 69 583 594
V/C Ra tio(X) 0.50 0.00 0.00 0.15 0.00 0.00 0.73 0.34 0.34 0.58 0.90 0.90 Avail Cap(c_a), veh/h 922 947 133 610 630 159 599 609
7.4 0.0 0.0 0.0 0.0 0.0 2.6 5.9 5.9 1.5 19.3 19.3
0 0 0 0
0 0 0 0
HCMPlatoon Ratio
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
1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.6 0.0 0.0 13.2 0.0 0.0 31.6 16.4 16.4 32.0 21.6 21.6 Incr Delay (d2), s/veh 0.6 0.0 0.0 0.1 0.0 0.0 12.1 0.3 0.3 7.5 16.8 16.6 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 Ba ckOfQ(50%),ve h/ln3.8 0.0 0.0 1.0 0.0 0.0 1.4 2.3 2.4 0.8 10.0 10.2 Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 16.2 0.0 0.0 13.3 0.0 0.0 43.6 16.7 16.7 39.5 38.5 38.3 LnGrp LOS B A
344
16.2 B
A B A
106
13.3 B
A D B
491
20.6 C
B D D
1103
38.4 D
D
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
Timer - Assigned Phs 1 2 4 5 6 8
31.9 5.1
37.0 4.7
Phs Duration (G+Y+Rc), s7.3 28.5
Change Period (Y+Rc), s* 4.7 5.1
Max Green Setting (Gma*x6),. 1s 22.0
Max Q Clear Time (g_c+I13).,5s 7.9
Green Ext Time (p_c), s 0.0 2.1
31.9 8.4 27.5
5.1 *4.7 5.1
37.0 *5.1 23.0
13.1 4.6 21.3
2.3 0.0 1.1 0.6
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
29.1 C
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1753
Attachment 9
Long-Term 2050 + Project PM
12/12/2023
HCM 6th Signalized Intersection Summary
10: Orange Ave & 8th St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 71
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 0.96
71 71
71 0
21 21
0 11
11 0
30 30
0 24
24 0
50 267
50 267
11 11
0 40 897
40 897
67 67
0 0 0 0 0 0
0.93 0.96 0.93 1.00 0.92 1.00 0.79
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 Approa ch No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
86 86 25 13 36 29 53 281 12 42 934 70
0.83 0.83 0.83 0.84 0.84 0.84 0.95 0.95 0.95 0.96 0.96 0.96 3 3 3 3 3 3 3 3 3
47 3 3 3
325 308 81 136 347 248 83 1096 72 1018 76
Arrive On Green
Sat Flow, veh/h
0.42 0.42 0.42 0.42 0.42 0.42 0.05 0.32 0.32 0.04 0.31 0.31 594 741 194 174 836 598 1767 3431 146 1767 3252 244
Grp Volume(v), veh/h 197
Grp Sat Flow(s),veh/h/ln1528
0 0
0 78 0
0 0 53 144 149 42 506 498
0 1608 0 1767 1763 1814 1767 1763 1733
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h 713
V/C Ra tio(X)
2.7 0.0 0.0 0.0 0.0 0.0 2.0 4.0 4.1 1.5 18.4 18.4
5.3 0.0 0.0 1.9 0.0 0.0 2.0 4.0 4.1 1.5 18.4 18.4
0.44 0.13 0.17
731
0.28 0.00 0.00 0.11 0.00 0.00 0.64 0.25 0.26 0.59 0.92 0.92 Avail Cap(c_a), veh/h 859 883 136 563 580 163 558 549
0.37 1.00 0.08 1.00 0.14
0 0 0 0 83 563 580 72 552 543
0 0 0 0
HCMPlatoon Ratio
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
1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.8 0.0 0.0 11.9 0.0 0.0 31.1 16.7 16.7 31.3 21.9 22.0 Incr Delay (d2), s/veh 0.2 0.0 0.0 0.1 0.0 0.0 7.9 0.2 0.2 7.4 20.0 20.3 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 Ba ckOfQ(50%),ve h/ln1.8 0.0 0.0 0.7 0.0 0.0 1.0 1.5 1.6 0.8 10.0 9.9 Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 13.0 0.0 0.0 12.0 0.0 0.0 38.9 17.0 17.0 38.6 42.0 42.2 LnGrp LOS B A
197
13.0 B
A B A
78 12.0
B
A D B
346
20.3 C
B D D
1046
42.0 D
D
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
Timer - Assigned Phs 1 2 4 5 6 8
32.6 5.1
34.0 3.9
Phs Duration (G+Y+Rc), s7.4 26.3
Change Period (Y+Rc), s* 4.7 5.1
Max Green Setting (Gma*x6),. 1s 20.0
Max Q Clear Time (g_c+I13).,5s 6.1
Green Ext Time (p_c), s 0.0 1.4
32.6 7.8 25.9
5.1 *4.7 5.1
34.0 *5.1 21.0
7.3 4.0 20.4
1.2 0.0 0.4 0.4
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
32.7 C
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1754
Attachment 9
Long-Term 2050 + Project PM
12/12/2023
HCM 6th Signalized Intersection Summary
11: Orange Ave & 10th St
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 71
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 1.00
71 90 110
90 110
32 32
0 50
50 0
34 34
0 50 244
50 244
23 23
0 59 804
59 804
44 44
0 0 0 0 0 0 0 0
0.83 1.00 0.87 1.00 0.84 1.00 0.64
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 Approa ch No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
89 112 138 34 53 36 59 287 27 67 914 50
0.80 0.80 0.80 0.94 0.94 0.94 0.85 0.85 0.85 0.88 0.88 0.88 3 3 3 3 3 3 3 3 3
94 3 3 3
113 285 351 52 375 255 76 1018 86 1065 58
Arrive On Green
Sat Flow, veh/h
0.06 0.42 0.42 0.03 0.39 0.39 0.04 0.32 0.32 0.05 0.32 0.32 1767 676 833 1767 967 657 1767 3202 296 1767 3286 180
Grp Volume(v), veh/h 89 0 250 34 0 89 59 156 158 67 490 474 Grp Sat Flow(s),veh/h/ln1767 0 1510 1767 0 1624 1767 1763 1736 1767 1763 1703 Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h 113
V/C Ra tio(X)
5.4 0.0 12.4 2.1 0.0 3.8 3.6 7.1 7.4 4.0 28.1 28.1
5.4 0.0 12.4 2.1 0.0 3.8 3.6 7.1 7.4 4.0 28.1 28.1
1.00 0.55 1.00
637 52
0.79 0.00 0.39 0.65 0.00 0.14 0.78 0.28 0.29 0.78 0.86 0.86 Avail Cap(c_a), veh/h 159 637 110 632 120 628 618 169 677 654
0.40 1.00 0.17 1.00 0.11
0 0 629 76 561 552 86 571 552
0 0
HCMPlatoon Ratio
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
1.00 0.00 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 49.8 0.0 21.6 51.8 0.0 21.4 51.1 27.5 27.6 50.7 34.1 34.1 Incr Delay (d2), s/veh 15.9 0.0 0.4 12.7 0.0 0.1 15.6 0.3 0.3 13.8 9.5 9.8 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 Ba ckOfQ(50%),ve h/ln2.9 0.0 4.5 1.1 0.0 1.5 1.9 3.0 3.1 2.1 13.3 12.9 Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 65.7 0.0 22.0 64.5 0.0 21.5 66.7 27.8 27.9 64.5 43.6 43.9 LnGrp LOS E A
339
33.5 C
C E A
123
33.4 C
C E C
373
34.0 C
C E D
1031
45.1 D
D
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), 1s0.0 39.4 7.9 50.6 9.3 40.0 11.6 46.9 Change Period (Y+Rc), s* 4.7 5.1 *4.7 5.1 *4.7 5.1 *4.7 5.1 Max Green Setting (Gma x*)1, 0s 38.4 *6.7 45.0 *7.3 41.4 *9.7 42.0 Max Q Clear Time (g_c+I16).,0s 9.4 4.1 14.4 5.6 30.1 7.4 5.8 Green Ext Time (p_c), s 0.0 1.9 0.0 1.9 0.0 4.8 0.0 0.6 Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
40.0 D
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1755
Attachment 9
Long-Term 2050 + Project PM
12/12/2023
HCM 6th TWSC
12: Glorietta Blvd & Pomona Ave
Intersection
Int De la y, s/veh 7.2
Move me nt EBL EBT WBT WBR SBL SBR
La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Conflicting Peds, #/hr
Sign Control
RT Channelized
Storage Le ngth
Veh in Median Storage, #
Grade, %
424 180
424 180
50 50
0 5
5 21
5 5
10 232
232
21 0 0
Free Free Free Free Stop Stop
- None - None - None
-
-
-
0 -
0 0
-
-
-
0 0
0 -
-
- 0 -
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
90 3
90 3
75 3
67 75
3 7
84 3
6 84
3 471 200 276
Ma jor/Minor Ma jor1 Ma jor2 Minor2
Conflicting Flow All
Stage 1
95 -
-
4.13 -
0 -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0 1244
92 - 1152
92 -
-
-
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
-
-
-
6.43 6.23
5.43 5.43
-
- -
2.227 - 3.527 3.327
Pot Cap-1 Maneuver 1493 -
-
-
-
-
-
-
-
191 963
929
300
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver 1463
Mov Cap-2 Maneuver
Stage 1
-
-
-
-
117 944
-
-
-
117
581
294
-
-
Stage 2 -
Approa ch
HCM Control Delay, s
HCM LOS
EB
6.1 WB
0 SB
11.7 B
Minor La ne /Ma jor Mvmt
Capacity (veh/h)
HCM La ne V/C Ratio
HCMControl Delay (s)
HCM La ne LOS
EBL EBT WBT WBR SBLn1
1463
0.322
8.6 -
-
0 A
-
-
-
-
-
-
- 821
- 0.344
-
-
-
11.7 A B
HCM95th %tile Q(veh) 1.4 1.5
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1756
Attachment 9
Long-Term 2050 + Project PM
12/12/2023
HCM 6th Signalized Intersection Summary
13: Orange Ave & Rh Dana Pl/Adella Ave
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h)
Initial Q (Qb), veh
100
100
0 120
120
0 430
430
0 40
40 0
25 25
0 20
20 0
150
150
0 173
173
0 15
15 0
45 45
0 829
829
0 103
103
0 Ped-Bike Adj(A_pbT)
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
0.90 1.00
0.69 1.00
0.96 1.00
0.81 1.00
1.00 1.00
0.84 1.00
1.00 1.00
0.63 1.00 1.00
No
1.00 No
1.00 No
1.00 No
1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 125
0.80 3
251
0.39 548
275
1260
0.0 25.4
0.45 528
0.52 531
1.00 1.00
33.3 0.9
150
0.80 3
277
0.39 538
0.80 3
738
0.39 66
0.61 3
41 0.61
3 33
0.61 3
55 0.39
183
0.82 3
208 1494
0.12 0.46
211
0.82 3
18 0.82
3 125
0.46 55 1011
0.82 126
0.82 3
140
0.38 365
532
0.82 3 3
135
0.39 250
140
600
13.5 39.0
0.47 271
0.52 274
1.00 1.00
43.1 1.6
81 71 1128
0.39 0.04 0.38
208
0 0
0.0 0.0
Sat Flow, veh/h 711 1898 141 1767 3238
0 0
0.0 0.0
0.24 0
0.00 0
1.00 0.00
0.0 0.0
0.0 0.0
271 1767 2939
Grp Volume(v), veh/h 116 55 605
Grp Sat Flow(s),veh/h/ln
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h
V/C Ra tio(X)
Avail Cap(c_a), veh/h
HCMPlatoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh
Incr Delay (d2), s/veh
Initial Q Delay(d3),s/veh
%ile BackOfQ(50%),veh/ln
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh
LnGrp LOS
0 0
0.0 0.0
538
949
33.6 33.6
1.00 738
0.73 742
1.00 1.00
36.2 3.6
183 113
1767 1763 1747 1767 1763 1541
14.1 14.1
1.00 208
0.88 271
1.00 1.00
60.3 22.0
0.0 5.1
5.1 5.3
5.3 4.3
4.3 1.00
71 0.78
135
1.00 1.00
66.0 16.5
0.0 44.7
44.7 45.1
45.1 0.24
592
0.90 657
1.00 1.00
40.2 14.4
0.0 0.16
806
0.14 880
1.00 1.00
21.6 0.1
0 0.00
0 1.00
0.00 0.0
0.0 0.0
0.0 0
0.00 0
1.00 0.00
0.0 0.0
0.0 0.0
813
0.14 888
1.00 1.00
21.5 0.1
676
0.89 752
1.00 1.00
40.1 12.4
0.0 0.0
7.5 0.0
8.1 0.0
4.5 0.0
2.2 0.0
7.6 2.2 2.3 21.6 19.3
34.2 C
0.0 A
39.8 D
44.8 D
0.0 A
0.0 A
82.3 F
21.6 C
21.6 C
82.6 F
52.6 D
54.7 D
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
813
37.9 D
140
44.8 D
412
48.5 D
1192
54.9 D
Timer - Assigned Phs
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
Max Green Setting (Gmax), s *11
Max Q Clear Time (g_c+I1), s
Green Ext Time (p_c), s
1 10.3
*4.7
2 69.5
5.4 69.9
7.3 4
59.1 5.1
54.3 35.6
5.1 5
21.0 *4.7
*21
16.1 0.2
6 58.7
5.4 59.2
47.1 6.2
8 59.1
5.1 54.3
41.0 0.8
6.3 0.0 1.5
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
47.9 D
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1757
Attachment 9
Long-Term 2050 + Project PM
12/12/2023
HCM 6th Signalized Intersection Summary
14: Orange Ave & Pomona Ave
Move me nt WBL WBR NBT NBR SBL SBT
La ne Configurations
Traffic Volume (veh/h) 222
Future Volume (veh/h) 222
10 323 604
10 323 604
0 1089
0 1089
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 1.00 0.95
Parking Bus , Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approa ch No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856
0 0 0 0 0 0
0.97 1.00
No No
0 1856
Adj Flow Rate, veh/h 0 1159
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
278 12 347 649
0.80 0.80 0.93 0.93 0.94 0.94
3 351
3 3 3 0 3
15 1227 1059 0 2453
Arrive On Green
Sat Flow, veh/h
Grp Volume(v), veh/h 291
Grp Sat Flow(s),veh/h/ln1754
0.21 0.21 1.00 1.00 0.00 0.70
1676 72 1856 1522
347 649
0 1763 1522
0 3711
0 1159
0 1763
0 Q Serve(g_s), s
Cycle Q Clear(g_c), s 17.3 0.0 0.0 0.0 0.0 16.4
Prop In La ne 0.96 0.04 1.00 0.00
La ne Grp Cap(c), veh/h 368 0 1227 1059 0 2453
V/C Ra tio(X) 0.79 0.00 0.28 0.61 0.00 0.47
Avail Cap(c_a), veh/h 494 0 1227 1059 0 2453
17.3 0.0 0.0 0.0 0.0 16.4
HCMPlatoon Ratio
Upstream Filter(I)
1.00 1.00 1.67 1.67 1.00 1.00
1.00 0.00 0.95 0.95 0.00 0.53
Uniform Delay (d), s/veh 41.2 0.0 0.0 0.0 0.0 7.6
Incr Delay (d2), s/veh 6.2 0.0 0.5 2.5 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile Ba ckOfQ(50%),ve h/ln8.1 0.0 0.2 0.7 0.0 5.6
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 47.4 0.0 0.5 2.5 0.0 7.7
LnGrp LOS
Approa ch Vo l, veh/h
Approa ch De la y, s/veh 47.4
Approa ch LOS
D
291
A A
996
1.8 A
A A A
1159
7.7 D A
Timer - Assigned Phs
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
2 81.9
5.4 6
81.9 5.4
8 28.1
5.0 Max Green Setting (Gmax), s 41.6
Max Q Clear Time (g_c+I1), s 2.0
21.6 18.4
2.2 31.0
19.3 Green Ext Time (p_c), s 9.3 0.7
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
10.0 B
Note s
User approved pedestrian interval to be less than phase max green.
User approved volume balancing among the lanes for turning movement.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1758
Attachment 9
Long-Term 2050 + Project PM
12/12/2023
HCM Signalized Intersection Capacity Analysis
15: Silver Strand Blvd/Orange Ave & Avenida Del Sol
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Total Lost time (s)
La ne Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
80 80
0 0
30 30
0 0
0 0
5 5
10 10
817
817
20 20
0 0
1201
1201
90 90
1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
4.0 0.95
1.00 1.00
1.00 0.95
4.0 0.95
0.96 1.00
0.92 0.98
4.7 1.00
1.00 1.00
0.86 1.00
4.7 1.00
1.00 1.00
1.00 0.95
5.8 0.95
1.00 1.00
1.00 1.00
5.8 0.95
1.00 1.00
1.00 1.00
5.8 1.00
0.90 1.00
0.85 1.00
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Ad j. Flow (vph)
1665 1511
0.95 0.98
1665 1511
1596 1752 3489
1.00 0.95 1.00
1596 1752 3489
3505 1409
1.00 1.00
3505 1409
0.77 104
0 0.77
0 61
8 0.77
39 0
0 39
10 0.38
0 0.38
0 0.38
13 12
1 0.90
11 0
11 37
0.90 908
1 0.90
22 0
0 10
10 0.95
0 0.95
1264
0 0.95
95 RTOR Reduction (vph) 17
La ne Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bike s (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actua te d Green, G (s)
Effective Green, g (s)
Actua te d g/C Ratio
Clearance Time (s)
Ve hicle Extension (s)
La ne Grp Cap (vph)
v/s Ratio Prot
0 0
0 0
0 74 929 0 1264 78
37 10
Perm NA
4 Perm Prot
5 NA
2 NA Perm
6 4
13.3 13.3
0.12 4.0
8 12.6
12.6 0.11
4.7 6
13.3 13.3
0.12 4.0
1.8 1.8
0.02 4.7
86.9 86.9
0.79 5.8
80.4 80.4
80.4 0.73
5.8 80.4
0.73 5.8
3.0 3.0 3.0 3.0 3.0 3.0 3.0
201 182 182 28 2756 2561 1029
0.01 c0.27 c0.36
v/s Ratio Perm
v/c Ratio
c0.04
0.37 44.5
1.00 1.1
0.01 0.05
42.7 1.00
0.1 42.8
D
44.3 D
0.00 0.01
43.2 1.00
0.0 0.06
0.39 53.6
1.00 8.9
62.4 E
0.34 3.3
1.00 0.3
3.6 A
0.49 6.2
2.67 0.0
16.7 B
0.08 4.2
2.27 0.0
9.6 A
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approa ch Delay (s)
Approa ch LOS
45.6 D
43.2 D
43.2 D
4.3 A
16.2 B
Intersection Summary
HCM2000 Control Delay 13.4
0.48 110.0
66.4%
15 HCM2000 Level of Service B
HCM2000 Volume to Capacity ratio
Actua te d Cycle Le ngth (s)
Intersection Capacity Utilization
Ana lys is Period (min)
Sum of lost time (s)
ICU Level of Service
15.2 C
c Critical Lane Group
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1759
Attachment 9
Long-Term 2050 + Project PM
12/12/2023
HCM 6th Signalized Intersection Summary
16: Silver Strand Blvd & Avenida De Las Arenas
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 70
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 0.92
70 10
10 0
50 50
0 30
30 0
10 10
0 10
10 0
30 757
30 757
60 60
0 50 1261
50 1261
70 70
0 0 0 0 0 0
0.92 0.95 0.92 1.00 0.94 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 Approa ch No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
94 0 61 35 12 12 36 901 71 53 1341 74
0.82 0.82 0.82 0.85 0.85 0.85 0.84 0.84 0.84 0.94 0.94 0.94 3 600
3 0
3 3 3
65 3
56 3 3 3 3 3 3
282 191 46 2185 172 68 2293 126
Arrive On Green
Sat Flow, veh/h
0.19 0.00 0.19 0.19 0.19 0.19 0.05 1.00 1.00 0.04 0.68 0.68 2545 0 1453 788 336 287 1767 3292 259 1767 3391 187
Grp Volume(v), veh/h
Grp Sat Flow(s),veh/h/ln1273
94 0 61 59 0
0 0 36 482 490 53 696 719
0 1453 1411 0 1767 1763 1789 1767 1763 1815
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h 600
V/C Ra tio(X)
Avail Cap(c_a), veh/h 733
0.0 0.0 5.3 3.6 0.0 0.0 3.0 0.0 0.0 4.5 31.7 31.9
4.1 0.0 5.3 5.0 0.0 0.0 3.0 0.0 0.0 4.5 31.7 31.9
1.00 1.00 0.59
282 312
0.20 1.00 0.15 1.00 0.10
0 0 0 46 1170 1187 68 1192 1227
0.16 0.00 0.22 0.19 0.00 0.00 0.78 0.41 0.41 0.78 0.58 0.59 0 358 385 121 1170 1187 145 1192 1227 0 0
HCMPlatoon Ratio
Upstream Filter(I)
1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00
1.00 0.00 1.00 1.00 0.00 0.00 0.46 0.46 0.46 0.89 0.89 0.89 Uniform Delay (d), s/veh 50.4 0.0 50.9 50.6 0.0 0.0 70.7 0.0 0.0 71.5 13.0 13.0 Incr Delay (d2), s/veh 0.1 0.0 0.4 0.3 0.0 0.0 12.3 0.5 0.5 15.5 1.9 1.8 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 Ba ckOfQ(50%),ve h/ln1.5 0.0 2.0 1.9 0.0 0.0 1.5 0.2 0.2 2.3 12.0 12.5 Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 50.5 0.0 51.3 50.9 0.0 0.0 83.0 0.5 0.5 86.9 14.9 14.9 LnGrp LOS D A
155
50.8 D
D D A
59 50.9
D
A F A
1008
3.4 A F B
1468
17.5 B
B
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS A
Timer - Assigned Phs 1 2 4 5 6 8
34.2 5.1
36.9 7.0
Phs Duration (G+Y+Rc), 1s0.5 105.3
Change Period (Y+Rc), s* 4.7 5.8
Max Green Setting (Gma x*)1, 2s 85.2
Max Q Clear Time (g_c+I16).,5s 2.0
Green Ext Time (p_c), s 0.0 6.9
34.2 8.6 107.2
5.1 *4.7 5.8
36.9 *10 87.2
7.3 5.0 33.9
0.6 0.0 12.7 0.3
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
14.9 B
Note s
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1760
Attachment 9
Long-Term 2050 + Project PM
12/12/2023
HCM 6th Signalized Intersection Summary
17: Silver Strand Blvd & Rendova Rd
Move me nt WBL WBR NBT NBR SBL SBT
La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h)
Initial Q (Qb), veh
5 5
0 0
0 0
911
911
0 5
5 0
15 1531
15 1531
0 0
Ped-Bike Adj(A_pbT) 1.00 1.00
Parking Bus , Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approa ch No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856
Adj Flow Rate, veh/h 1780 3 1012 17 1780
0.89 0.89 0.90 0.90 0.86 0.86
0.97 1.00
6 Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
3 3 3 3 3 3
9999 9999 2729 1180 74 2988
Arrive On Green 0.08 0.08 1.00 1.00 0.08 1.00
Sat Flow, ve h1/8h81189565406432356264128 3618 1524 1767 3618 Grp Volume(v), veh/h 1780 3 1012 17 1780
Grp Sat Flow(s),veh/h/ln1767 1572 1763 1524 1767 1763
6 Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Ca p1(c5)0, 1v4e 8h1/h4639973228487680 2729 1180 V/C Ra tio(X)
0.0 0.0 0.0 0.0 1.3 0.0
0.0 0.0 0.0 0.0 1.3 0.0
1.00 1.00 1.00 1.00
74 2988
0.00 0.00 0.37 0.01 0.23 0.60
Ava il Ca p(c_a )4,3v8e9h4/h4122385453220570368 2729 1180 74 2988 HCMPlatoon Ratio
Upstream Filter(I)
1.00 1.00 2.00 2.00 2.00 2.00
1.00 1.00 0.93 0.93 0.82 0.82
Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 66.4 0.0
Incr Delay (d2), s/veh 0.0 0.0 0.4 0.0 5.8 0.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile Ba ckOfQ(50%),ve h/ln0.0 0.0 0.1 0.0 0.7 0.1
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh
LnGrp LOS
Approa ch Vo l, veh/h 1783
Approa ch De la y, s/veh 0.0
0.0 0.0 0.4 0.0 72.2 0.3
A A A
1018
0.4 A E A
1797
0.9 Approa ch LOS A A A
Timer - Assigned Phs 1 2 6
132.9
5.8 104.1
2.0 8
17.1 5.1
35.0 2.0
Phs Duration (G+Y+Rc), 1s1.0 121.9
Change Period (Y+Rc), s* 4.7 5.8
Max Green Setting (Gma*x6),. 3s 93.1
Max Q Clear Time (g_c+I13).,3s 2.0
Green Ext Time (p_c), s 0.0 8.4 24.9 10.0
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
0.4 A
Note s
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1761
Attachment 9
Long-Term 2050 + Project PM
12/12/2023
HCM 6th Signalized Intersection Summary
18: Silver Strand Blvd & Tarawa Rd
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h) 180
Future Volume (veh/h) 180
30 30
0 70
70 0
5 5
0 50
50 0
45 45
0 35 606
35 606
5 5
0 0 1536
0 1536
60 60
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.93 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 Approa ch No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
272 0 95 6 61 55 43 748 6 0 1634 64
0.74 0.74 0.74 0.82 0.82 0.82 0.81 0.81 0.81 0.94 0.94 0.94 3 320
3 0
3 137
3 3 3 3 3 3 3 3 3
14 143 124 55 2530 1093 1 2265 88
Arrive On Green
Sat Flow, veh/h
Grp Volume(v), veh/h 272
0.09 0.00 0.09 0.08 0.08 0.08 0.06 1.00 1.00 0.00 0.66 0.66 3534 0 1515 165 1682 1461 1767 3526 1522 1767 3456 135
95 67 55 43 748 830 868
0 1515 1847 0 1461 1767 1763 1522 1767 1763 1828
0 0 6 0
Grp Sat Flow(s),veh/h/ln1767
Q Serve(g_s), s 11.4 0.0 9.1 5.2 0.0 5.4 3.6 0.0 0.0 0.0 46.0 46.7 Cycle Q Clear(g_c), s 11.4 0.0 9.1 5.2 0.0 5.4 3.6 0.0 0.0 0.0 46.0 46.7 Prop In La ne
La ne Grp Cap(c), veh/h 320
V/C Ra tio(X)
Avail Cap(c_a), veh/h 351
1.00 1.00 0.09
137 157
1.00 1.00
124 55 2530 1093
1.00 1.00 0.07
0 0 1 1155 1198
0.85 0.00 0.69 0.43 0.00 0.44 0.78 0.30 0.01 0.00 0.72 0.72 0 150 408 322 65 2530 1093 59 1155 1198 0
HCMPlatoon Ratio
Upstream Filter(I)
1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00
1.00 0.00 1.00 1.00 0.00 1.00 0.97 0.97 0.97 0.00 0.79 0.79 Uniform Delay (d), s/veh 67.2 0.0 66.2 65.2 0.0 65.3 69.8 0.0 0.0 0.0 16.8 17.0 Incr Delay (d2), s/veh 16.4 0.0 11.5 1.8 0.0 2.5 38.7 0.3 0.0 0.0 3.1 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 Ba ckOfQ(50%),ve h/ln5.9 0.0 4.0 2.5 0.0 2.1 2.2 0.1 0.0 0.0 18.0 18.9 Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 83.6 0.0 77.6 67.0 0.0 67.7 108.5 0.3 0.0 0.0 19.9 20.0 LnGrp LOS F A
367
82.1 F
E E A
122
67.3 E
E F A
797
6.1 A
A A B
1698
20.0 B
C
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
Timer - Assigned Phs 1 2 4 5 6 8
17.8 5.1
33.1 7.4
Phs Duration (G+Y+Rc), s0.0 113.5
Change Period (Y+Rc), s* 4.7 5.8
Max Green Setting (Gmax)*, 5s 76.3
Max Q Clear Time (g_c+I10).,0s 2.0
Green Ext Time (p_c), s 0.0 5.5
18.7 9.4 104.1
5.1 *4.7 5.8
14.9 *5.5 75.8
13.4 5.6 48.7
0.2 0.0 14.0 0.5
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
25.8 C
Note s
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1762
Attachment 9
Long-Term 2050 + Project PM
12/12/2023
HCM Signalized Intersection Capacity Analysis
19: Silver Strand Blvd & Tulagi Rd
Move me nt WBL WBR NBT NBR SBL SBT
La ne Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Total Lost time (s)
La ne Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Ad j. Flow (vph)
RTOR Reduction (vph)
La ne Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bike s (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actua te d Green, G (s)
Effective Green, g (s)
Actua te d g/C Ratio
Clearance Time (s)
Ve hicle Extension (s)
La ne Grp Cap (vph)
v/s Ratio Prot
143
143
0 0
636
636
21 21
0 0
1586
1586
1900 1900 1900 1900 1900 1900
5.1 1.00
1.00 1.00
1.00 0.95
1752
0.95 1752
0.77 186
5.8 0.95
1.00 1.00
1.00 1.00
3505 1501
1.00 1.00
3505 1501
5.8 1.00
0.96 1.00
0.85 1.00
5.8 0.95
1.00 1.00
1.00 1.00
3505
1.00 3505
0.91 1743
0 0.77
0 0.92
691
0 0.92
23 7
16 10
10 0.91
0 0
186
0 0
0 691 0 1743
10 Perm NA Perm
2 NA
6 8
12.6 12.6
0.17 5.1
3.0 294
2 51.5 51.5
51.5 0.69
5.8 51.5
51.5 0.69
5.8 3.0
2406
c0.50
51.5 0.69
5.8 3.0 3.0
2406 1030
0.20 v/s Ratio Perm
v/c Ratio
c0.11
0.63 29.0
1.00 4.4
33.4 C
33.4 C
0.01 0.29
4.6 1.00
0.3 4.9
A
0.02 3.7
1.00 0.0
3.7 A
0.72 7.3
1.63 1.2
13.1 B
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approa ch Delay (s)
Approa ch LOS
4.9 A
13.1 B
Intersection Summary
HCM2000 Control Delay 12.3
0.71 75.0
60.8%
15 HCM2000 Level of Service B
HCM2000 Volume to Capacity ratio
Actua te d Cycle Le ngth (s)
Intersection Capacity Utilization
Ana lys is Period (min)
Sum of lost time (s)
ICU Level of Service
10.9 B
c Critical Lane Group
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1763
Attachment 9
Long-Term 2050 + Project PM
12/12/2023
HCM 6th Signalized Intersection Summary
20: Silver Strand Blvd & Leyte Rd
Move me nt WBL WBR NBT NBR SBL SBT
La ne Configurations
Traffic Volume (veh/h) 40 70 497
70 497
30 140 1289
Future Volume (veh/h) 40 30 140 1289
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 1.00 1.00
Parking Bus , Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approa ch No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856
0 0 0 0 0 0
0.94 1.00
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
52 91 534 32 159 1465
0.77 0.77 0.93 0.93 0.88 0.88
3 3 3 3 3 3
159 142 1240 521 285 2187
0.09 0.09 0.35 0.35 0.16 0.62
1767 1572 3618 1483 1767 3618
Grp Volume(v), veh/h 52 91 534 32 159 1465
Grp Sat Flow(s),veh/h/ln1767 1572 1763 1483 1767 1763
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
1.3 2.7 5.6 0.7 4.0 13.0
1.3 2.7 5.6 0.7 4.0 13.0
1.00 1.00 1.00 1.00
La ne Grp Cap(c), veh/h 159 142 1240 521 285 2187
V/C Ra tio(X) 0.33 0.64 0.43 0.06 0.56 0.67
Avail Cap(c_a), veh/h 987 878 2260 951 285 3478
HCMPlatoon Ratio
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 20.6 21.2 12.0 10.4 18.7 6.0
Incr Delay (d2), s/veh 1.2 4.8 0.2 0.0 7.7 0.4
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile Ba ckOfQ(50%),ve h/ln0.6 1.1 1.7 0.2 1.9 2.0
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh 21.8 26.1 12.2 10.4 26.4 6.3
LnGrp LOS
Approa ch Vo l, veh/h
Approa ch De la y, s/veh 24.5
Approa ch LOS
C
143
C B
566
12.1 B
B C A
1624
8.3 C A
Timer - Assigned Phs 1 2 6
38.4 *8.4
*48
15.0 13.1
8 10.0
5.6 27.0
4.7 Phs Duration (G+Y+Rc), 1s3.0 25.4
Change Period (Y+Rc), s* 5.2 *8.4
Max Green Setting (Gma*x7),. 8s *31
Max Q Clear Time (g_c+I16).,0s 7.6
Green Ext Time (p_c), s 0.1 3.4 0.4
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS
10.2 B
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
Coronado Housing Element
3-23-3827
Synchro 11 Report
City of Coronado Page 1764
Attachment 9
City of Coronado Page 1765
Attachment 9
Appendix E. Assembly Bill 52 Tribal Consultation
City of Coronado Page 1766
Attachment 9
This page intentionally left blank.
City of Coronado Page 1767
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
December 4, 2023
Ralph Goff
Campo Band of Diegueño Mission Indians
3 6190 Church Road, Suite 1
Campo, CA 91906
Re: Notification of the Proposed City of Coronado Housing Element Update Project
Pursuant to California Assembly Bill 52.
Dear Mr. Goff:
In response to the 6th Cycle Regional Housing Needs Allocation (RHNA) for the 2021-2029 planning period, the City of Coronado (City) has initiated a process to update its Housing Element, one of the required elements of the City’s General Plan. The proposed 2021-2029 Housing Element Update constitutes a “Project” pursuant to the California Environmental Quality Act (CEQA) and, therefore, the City is preparing an Environmental Assessment. Additionally, the project requires updates to the City’s General Plan Housing and Land Use Elements, Municipal Code, Orange Avenue Corridor Specific Plan, and Local Coastal Program which also requires certification from the California Coastal Commission.
As a Native American tribe that has requested notification pursuant to California Assembly Bill (AB) 52 and Senate Bill (SB) 18, the City invites your participation and consultation regarding any concerns related to tribal cultural resources (as defined in Public Resources Code § 21074). A summary of the proposed Housing Element Update is provided on the following pages.
Your input is important to the City’s planning process. If you would like to consult on this project, please notify the City in writing 30 days from receipt of this letter. Please also provide the appropriate contact who will represent the tribe in consultation, if requested. If you require any additional information or have any questions, please contact me at (619) 522-2415 or via email at [email protected].
Sincerely,
Jesse Brown
Principal Planner
City of Coronado Page 1768
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Background
Since 1969, California has required that all local governments (i.e., cities and counties) adequately plan to meet the housing needs of everyone in the community. One of the required elements of a General Plan is the Housing Element. California State law requires that communities prepare and update the Housing Element every 8 years. The Housing Element serves as the City’s guide for addressing the housing needs of all segments of the City’s population. Housing needs are determined by the California Department of Housing and Community Development (HCD), which develops the numerical housing targets for each of the regional council of governments across the State. Each of the regional council of governments then further allocates the housing target – known as the Regional Housing Needs Allocation or RHNA – to every city and county within its jurisdiction. The RHNA is a “target” in that cities and counties are not required to build this number of housing units, but rather they must plan for them and show that there is capacity to accommodate them under current land use and development standards.
6th Cycle Housing Element Update Components
Per State requirements, the City’s proposed 2021-2029 Housing Element Update includes the following components:
•
•
•
•
A detailed analysis of the City’s demographic, economic, and housing characteristics.
An analysis of the barriers to producing and preserving housing.
A review of the City’s progress in implementing current housing policies and programs.
An identification of goals, objectives, and policies, in addition to a full list of programs that will implement the vision of the plan.
• A list of sites (i.e., Opportunity Sites) that could accommodate new housing, demonstrating the City’s ability to meet the numerical housing target established in the RHNA.
The proposed 6th Cycle Housing Element must be certified by the HCD.
Regional Housing Needs Allocation
The San Diego Association of Governments (SANDAG) is responsible for oversight of the RHNA process for the San Diego region, including the City. Per the RHNA for the 2021-2029 planning period, the City has been allocated 912 units to accommodate the estimated growth need at various income levels. The significant increase in the City’s RHNA housing number, more than 18 times the last cycle, is indicative of the severity of the current housing crisis. As required by California State law, the Housing Element must identify the City’s ability to accommodate this estimated growth through available sites and appropriate zoning.
Units by Income Level
Lower
481
Moderate Above Moderate Total
RHNA 159 272 912
City of Coronado Page 1769
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Available Sites and Capacity Assessment
The proposed 2021-2029 Housing Element must demonstrate the City’s ability to accommodate the RHNA either through production or the availability of properly zoned land that can accommodate additional growth. If adequate sites cannot be identified within the existing zoning, the City is required to rezone sites that can accommodate the remaining need at a minimum density of 20 dwelling units per acre, which is the default density set by HCD. The City is not required to build residential units to meet its RHNA, only to identify potential sites and create the framework to allow the market the opportunity to develop these units. The proposed 2021-2029 Housing Element Update will explore opportunities to accommodate the RHNA through current production, entitled units, and the availability of properly zoned land that can accommodate additional growth. The proposed 2021-2029 Housing Element Update identifies and addresses potential and actual governmental and non-governmental constraints on the development of housing for all income levels.
AB 52 and SB 18 Consultation
The City will undertake consultation with California Native American tribes concerning this Project, in fulfillment of the requirements of AB 52 and SB 18 as implemented in the California Government Code and Public Resources Code. This letter invites consultation under AB 52 and SB 18, and addressees have 30 days from the date of receipt to initiate consultation.
AB 52 and Public Resources Code §21080.3.1 establish a formal consultation process for California Native American tribes regarding tribal cultural resources. Tribal cultural resources are defined as “sites, features, places, cultural landscapes, sacred places, and objects with cultural value to a California Native American tribe.” The consultation process must be completed before a CEQA document can be certified. AB 52 requires that lead agencies “begin consultation with a California Native American tribe that is traditionally and culturally affiliated with the geographic area of the proposed project.” California Native American tribes to be included in the process are those that have requested notice of projects proposed within the jurisdiction of the Lead Agency (i.e., the City). California Government Code §65352.3, adopted pursuant to the requirements of SB 18, requires local governments to contact, refer plans to, and consult with California Native American tribes prior to making a decision to adopt or amend a general or specific plan, or to designate open space that includes Native American Cultural Places.
Within 30 days of receiving the tribe’s request for consultation, the City will begin the consultation process. This may include a discussion regarding the scope of environmental review necessary for the proposed Project, the significance of tribal cultural resources in the Project area, the significance of potential impacts on tribal cultural resources that might result from the Project, and, if necessary, alternatives or appropriate measures for preservation or mitigation that the tribe may recommend. The consultation does not limit the ability of the tribe to submit information to the City regarding the significance of a tribal cultural resource, the significance of potential impacts on a tribal cultural resource, or about any measures the tribe feels are appropriate to mitigate City of Coronado Page 1770
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
impacts. Transmitting confidential information, such as the specific location of a tribal cultural resource, is not recommended. In such instances, please notify the City via formal letter, in person, or over the phone. If you wish to informally submit information, written comments may be sent to:
Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
City of Coronado Page 1771
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
December 4, 2023
Erica Pinto
Jamul Indian Village
P.O. Box 612
Jamul, CA 91935
Re: Notification of the Proposed City of Coronado Housing Element Update Project
Pursuant to California Assembly Bill 52.
Dear Mr. Goff:
In response to the 6th Cycle Regional Housing Needs Allocation (RHNA) for the 2021-2029 planning period, the City of Coronado (City) has initiated a process to update its Housing Element, one of the required elements of the City’s General Plan. The proposed 2021-2029 Housing Element Update constitutes a “Project” pursuant to the California Environmental Quality Act (CEQA) and, therefore, the City is preparing an Environmental Assessment. Additionally, the project requires updates to the City’s General Plan Housing and Land Use Elements, Municipal Code, Orange Avenue Corridor Specific Plan, and Local Coastal Program which also requires certification from the California Coastal Commission.
As a Native American tribe that has requested notification pursuant to California Assembly Bill (AB) 52 and Senate Bill (SB) 18, the City invites your participation and consultation regarding any concerns related to tribal cultural resources (as defined in Public Resources Code § 21074). A summary of the proposed Housing Element Update is provided on the following pages.
Your input is important to the City’s planning process. If you would like to consult on this project, please notify the City in writing 30 days from receipt of this letter. Please also provide the appropriate contact who will represent the tribe in consultation, if requested. If you require any additional information or have any questions, please contact me at (619) 522-2415 or via email at [email protected].
Sincerely,
Jes e Br wn
Principal Planner
City of Coronado Page 1772
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Background
Since 1969, California has required that all local governments (i.e., cities and counties) adequately plan to meet the housing needs of everyone in the community. One of the required elements of a General Plan is the Housing Element. California State law requires that communities prepare and update the Housing Element every 8 years. The Housing Element serves as the City’s guide for addressing the housing needs of all segments of the City’s population. Housing needs are determined by the California Department of Housing and Community Development (HCD), which develops the numerical housing targets for each of the regional council of governments across the State. Each of the regional council of governments then further allocates the housing target – known as the Regional Housing Needs Allocation or RHNA – to every city and county within its jurisdiction. The RHNA is a “target” in that cities and counties are not required to build this number of housing units, but rather they must plan for them and show that there is capacity to accommodate them under current land use and development standards.
6th Cycle Housing Element Update Components
Per State requirements, the City’s proposed 2021-2029 Housing Element Update includes the following components:
•
•
•
•
A detailed analysis of the City’s demographic, economic, and housing characteristics.
An analysis of the barriers to producing and preserving housing.
A review of the City’s progress in implementing current housing policies and programs.
An identification of goals, objectives, and policies, in addition to a full list of programs that will implement the vision of the plan.
• A list of sites (i.e., Opportunity Sites) that could accommodate new housing, demonstrating the City’s ability to meet the numerical housing target established in the RHNA.
The proposed 6th Cycle Housing Element must be certified by the HCD.
Regional Housing Needs Allocation
The San Diego Association of Governments (SANDAG) is responsible for oversight of the RHNA process for the San Diego region, including the City. Per the RHNA for the 2021-2029 planning period, the City has been allocated 912 units to accommodate the estimated growth need at various income levels. The significant increase in the City’s RHNA housing number, more than 18 times the last cycle, is indicative of the severity of the current housing crisis. As required by California State law, the Housing Element must identify the City’s ability to accommodate this estimated growth through available sites and appropriate zoning.
Units by Income Level
Lower
481
Moderate Above Moderate Total
RHNA 159 272 912
City of Coronado Page 1773
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Available Sites and Capacity Assessment
The proposed 2021-2029 Housing Element must demonstrate the City’s ability to accommodate the RHNA either through production or the availability of properly zoned land that can accommodate additional growth. If adequate sites cannot be identified within the existing zoning, the City is required to rezone sites that can accommodate the remaining need at a minimum density of 20 dwelling units per acre, which is the default density set by HCD. The City is not required to build residential units to meet its RHNA, only to identify potential sites and create the framework to allow the market the opportunity to develop these units. The proposed 2021-2029 Housing Element Update will explore opportunities to accommodate the RHNA through current production, entitled units, and the availability of properly zoned land that can accommodate additional growth. The proposed 2021-2029 Housing Element Update identifies and addresses potential and actual governmental and non-governmental constraints on the development of housing for all income levels.
AB 52 and SB 18 Consultation
The City will undertake consultation with California Native American tribes concerning this Project, in fulfillment of the requirements of AB 52 and SB 18 as implemented in the California Government Code and Public Resources Code. This letter invites consultation under AB 52 and SB 18, and addressees have 30 days from the date of receipt to initiate consultation.
AB 52 and Public Resources Code §21080.3.1 establish a formal consultation process for California Native American tribes regarding tribal cultural resources. Tribal cultural resources are defined as “sites, features, places, cultural landscapes, sacred places, and objects with cultural value to a California Native American tribe.” The consultation process must be completed before a CEQA document can be certified. AB 52 requires that lead agencies “begin consultation with a California Native American tribe that is traditionally and culturally affiliated with the geographic area of the proposed project.” California Native American tribes to be included in the process are those that have requested notice of projects proposed within the jurisdiction of the Lead Agency (i.e., the City). California Government Code §65352.3, adopted pursuant to the requirements of SB 18, requires local governments to contact, refer plans to, and consult with California Native American tribes prior to making a decision to adopt or amend a general or specific plan, or to designate open space that includes Native American Cultural Places.
Within 30 days of receiving the tribe’s request for consultation, the City will begin the consultation process. This may include a discussion regarding the scope of environmental review necessary for the proposed Project, the significance of tribal cultural resources in the Project area, the significance of potential impacts on tribal cultural resources that might result from the Project, and, if necessary, alternatives or appropriate measures for preservation or mitigation that the tribe may recommend. The consultation does not limit the ability of the tribe to submit information to the City regarding the significance of a tribal cultural resource, the significance of potential impacts on a tribal cultural resource, or about any measures the tribe feels are appropriate to mitigate City of Coronado Page 1774
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
impacts. Transmitting confidential information, such as the specific location of a tribal cultural resource, is not recommended. In such instances, please notify the City via formal letter, in person, or over the phone. If you wish to informally submit information, written comments may be sent to:
Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
City of Coronado Page 1775
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
December 4, 2023
Robert Pinto, Sr.
Ewiiaapaayp Band of Kumeyaay Indians
4054 Willows Road
Alpine, CA 91901
Re: Notification of the Proposed City of Coronado Housing Element Update Project
Pursuant to California Assembly Bill 52.
Dear Mr. Goff:
In response to the 6th Cycle Regional Housing Needs Allocation (RHNA) for the 2021-2029 planning period, the City of Coronado (City) has initiated a process to update its Housing Element, one of the required elements of the City’s General Plan. The proposed 2021-2029 Housing Element Update constitutes a “Project” pursuant to the California Environmental Quality Act (CEQA) and, therefore, the City is preparing an Environmental Assessment. Additionally, the project requires updates to the City’s General Plan Housing and Land Use Elements, Municipal Code, Orange Avenue Corridor Specific Plan, and Local Coastal Program which also requires certification from the California Coastal Commission.
As a Native American tribe that has requested notification pursuant to California Assembly Bill (AB) 52 and Senate Bill (SB) 18, the City invites your participation and consultation regarding any concerns related to tribal cultural resources (as defined in Public Resources Code § 21074). A summary of the proposed Housing Element Update is provided on the following pages.
Your input is important to the City’s planning process. If you would like to consult on this project, please notify the City in writing 30 days from receipt of this letter. Please also provide the appropriate contact who will represent the tribe in consultation, if requested. If you require any additional information or have any questions, please contact me at (619) 522-2415 or via email at [email protected].
Sincerely,
Principal Planner
City of Coronado Page 1776
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Background
Since 1969, California has required that all local governments (i.e., cities and counties) adequately plan to meet the housing needs of everyone in the community. One of the required elements of a General Plan is the Housing Element. California State law requires that communities prepare and update the Housing Element every 8 years. The Housing Element serves as the City’s guide for addressing the housing needs of all segments of the City’s population. Housing needs are determined by the California Department of Housing and Community Development (HCD), which develops the numerical housing targets for each of the regional council of governments across the State. Each of the regional council of governments then further allocates the housing target – known as the Regional Housing Needs Allocation or RHNA – to every city and county within its jurisdiction. The RHNA is a “target” in that cities and counties are not required to build this number of housing units, but rather they must plan for them and show that there is capacity to accommodate them under current land use and development standards.
6th Cycle Housing Element Update Components
Per State requirements, the City’s proposed 2021-2029 Housing Element Update includes the following components:
•
•
•
•
A detailed analysis of the City’s demographic, economic, and housing characteristics.
An analysis of the barriers to producing and preserving housing.
A review of the City’s progress in implementing current housing policies and programs.
An identification of goals, objectives, and policies, in addition to a full list of programs that will implement the vision of the plan.
• A list of sites (i.e., Opportunity Sites) that could accommodate new housing, demonstrating the City’s ability to meet the numerical housing target established in the RHNA.
The proposed 6th Cycle Housing Element must be certified by the HCD.
Regional Housing Needs Allocation
The San Diego Association of Governments (SANDAG) is responsible for oversight of the RHNA process for the San Diego region, including the City. Per the RHNA for the 2021-2029 planning period, the City has been allocated 912 units to accommodate the estimated growth need at various income levels. The significant increase in the City’s RHNA housing number, more than 18 times the last cycle, is indicative of the severity of the current housing crisis. As required by California State law, the Housing Element must identify the City’s ability to accommodate this estimated growth through available sites and appropriate zoning.
Units by Income Level
Lower
481
Moderate Above Moderate Total
RHNA 159 272 912
City of Coronado Page 1777
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Available Sites and Capacity Assessment
The proposed 2021-2029 Housing Element must demonstrate the City’s ability to accommodate the RHNA either through production or the availability of properly zoned land that can accommodate additional growth. If adequate sites cannot be identified within the existing zoning, the City is required to rezone sites that can accommodate the remaining need at a minimum density of 20 dwelling units per acre, which is the default density set by HCD. The City is not required to build residential units to meet its RHNA, only to identify potential sites and create the framework to allow the market the opportunity to develop these units. The proposed 2021-2029 Housing Element Update will explore opportunities to accommodate the RHNA through current production, entitled units, and the availability of properly zoned land that can accommodate additional growth. The proposed 2021-2029 Housing Element Update identifies and addresses potential and actual governmental and non-governmental constraints on the development of housing for all income levels.
AB 52 and SB 18 Consultation
The City will undertake consultation with California Native American tribes concerning this Project, in fulfillment of the requirements of AB 52 and SB 18 as implemented in the California Government Code and Public Resources Code. This letter invites consultation under AB 52 and SB 18, and addressees have 30 days from the date of receipt to initiate consultation.
AB 52 and Public Resources Code §21080.3.1 establish a formal consultation process for California Native American tribes regarding tribal cultural resources. Tribal cultural resources are defined as “sites, features, places, cultural landscapes, sacred places, and objects with cultural value to a California Native American tribe.” The consultation process must be completed before a CEQA document can be certified. AB 52 requires that lead agencies “begin consultation with a California Native American tribe that is traditionally and culturally affiliated with the geographic area of the proposed project.” California Native American tribes to be included in the process are those that have requested notice of projects proposed within the jurisdiction of the Lead Agency (i.e., the City). California Government Code §65352.3, adopted pursuant to the requirements of SB 18, requires local governments to contact, refer plans to, and consult with California Native American tribes prior to making a decision to adopt or amend a general or specific plan, or to designate open space that includes Native American Cultural Places.
Within 30 days of receiving the tribe’s request for consultation, the City will begin the consultation process. This may include a discussion regarding the scope of environmental review necessary for the proposed Project, the significance of tribal cultural resources in the Project area, the significance of potential impacts on tribal cultural resources that might result from the Project, and, if necessary, alternatives or appropriate measures for preservation or mitigation that the tribe may recommend. The consultation does not limit the ability of the tribe to submit information to the City regarding the significance of a tribal cultural resource, the significance of potential impacts on a tribal cultural resource, or about any measures the tribe feels are appropriate to mitigate City of Coronado Page 1778
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
impacts. Transmitting confidential information, such as the specific location of a tribal cultural resource, is not recommended. In such instances, please notify the City via formal letter, in person, or over the phone. If you wish to informally submit information, written comments may be sent to:
Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
City of Coronado Page 1779
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
December 4, 2023
Lisa Cumper
Jamul Indian Village
P.O. Box 612
Jamul, CA 91935
Re: Notification of the Proposed City of Coronado Housing Element Update Project
Pursuant to California Assembly Bill 52.
Dear Mr. Goff:
In response to the 6th Cycle Regional Housing Needs Allocation (RHNA) for the 2021-2029 planning period, the City of Coronado (City) has initiated a process to update its Housing Element, one of the required elements of the City’s General Plan. The proposed 2021-2029 Housing Element Update constitutes a “Project” pursuant to the California Environmental Quality Act (CEQA) and, therefore, the City is preparing an Environmental Assessment. Additionally, the project requires updates to the City’s General Plan Housing and Land Use Elements, Municipal Code, Orange Avenue Corridor Specific Plan, and Local Coastal Program which also requires certification from the California Coastal Commission.
As a Native American tribe that has requested notification pursuant to California Assembly Bill (AB) 52 and Senate Bill (SB) 18, the City invites your participation and consultation regarding any concerns related to tribal cultural resources (as defined in Public Resources Code § 21074). A summary of the proposed Housing Element Update is provided on the following pages.
Your input is important to the City’s planning process. If you would like to consult on this project, please notify the City in writing 30 days from receipt of this letter. Please also provide the appropriate contact who will represent the tribe in consultation, if requested. If you require any additional information or have any questions, please contact me at (619) 522-2415 or via email at [email protected].
Sincerely,
Principal Planner
City of Coronado Page 1780
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Background
Since 1969, California has required that all local governments (i.e., cities and counties) adequately plan to meet the housing needs of everyone in the community. One of the required elements of a General Plan is the Housing Element. California State law requires that communities prepare and update the Housing Element every 8 years. The Housing Element serves as the City’s guide for addressing the housing needs of all segments of the City’s population. Housing needs are determined by the California Department of Housing and Community Development (HCD), which develops the numerical housing targets for each of the regional council of governments across the State. Each of the regional council of governments then further allocates the housing target – known as the Regional Housing Needs Allocation or RHNA – to every city and county within its jurisdiction. The RHNA is a “target” in that cities and counties are not required to build this number of housing units, but rather they must plan for them and show that there is capacity to accommodate them under current land use and development standards.
6th Cycle Housing Element Update Components
Per State requirements, the City’s proposed 2021-2029 Housing Element Update includes the following components:
•
•
•
•
A detailed analysis of the City’s demographic, economic, and housing characteristics.
An analysis of the barriers to producing and preserving housing.
A review of the City’s progress in implementing current housing policies and programs.
An identification of goals, objectives, and policies, in addition to a full list of programs that will implement the vision of the plan.
• A list of sites (i.e., Opportunity Sites) that could accommodate new housing, demonstrating the City’s ability to meet the numerical housing target established in the RHNA.
The proposed 6th Cycle Housing Element must be certified by the HCD.
Regional Housing Needs Allocation
The San Diego Association of Governments (SANDAG) is responsible for oversight of the RHNA process for the San Diego region, including the City. Per the RHNA for the 2021-2029 planning period, the City has been allocated 912 units to accommodate the estimated growth need at various income levels. The significant increase in the City’s RHNA housing number, more than 18 times the last cycle, is indicative of the severity of the current housing crisis. As required by California State law, the Housing Element must identify the City’s ability to accommodate this estimated growth through available sites and appropriate zoning.
Units by Income Level
Lower
481
Moderate Above Moderate Total
RHNA 159 272 912
City of Coronado Page 1781
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Available Sites and Capacity Assessment
The proposed 2021-2029 Housing Element must demonstrate the City’s ability to accommodate the RHNA either through production or the availability of properly zoned land that can accommodate additional growth. If adequate sites cannot be identified within the existing zoning, the City is required to rezone sites that can accommodate the remaining need at a minimum density of 20 dwelling units per acre, which is the default density set by HCD. The City is not required to build residential units to meet its RHNA, only to identify potential sites and create the framework to allow the market the opportunity to develop these units. The proposed 2021-2029 Housing Element Update will explore opportunities to accommodate the RHNA through current production, entitled units, and the availability of properly zoned land that can accommodate additional growth. The proposed 2021-2029 Housing Element Update identifies and addresses potential and actual governmental and non-governmental constraints on the development of housing for all income levels.
AB 52 and SB 18 Consultation
The City will undertake consultation with California Native American tribes concerning this Project, in fulfillment of the requirements of AB 52 and SB 18 as implemented in the California Government Code and Public Resources Code. This letter invites consultation under AB 52 and SB 18, and addressees have 30 days from the date of receipt to initiate consultation.
AB 52 and Public Resources Code §21080.3.1 establish a formal consultation process for California Native American tribes regarding tribal cultural resources. Tribal cultural resources are defined as “sites, features, places, cultural landscapes, sacred places, and objects with cultural value to a California Native American tribe.” The consultation process must be completed before a CEQA document can be certified. AB 52 requires that lead agencies “begin consultation with a California Native American tribe that is traditionally and culturally affiliated with the geographic area of the proposed project.” California Native American tribes to be included in the process are those that have requested notice of projects proposed within the jurisdiction of the Lead Agency (i.e., the City). California Government Code §65352.3, adopted pursuant to the requirements of SB 18, requires local governments to contact, refer plans to, and consult with California Native American tribes prior to making a decision to adopt or amend a general or specific plan, or to designate open space that includes Native American Cultural Places.
Within 30 days of receiving the tribe’s request for consultation, the City will begin the consultation process. This may include a discussion regarding the scope of environmental review necessary for the proposed Project, the significance of tribal cultural resources in the Project area, the significance of potential impacts on tribal cultural resources that might result from the Project, and, if necessary, alternatives or appropriate measures for preservation or mitigation that the tribe may recommend. The consultation does not limit the ability of the tribe to submit information to the City regarding the significance of a tribal cultural resource, the significance of potential impacts on a tribal cultural resource, or about any measures the tribe feels are appropriate to mitigate City of Coronado Page 1782
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
impacts. Transmitting confidential information, such as the specific location of a tribal cultural resource, is not recommended. In such instances, please notify the City via formal letter, in person, or over the phone. If you wish to informally submit information, written comments may be sent to:
Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
City of Coronado Page 1783
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
December 4, 2023
Michael Garcia
Ewiiaapaayp Band of Kumeyaay Indians
4054 Willows Road
Alpine, CA 91901
Re: Notification of the Proposed City of Coronado Housing Element Update Project
Pursuant to California Assembly Bill 52.
Dear Mr. Goff:
In response to the 6th Cycle Regional Housing Needs Allocation (RHNA) for the 2021-2029 planning period, the City of Coronado (City) has initiated a process to update its Housing Element, one of the required elements of the City’s General Plan. The proposed 2021-2029 Housing Element Update constitutes a “Project” pursuant to the California Environmental Quality Act (CEQA) and, therefore, the City is preparing an Environmental Assessment. Additionally, the project requires updates to the City’s General Plan Housing and Land Use Elements, Municipal Code, Orange Avenue Corridor Specific Plan, and Local Coastal Program which also requires certification from the California Coastal Commission.
As a Native American tribe that has requested notification pursuant to California Assembly Bill (AB) 52 and Senate Bill (SB) 18, the City invites your participation and consultation regarding any concerns related to tribal cultural resources (as defined in Public Resources Code § 21074). A summary of the proposed Housing Element Update is provided on the following pages.
Your input is important to the City’s planning process. If you would like to consult on this project, please notify the City in writing 30 days from receipt of this letter. Please also provide the appropriate contact who will represent the tribe in consultation, if requested. If you require any additional information or have any questions, please contact me at (619) 522-2415 or via email at [email protected].
Sincerely,
Jesse Brown
Principal Planner
City of Coronado Page 1784
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Background
Since 1969, California has required that all local governments (i.e., cities and counties) adequately plan to meet the housing needs of everyone in the community. One of the required elements of a General Plan is the Housing Element. California State law requires that communities prepare and update the Housing Element every 8 years. The Housing Element serves as the City’s guide for addressing the housing needs of all segments of the City’s population. Housing needs are determined by the California Department of Housing and Community Development (HCD), which develops the numerical housing targets for each of the regional council of governments across the State. Each of the regional council of governments then further allocates the housing target – known as the Regional Housing Needs Allocation or RHNA – to every city and county within its jurisdiction. The RHNA is a “target” in that cities and counties are not required to build this number of housing units, but rather they must plan for them and show that there is capacity to accommodate them under current land use and development standards.
6th Cycle Housing Element Update Components
Per State requirements, the City’s proposed 2021-2029 Housing Element Update includes the following components:
•
•
•
•
A detailed analysis of the City’s demographic, economic, and housing characteristics.
An analysis of the barriers to producing and preserving housing.
A review of the City’s progress in implementing current housing policies and programs.
An identification of goals, objectives, and policies, in addition to a full list of programs that will implement the vision of the plan.
• A list of sites (i.e., Opportunity Sites) that could accommodate new housing, demonstrating the City’s ability to meet the numerical housing target established in the RHNA.
The proposed 6th Cycle Housing Element must be certified by the HCD.
Regional Housing Needs Allocation
The San Diego Association of Governments (SANDAG) is responsible for oversight of the RHNA process for the San Diego region, including the City. Per the RHNA for the 2021-2029 planning period, the City has been allocated 912 units to accommodate the estimated growth need at various income levels. The significant increase in the City’s RHNA housing number, more than 18 times the last cycle, is indicative of the severity of the current housing crisis. As required by California State law, the Housing Element must identify the City’s ability to accommodate this estimated growth through available sites and appropriate zoning.
Units by Income Level
Lower
481
Moderate Above Moderate Total
RHNA 159 272 912
City of Coronado Page 1785
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Available Sites and Capacity Assessment
The proposed 2021-2029 Housing Element must demonstrate the City’s ability to accommodate the RHNA either through production or the availability of properly zoned land that can accommodate additional growth. If adequate sites cannot be identified within the existing zoning, the City is required to rezone sites that can accommodate the remaining need at a minimum density of 20 dwelling units per acre, which is the default density set by HCD. The City is not required to build residential units to meet its RHNA, only to identify potential sites and create the framework to allow the market the opportunity to develop these units. The proposed 2021-2029 Housing Element Update will explore opportunities to accommodate the RHNA through current production, entitled units, and the availability of properly zoned land that can accommodate additional growth. The proposed 2021-2029 Housing Element Update identifies and addresses potential and actual governmental and non-governmental constraints on the development of housing for all income levels.
AB 52 and SB 18 Consultation
The City will undertake consultation with California Native American tribes concerning this Project, in fulfillment of the requirements of AB 52 and SB 18 as implemented in the California Government Code and Public Resources Code. This letter invites consultation under AB 52 and SB 18, and addressees have 30 days from the date of receipt to initiate consultation.
AB 52 and Public Resources Code §21080.3.1 establish a formal consultation process for California Native American tribes regarding tribal cultural resources. Tribal cultural resources are defined as “sites, features, places, cultural landscapes, sacred places, and objects with cultural value to a California Native American tribe.” The consultation process must be completed before a CEQA document can be certified. AB 52 requires that lead agencies “begin consultation with a California Native American tribe that is traditionally and culturally affiliated with the geographic area of the proposed project.” California Native American tribes to be included in the process are those that have requested notice of projects proposed within the jurisdiction of the Lead Agency (i.e., the City). California Government Code §65352.3, adopted pursuant to the requirements of SB 18, requires local governments to contact, refer plans to, and consult with California Native American tribes prior to making a decision to adopt or amend a general or specific plan, or to designate open space that includes Native American Cultural Places.
Within 30 days of receiving the tribe’s request for consultation, the City will begin the consultation process. This may include a discussion regarding the scope of environmental review necessary for the proposed Project, the significance of tribal cultural resources in the Project area, the significance of potential impacts on tribal cultural resources that might result from the Project, and, if necessary, alternatives or appropriate measures for preservation or mitigation that the tribe may recommend. The consultation does not limit the ability of the tribe to submit information to the City regarding the significance of a tribal cultural resource, the significance of potential impacts on a tribal cultural resource, or about any measures the tribe feels are appropriate to mitigate City of Coronado Page 1786
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
impacts. Transmitting confidential information, such as the specific location of a tribal cultural resource, is not recommended. In such instances, please notify the City via formal letter, in person, or over the phone. If you wish to informally submit information, written comments may be sent to:
Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
City of Coronado Page 1787
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
December 4, 2023
Clint Linton
Kumeyaay Cultural Repatriation Committee
P.O> Box 507
Santa Ysabel, CA 92070
Re: Notification of the Proposed City of Coronado Housing Element Update Project
Pursuant to California Assembly Bill 52.
Dear Mr. Goff:
In response to the 6th Cycle Regional Housing Needs Allocation (RHNA) for the 2021-2029 planning period, the City of Coronado (City) has initiated a process to update its Housing Element, one of the required elements of the City’s General Plan. The proposed 2021-2029 Housing Element Update constitutes a “Project” pursuant to the California Environmental Quality Act (CEQA) and, therefore, the City is preparing an Environmental Assessment. Additionally, the project requires updates to the City’s General Plan Housing and Land Use Elements, Municipal Code, Orange Avenue Corridor Specific Plan, and Local Coastal Program which also requires certification from the California Coastal Commission.
As a Native American tribe that has requested notification pursuant to California Assembly Bill (AB) 52 and Senate Bill (SB) 18, the City invites your participation and consultation regarding any concerns related to tribal cultural resources (as defined in Public Resources Code § 21074). A summary of the proposed Housing Element Update is provided on the following pages.
Your input is important to the City’s planning process. If you would like to consult on this project, please notify the City in writing 30 days from receipt of this letter. Please also provide the appropriate contact who will represent the tribe in consultation, if requested. If you require any additional information or have any questions, please contact me at (619) 522-2415 or via email at [email protected].
Sincerely,
Jesse Brown
Principal Planner
Background
City of Coronado Page 1788
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Since 1969, California has required that all local governments (i.e., cities and counties) adequately plan to meet the housing needs of everyone in the community. One of the required elements of a General Plan is the Housing Element. California State law requires that communities prepare and update the Housing Element every 8 years. The Housing Element serves as the City’s guide for addressing the housing needs of all segments of the City’s population. Housing needs are determined by the California Department of Housing and Community Development (HCD), which develops the numerical housing targets for each of the regional council of governments across the State. Each of the regional council of governments then further allocates the housing target – known as the Regional Housing Needs Allocation or RHNA – to every city and county within its jurisdiction. The RHNA is a “target” in that cities and counties are not required to build this number of housing units, but rather they must plan for them and show that there is capacity to accommodate them under current land use and development standards.
6th Cycle Housing Element Update Components
Per State requirements, the City’s proposed 2021-2029 Housing Element Update includes the following components:
•
•
•
•
A detailed analysis of the City’s demographic, economic, and housing characteristics.
An analysis of the barriers to producing and preserving housing.
A review of the City’s progress in implementing current housing policies and programs.
An identification of goals, objectives, and policies, in addition to a full list of programs that will implement the vision of the plan.
• A list of sites (i.e., Opportunity Sites) that could accommodate new housing, demonstrating the City’s ability to meet the numerical housing target established in the RHNA.
The proposed 6th Cycle Housing Element must be certified by the HCD.
Regional Housing Needs Allocation
The San Diego Association of Governments (SANDAG) is responsible for oversight of the RHNA process for the San Diego region, including the City. Per the RHNA for the 2021-2029 planning period, the City has been allocated 912 units to accommodate the estimated growth need at various income levels. The significant increase in the City’s RHNA housing number, more than 18 times the last cycle, is indicative of the severity of the current housing crisis. As required by California State law, the Housing Element must identify the City’s ability to accommodate this estimated growth through available sites and appropriate zoning.
Units by Income Level
Lower
481
Moderate Above Moderate
Total
159 272 912
RHNA
City of Coronado Page 1789
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Available Sites and Capacity Assessment
The proposed 2021-2029 Housing Element must demonstrate the City’s ability to accommodate the RHNA either through production or the availability of properly zoned land that can accommodate additional growth. If adequate sites cannot be identified within the existing zoning, the City is required to rezone sites that can accommodate the remaining need at a minimum density of 20 dwelling units per acre, which is the default density set by HCD. The City is not required to build residential units to meet its RHNA, only to identify potential sites and create the framework to allow the market the opportunity to develop these units. The proposed 2021-2029 Housing Element Update will explore opportunities to accommodate the RHNA through current production, entitled units, and the availability of properly zoned land that can accommodate additional growth. The proposed 2021-2029 Housing Element Update identifies and addresses potential and actual governmental and non-governmental constraints on the development of housing for all income levels.
AB 52 and SB 18 Consultation
The City will undertake consultation with California Native American tribes concerning this Project, in fulfillment of the requirements of AB 52 and SB 18 as implemented in the California Government Code and Public Resources Code. This letter invites consultation under AB 52 and SB 18, and addressees have 30 days from the date of receipt to initiate consultation.
AB 52 and Public Resources Code §21080.3.1 establish a formal consultation process for California Native American tribes regarding tribal cultural resources. Tribal cultural resources are defined as “sites, features, places, cultural landscapes, sacred places, and objects with cultural value to a California Native American tribe.” The consultation process must be completed before a CEQA document can be certified. AB 52 requires that lead agencies “begin consultation with a California Native American tribe that is traditionally and culturally affiliated with the geographic area of the proposed project.” California Native American tribes to be included in the process are those that have requested notice of projects proposed within the jurisdiction of the Lead Agency (i.e., the City). California Government Code §65352.3, adopted pursuant to the requirements of SB 18, requires local governments to contact, refer plans to, and consult with California Native American tribes prior to making a decision to adopt or amend a general or specific plan, or to designate open space that includes Native American Cultural Places.
Within 30 days of receiving the tribe’s request for consultation, the City will begin the consultation process. This may include a discussion regarding the scope of environmental review necessary for the proposed Project, the significance of tribal cultural resources in the Project area, the significance of potential impacts on tribal cultural resources that might result from the Project, and, if necessary, alternatives or appropriate measures for preservation or mitigation that the tribe may recommend. The consultation does not limit the ability of the tribe to submit information to the City regarding the significance of a tribal cultural resource, the significance of potential impacts on a tribal cultural resource, or about any measures the tribe feels are appropriate to mitigate impacts. Transmitting confidential information, such as the specific location of a tribal cultural City of Coronado Page 1790
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
resource, is not recommended. In such instances, please notify the City via formal letter, in person, or over the phone. If you wish to informally submit information, written comments may be sent to:
Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
City of Coronado Page 1791
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
December 4, 2023
Carmen Lucas
Kwaaymii Laguna Band of Mission Indians
P.O. Bos 775
Pine Valley, CA 01062
Re: Notification of the Proposed City of Coronado Housing Element Update Project
Pursuant to California Assembly Bill 52.
Dear Mr. Goff:
In response to the 6th Cycle Regional Housing Needs Allocation (RHNA) for the 2021-2029 planning period, the City of Coronado (City) has initiated a process to update its Housing Element, one of the required elements of the City’s General Plan. The proposed 2021-2029 Housing Element Update constitutes a “Project” pursuant to the California Environmental Quality Act (CEQA) and, therefore, the City is preparing an Environmental Assessment. Additionally, the project requires updates to the City’s General Plan Housing and Land Use Elements, Municipal Code, Orange Avenue Corridor Specific Plan, and Local Coastal Program which also requires certification from the California Coastal Commission.
As a Native American tribe that has requested notification pursuant to California Assembly Bill (AB) 52 and Senate Bill (SB) 18, the City invites your participation and consultation regarding any concerns related to tribal cultural resources (as defined in Public Resources Code § 21074). A summary of the proposed Housing Element Update is provided on the following pages.
Your input is important to the City’s planning process. If you would like to consult on this project, please notify the City in writing 30 days from receipt of this letter. Please also provide the appropriate contact who will represent the tribe in consultation, if requested. If you require any additional information or have any questions, please contact me at (619) 522-2415 or via email at [email protected].
Sincerely,
Jesse Brown
Principal Planner
City of Coronado Page 1792
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Background
Since 1969, California has required that all local governments (i.e., cities and counties) adequately plan to meet the housing needs of everyone in the community. One of the required elements of a General Plan is the Housing Element. California State law requires that communities prepare and update the Housing Element every 8 years. The Housing Element serves as the City’s guide for addressing the housing needs of all segments of the City’s population. Housing needs are determined by the California Department of Housing and Community Development (HCD), which develops the numerical housing targets for each of the regional council of governments across the State. Each of the regional council of governments then further allocates the housing target – known as the Regional Housing Needs Allocation or RHNA – to every city and county within its jurisdiction. The RHNA is a “target” in that cities and counties are not required to build this number of housing units, but rather they must plan for them and show that there is capacity to accommodate them under current land use and development standards.
6th Cycle Housing Element Update Components
Per State requirements, the City’s proposed 2021-2029 Housing Element Update includes the following components:
•
•
•
•
A detailed analysis of the City’s demographic, economic, and housing characteristics.
An analysis of the barriers to producing and preserving housing.
A review of the City’s progress in implementing current housing policies and programs.
An identification of goals, objectives, and policies, in addition to a full list of programs that will implement the vision of the plan.
• A list of sites (i.e., Opportunity Sites) that could accommodate new housing, demonstrating the City’s ability to meet the numerical housing target established in the RHNA.
The proposed 6th Cycle Housing Element must be certified by the HCD.
Regional Housing Needs Allocation
The San Diego Association of Governments (SANDAG) is responsible for oversight of the RHNA process for the San Diego region, including the City. Per the RHNA for the 2021-2029 planning period, the City has been allocated 912 units to accommodate the estimated growth need at various income levels. The significant increase in the City’s RHNA housing number, more than 18 times the last cycle, is indicative of the severity of the current housing crisis. As required by California State law, the Housing Element must identify the City’s ability to accommodate this estimated growth through available sites and appropriate zoning.
Units by Income Level
Lower
481
Moderate Above Moderate Total
RHNA 159 272 912
City of Coronado Page 1793
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Available Sites and Capacity Assessment
The proposed 2021-2029 Housing Element must demonstrate the City’s ability to accommodate the RHNA either through production or the availability of properly zoned land that can accommodate additional growth. If adequate sites cannot be identified within the existing zoning, the City is required to rezone sites that can accommodate the remaining need at a minimum density of 20 dwelling units per acre, which is the default density set by HCD. The City is not required to build residential units to meet its RHNA, only to identify potential sites and create the framework to allow the market the opportunity to develop these units. The proposed 2021-2029 Housing Element Update will explore opportunities to accommodate the RHNA through current production, entitled units, and the availability of properly zoned land that can accommodate additional growth. The proposed 2021-2029 Housing Element Update identifies and addresses potential and actual governmental and non-governmental constraints on the development of housing for all income levels.
AB 52 and SB 18 Consultation
The City will undertake consultation with California Native American tribes concerning this Project, in fulfillment of the requirements of AB 52 and SB 18 as implemented in the California Government Code and Public Resources Code. This letter invites consultation under AB 52 and SB 18, and addressees have 30 days from the date of receipt to initiate consultation.
AB 52 and Public Resources Code §21080.3.1 establish a formal consultation process for California Native American tribes regarding tribal cultural resources. Tribal cultural resources are defined as “sites, features, places, cultural landscapes, sacred places, and objects with cultural value to a California Native American tribe.” The consultation process must be completed before a CEQA document can be certified. AB 52 requires that lead agencies “begin consultation with a California Native American tribe that is traditionally and culturally affiliated with the geographic area of the proposed project.” California Native American tribes to be included in the process are those that have requested notice of projects proposed within the jurisdiction of the Lead Agency (i.e., the City). California Government Code §65352.3, adopted pursuant to the requirements of SB 18, requires local governments to contact, refer plans to, and consult with California Native American tribes prior to making a decision to adopt or amend a general or specific plan, or to designate open space that includes Native American Cultural Places.
Within 30 days of receiving the tribe’s request for consultation, the City will begin the consultation process. This may include a discussion regarding the scope of environmental review necessary for the proposed Project, the significance of tribal cultural resources in the Project area, the significance of potential impacts on tribal cultural resources that might result from the Project, and, if necessary, alternatives or appropriate measures for preservation or mitigation that the tribe may recommend. The consultation does not limit the ability of the tribe to submit information to the City regarding the significance of a tribal cultural resource, the significance of potential impacts on a tribal cultural resource, or about any measures the tribe feels are appropriate to mitigate City of Coronado Page 1794
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
impacts. Transmitting confidential information, such as the specific location of a tribal cultural resource, is not recommended. In such instances, please notify the City via formal letter, in person, or over the phone. If you wish to informally submit information, written comments may be sent to:
Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
City of Coronado Page 1795
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
December 4, 2023
Virgil Perez
Iipay Nation of Santa Ysabel
P.O. Box 130
Santa Ysabel, CA 92070
Re: Notification of the Proposed City of Coronado Housing Element Update Project
Pursuant to California Assembly Bill 52.
Dear Mr. Goff:
In response to the 6th Cycle Regional Housing Needs Allocation (RHNA) for the 2021-2029 planning period, the City of Coronado (City) has initiated a process to update its Housing Element, one of the required elements of the City’s General Plan. The proposed 2021-2029 Housing Element Update constitutes a “Project” pursuant to the California Environmental Quality Act (CEQA) and, therefore, the City is preparing an Environmental Assessment. Additionally, the project requires updates to the City’s General Plan Housing and Land Use Elements, Municipal Code, Orange Avenue Corridor Specific Plan, and Local Coastal Program which also requires certification from the California Coastal Commission.
As a Native American tribe that has requested notification pursuant to California Assembly Bill (AB) 52 and Senate Bill (SB) 18, the City invites your participation and consultation regarding any concerns related to tribal cultural resources (as defined in Public Resources Code § 21074). A summary of the proposed Housing Element Update is provided on the following pages.
Your input is important to the City’s planning process. If you would like to consult on this project, please notify the City in writing 30 days from receipt of this letter. Please also provide the appropriate contact who will represent the tribe in consultation, if requested. If you require any additional information or have any questions, please contact me at (619) 522-2415 or via email at [email protected].
Sincerely,
Principal Planner
City of Coronado Page 1796
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Background
Since 1969, California has required that all local governments (i.e., cities and counties) adequately plan to meet the housing needs of everyone in the community. One of the required elements of a General Plan is the Housing Element. California State law requires that communities prepare and update the Housing Element every 8 years. The Housing Element serves as the City’s guide for addressing the housing needs of all segments of the City’s population. Housing needs are determined by the California Department of Housing and Community Development (HCD), which develops the numerical housing targets for each of the regional council of governments across the State. Each of the regional council of governments then further allocates the housing target – known as the Regional Housing Needs Allocation or RHNA – to every city and county within its jurisdiction. The RHNA is a “target” in that cities and counties are not required to build this number of housing units, but rather they must plan for them and show that there is capacity to accommodate them under current land use and development standards.
6th Cycle Housing Element Update Components
Per State requirements, the City’s proposed 2021-2029 Housing Element Update includes the following components:
•
•
•
•
A detailed analysis of the City’s demographic, economic, and housing characteristics.
An analysis of the barriers to producing and preserving housing.
A review of the City’s progress in implementing current housing policies and programs.
An identification of goals, objectives, and policies, in addition to a full list of programs that will implement the vision of the plan.
• A list of sites (i.e., Opportunity Sites) that could accommodate new housing, demonstrating the City’s ability to meet the numerical housing target established in the RHNA.
The proposed 6th Cycle Housing Element must be certified by the HCD.
Regional Housing Needs Allocation
The San Diego Association of Governments (SANDAG) is responsible for oversight of the RHNA process for the San Diego region, including the City. Per the RHNA for the 2021-2029 planning period, the City has been allocated 912 units to accommodate the estimated growth need at various income levels. The significant increase in the City’s RHNA housing number, more than 18 times the last cycle, is indicative of the severity of the current housing crisis. As required by California State law, the Housing Element must identify the City’s ability to accommodate this estimated growth through available sites and appropriate zoning.
Units by Income Level
Lower
481
Moderate Above Moderate Total
RHNA 159 272 912
City of Coronado Page 1797
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Available Sites and Capacity Assessment
The proposed 2021-2029 Housing Element must demonstrate the City’s ability to accommodate the RHNA either through production or the availability of properly zoned land that can accommodate additional growth. If adequate sites cannot be identified within the existing zoning, the City is required to rezone sites that can accommodate the remaining need at a minimum density of 20 dwelling units per acre, which is the default density set by HCD. The City is not required to build residential units to meet its RHNA, only to identify potential sites and create the framework to allow the market the opportunity to develop these units. The proposed 2021-2029 Housing Element Update will explore opportunities to accommodate the RHNA through current production, entitled units, and the availability of properly zoned land that can accommodate additional growth. The proposed 2021-2029 Housing Element Update identifies and addresses potential and actual governmental and non-governmental constraints on the development of housing for all income levels.
AB 52 and SB 18 Consultation
The City will undertake consultation with California Native American tribes concerning this Project, in fulfillment of the requirements of AB 52 and SB 18 as implemented in the California Government Code and Public Resources Code. This letter invites consultation under AB 52 and SB 18, and addressees have 30 days from the date of receipt to initiate consultation.
AB 52 and Public Resources Code §21080.3.1 establish a formal consultation process for California Native American tribes regarding tribal cultural resources. Tribal cultural resources are defined as “sites, features, places, cultural landscapes, sacred places, and objects with cultural value to a California Native American tribe.” The consultation process must be completed before a CEQA document can be certified. AB 52 requires that lead agencies “begin consultation with a California Native American tribe that is traditionally and culturally affiliated with the geographic area of the proposed project.” California Native American tribes to be included in the process are those that have requested notice of projects proposed within the jurisdiction of the Lead Agency (i.e., the City). California Government Code §65352.3, adopted pursuant to the requirements of SB 18, requires local governments to contact, refer plans to, and consult with California Native American tribes prior to making a decision to adopt or amend a general or specific plan, or to designate open space that includes Native American Cultural Places.
Within 30 days of receiving the tribe’s request for consultation, the City will begin the consultation process. This may include a discussion regarding the scope of environmental review necessary for the proposed Project, the significance of tribal cultural resources in the Project area, the significance of potential impacts on tribal cultural resources that might result from the Project, and, if necessary, alternatives or appropriate measures for preservation or mitigation that the tribe may recommend. The consultation does not limit the ability of the tribe to submit information to the City regarding the significance of a tribal cultural resource, the significance of potential impacts on a tribal cultural resource, or about any measures the tribe feels are appropriate to mitigate City of Coronado Page 1798
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
impacts. Transmitting confidential information, such as the specific location of a tribal cultural resource, is not recommended. In such instances, please notify the City via formal letter, in person, or over the phone. If you wish to informally submit information, written comments may be sent to:
Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
City of Coronado Page 1799
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
December 4, 2023
Gwendolyn Parada
La Posta Band of Diegueno Mission Indians
8 Crestwood Road
Boulevard, CA 91905
Re: Notification of the Proposed City of Coronado Housing Element Update Project
Pursuant to California Assembly Bill 52.
Dear Mr. Goff:
In response to the 6th Cycle Regional Housing Needs Allocation (RHNA) for the 2021-2029 planning period, the City of Coronado (City) has initiated a process to update its Housing Element, one of the required elements of the City’s General Plan. The proposed 2021-2029 Housing Element Update constitutes a “Project” pursuant to the California Environmental Quality Act (CEQA) and, therefore, the City is preparing an Environmental Assessment. Additionally, the project requires updates to the City’s General Plan Housing and Land Use Elements, Municipal Code, Orange Avenue Corridor Specific Plan, and Local Coastal Program which also requires certification from the California Coastal Commission.
As a Native American tribe that has requested notification pursuant to California Assembly Bill (AB) 52 and Senate Bill (SB) 18, the City invites your participation and consultation regarding any concerns related to tribal cultural resources (as defined in Public Resources Code § 21074). A summary of the proposed Housing Element Update is provided on the following pages.
Your input is important to the City’s planning process. If you would like to consult on this project, please notify the City in writing 30 days from receipt of this letter. Please also provide the appropriate contact who will represent the tribe in consultation, if requested. If you require any additional information or have any questions, please contact me at (619) 522-2415 or via email at [email protected].
Sincerely,
Principal Planner
City of Coronado Page 1800
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Background
Since 1969, California has required that all local governments (i.e., cities and counties) adequately plan to meet the housing needs of everyone in the community. One of the required elements of a General Plan is the Housing Element. California State law requires that communities prepare and update the Housing Element every 8 years. The Housing Element serves as the City’s guide for addressing the housing needs of all segments of the City’s population. Housing needs are determined by the California Department of Housing and Community Development (HCD), which develops the numerical housing targets for each of the regional council of governments across the State. Each of the regional council of governments then further allocates the housing target – known as the Regional Housing Needs Allocation or RHNA – to every city and county within its jurisdiction. The RHNA is a “target” in that cities and counties are not required to build this number of housing units, but rather they must plan for them and show that there is capacity to accommodate them under current land use and development standards.
6th Cycle Housing Element Update Components
Per State requirements, the City’s proposed 2021-2029 Housing Element Update includes the following components:
•
•
•
•
A detailed analysis of the City’s demographic, economic, and housing characteristics.
An analysis of the barriers to producing and preserving housing.
A review of the City’s progress in implementing current housing policies and programs.
An identification of goals, objectives, and policies, in addition to a full list of programs that will implement the vision of the plan.
• A list of sites (i.e., Opportunity Sites) that could accommodate new housing, demonstrating the City’s ability to meet the numerical housing target established in the RHNA.
The proposed 6th Cycle Housing Element must be certified by the HCD.
Regional Housing Needs Allocation
The San Diego Association of Governments (SANDAG) is responsible for oversight of the RHNA process for the San Diego region, including the City. Per the RHNA for the 2021-2029 planning period, the City has been allocated 912 units to accommodate the estimated growth need at various income levels. The significant increase in the City’s RHNA housing number, more than 18 times the last cycle, is indicative of the severity of the current housing crisis. As required by California State law, the Housing Element must identify the City’s ability to accommodate this estimated growth through available sites and appropriate zoning.
Units by Income Level
Lower
481
Moderate Above Moderate Total
RHNA 159 272 912
City of Coronado Page 1801
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Available Sites and Capacity Assessment
The proposed 2021-2029 Housing Element must demonstrate the City’s ability to accommodate the RHNA either through production or the availability of properly zoned land that can accommodate additional growth. If adequate sites cannot be identified within the existing zoning, the City is required to rezone sites that can accommodate the remaining need at a minimum density of 20 dwelling units per acre, which is the default density set by HCD. The City is not required to build residential units to meet its RHNA, only to identify potential sites and create the framework to allow the market the opportunity to develop these units. The proposed 2021-2029 Housing Element Update will explore opportunities to accommodate the RHNA through current production, entitled units, and the availability of properly zoned land that can accommodate additional growth. The proposed 2021-2029 Housing Element Update identifies and addresses potential and actual governmental and non-governmental constraints on the development of housing for all income levels.
AB 52 and SB 18 Consultation
The City will undertake consultation with California Native American tribes concerning this Project, in fulfillment of the requirements of AB 52 and SB 18 as implemented in the California Government Code and Public Resources Code. This letter invites consultation under AB 52 and SB 18, and addressees have 30 days from the date of receipt to initiate consultation.
AB 52 and Public Resources Code §21080.3.1 establish a formal consultation process for California Native American tribes regarding tribal cultural resources. Tribal cultural resources are defined as “sites, features, places, cultural landscapes, sacred places, and objects with cultural value to a California Native American tribe.” The consultation process must be completed before a CEQA document can be certified. AB 52 requires that lead agencies “begin consultation with a California Native American tribe that is traditionally and culturally affiliated with the geographic area of the proposed project.” California Native American tribes to be included in the process are those that have requested notice of projects proposed within the jurisdiction of the Lead Agency (i.e., the City). California Government Code §65352.3, adopted pursuant to the requirements of SB 18, requires local governments to contact, refer plans to, and consult with California Native American tribes prior to making a decision to adopt or amend a general or specific plan, or to designate open space that includes Native American Cultural Places.
Within 30 days of receiving the tribe’s request for consultation, the City will begin the consultation process. This may include a discussion regarding the scope of environmental review necessary for the proposed Project, the significance of tribal cultural resources in the Project area, the significance of potential impacts on tribal cultural resources that might result from the Project, and, if necessary, alternatives or appropriate measures for preservation or mitigation that the tribe may recommend. The consultation does not limit the ability of the tribe to submit information to the City regarding the significance of a tribal cultural resource, the significance of potential impacts on a tribal cultural resource, or about any measures the tribe feels are appropriate to mitigate City of Coronado Page 1802
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
impacts. Transmitting confidential information, such as the specific location of a tribal cultural resource, is not recommended. In such instances, please notify the City via formal letter, in person, or over the phone. If you wish to informally submit information, written comments may be sent to:
Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
City of Coronado Page 1803
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
December 4, 2023
Angela Alliott-Santos
Manzanita Band of Kumeyaay Nation
P.O. Box 1302
Boulevard, CA 91905
Re: Notification of the Proposed City of Coronado Housing Element Update Project
Pursuant to California Assembly Bill 52.
Dear Mr. Goff:
In response to the 6th Cycle Regional Housing Needs Allocation (RHNA) for the 2021-2029 planning period, the City of Coronado (City) has initiated a process to update its Housing Element, one of the required elements of the City’s General Plan. The proposed 2021-2029 Housing Element Update constitutes a “Project” pursuant to the California Environmental Quality Act (CEQA) and, therefore, the City is preparing an Environmental Assessment. Additionally, the project requires updates to the City’s General Plan Housing and Land Use Elements, Municipal Code, Orange Avenue Corridor Specific Plan, and Local Coastal Program which also requires certification from the California Coastal Commission.
As a Native American tribe that has requested notification pursuant to California Assembly Bill (AB) 52 and Senate Bill (SB) 18, the City invites your participation and consultation regarding any concerns related to tribal cultural resources (as defined in Public Resources Code § 21074). A summary of the proposed Housing Element Update is provided on the following pages.
Your input is important to the City’s planning process. If you would like to consult on this project, please notify the City in writing 30 days from receipt of this letter. Please also provide the appropriate contact who will represent the tribe in consultation, if requested. If you require any additional information or have any questions, please contact me at (619) 522-2415 or via email at [email protected].
Sincerely,
Jesse Brown
Principal Planner
City of Coronado Page 1804
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Background
Since 1969, California has required that all local governments (i.e., cities and counties) adequately plan to meet the housing needs of everyone in the community. One of the required elements of a General Plan is the Housing Element. California State law requires that communities prepare and update the Housing Element every 8 years. The Housing Element serves as the City’s guide for addressing the housing needs of all segments of the City’s population. Housing needs are determined by the California Department of Housing and Community Development (HCD), which develops the numerical housing targets for each of the regional council of governments across the State. Each of the regional council of governments then further allocates the housing target – known as the Regional Housing Needs Allocation or RHNA – to every city and county within its jurisdiction. The RHNA is a “target” in that cities and counties are not required to build this number of housing units, but rather they must plan for them and show that there is capacity to accommodate them under current land use and development standards.
6th Cycle Housing Element Update Components
Per State requirements, the City’s proposed 2021-2029 Housing Element Update includes the following components:
•
•
•
•
A detailed analysis of the City’s demographic, economic, and housing characteristics.
An analysis of the barriers to producing and preserving housing.
A review of the City’s progress in implementing current housing policies and programs.
An identification of goals, objectives, and policies, in addition to a full list of programs that will implement the vision of the plan.
• A list of sites (i.e., Opportunity Sites) that could accommodate new housing, demonstrating the City’s ability to meet the numerical housing target established in the RHNA.
The proposed 6th Cycle Housing Element must be certified by the HCD.
Regional Housing Needs Allocation
The San Diego Association of Governments (SANDAG) is responsible for oversight of the RHNA process for the San Diego region, including the City. Per the RHNA for the 2021-2029 planning period, the City has been allocated 912 units to accommodate the estimated growth need at various income levels. The significant increase in the City’s RHNA housing number, more than 18 times the last cycle, is indicative of the severity of the current housing crisis. As required by California State law, the Housing Element must identify the City’s ability to accommodate this estimated growth through available sites and appropriate zoning.
Units by Income Level
Lower
481
Moderate Above Moderate Total
RHNA 159 272 912
City of Coronado Page 1805
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Available Sites and Capacity Assessment
The proposed 2021-2029 Housing Element must demonstrate the City’s ability to accommodate the RHNA either through production or the availability of properly zoned land that can accommodate additional growth. If adequate sites cannot be identified within the existing zoning, the City is required to rezone sites that can accommodate the remaining need at a minimum density of 20 dwelling units per acre, which is the default density set by HCD. The City is not required to build residential units to meet its RHNA, only to identify potential sites and create the framework to allow the market the opportunity to develop these units. The proposed 2021-2029 Housing Element Update will explore opportunities to accommodate the RHNA through current production, entitled units, and the availability of properly zoned land that can accommodate additional growth. The proposed 2021-2029 Housing Element Update identifies and addresses potential and actual governmental and non-governmental constraints on the development of housing for all income levels.
AB 52 and SB 18 Consultation
The City will undertake consultation with California Native American tribes concerning this Project, in fulfillment of the requirements of AB 52 and SB 18 as implemented in the California Government Code and Public Resources Code. This letter invites consultation under AB 52 and SB 18, and addressees have 30 days from the date of receipt to initiate consultation.
AB 52 and Public Resources Code §21080.3.1 establish a formal consultation process for California Native American tribes regarding tribal cultural resources. Tribal cultural resources are defined as “sites, features, places, cultural landscapes, sacred places, and objects with cultural value to a California Native American tribe.” The consultation process must be completed before a CEQA document can be certified. AB 52 requires that lead agencies “begin consultation with a California Native American tribe that is traditionally and culturally affiliated with the geographic area of the proposed project.” California Native American tribes to be included in the process are those that have requested notice of projects proposed within the jurisdiction of the Lead Agency (i.e., the City). California Government Code §65352.3, adopted pursuant to the requirements of SB 18, requires local governments to contact, refer plans to, and consult with California Native American tribes prior to making a decision to adopt or amend a general or specific plan, or to designate open space that includes Native American Cultural Places.
Within 30 days of receiving the tribe’s request for consultation, the City will begin the consultation process. This may include a discussion regarding the scope of environmental review necessary for the proposed Project, the significance of tribal cultural resources in the Project area, the significance of potential impacts on tribal cultural resources that might result from the Project, and, if necessary, alternatives or appropriate measures for preservation or mitigation that the tribe may recommend. The consultation does not limit the ability of the tribe to submit information to the City regarding the significance of a tribal cultural resource, the significance of potential impacts on a tribal cultural resource, or about any measures the tribe feels are appropriate to mitigate City of Coronado Page 1806
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
impacts. Transmitting confidential information, such as the specific location of a tribal cultural resource, is not recommended. In such instances, please notify the City via formal letter, in person, or over the phone. If you wish to informally submit information, written comments may be sent to:
Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
City of Coronado Page 1807
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
December 4, 2023
Cody J. Martinez
Sycuan Band of Kumeyaay Nation
1 Kwaaypaay Court
El Cajon, CA 92109
Re: Notification of the Proposed City of Coronado Housing Element Update Project
Pursuant to California Assembly Bill 52.
Dear Mr. Goff:
In response to the 6th Cycle Regional Housing Needs Allocation (RHNA) for the 2021-2029 planning period, the City of Coronado (City) has initiated a process to update its Housing Element, one of the required elements of the City’s General Plan. The proposed 2021-2029 Housing Element Update constitutes a “Project” pursuant to the California Environmental Quality Act (CEQA) and, therefore, the City is preparing an Environmental Assessment. Additionally, the project requires updates to the City’s General Plan Housing and Land Use Elements, Municipal Code, Orange Avenue Corridor Specific Plan, and Local Coastal Program which also requires certification from the California Coastal Commission.
As a Native American tribe that has requested notification pursuant to California Assembly Bill (AB) 52 and Senate Bill (SB) 18, the City invites your participation and consultation regarding any concerns related to tribal cultural resources (as defined in Public Resources Code § 21074). A summary of the proposed Housing Element Update is provided on the following pages.
Your input is important to the City’s planning process. If you would like to consult on this project, please notify the City in writing 30 days from receipt of this letter. Please also provide the appropriate contact who will represent the tribe in consultation, if requested. If you require any additional information or have any questions, please contact me at (619) 522-2415 or via email at [email protected].
Sincerely,
Jesse Brown
Principal Planner
City of Coronado Page 1808
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Background
Since 1969, California has required that all local governments (i.e., cities and counties) adequately plan to meet the housing needs of everyone in the community. One of the required elements of a General Plan is the Housing Element. California State law requires that communities prepare and update the Housing Element every 8 years. The Housing Element serves as the City’s guide for addressing the housing needs of all segments of the City’s population. Housing needs are determined by the California Department of Housing and Community Development (HCD), which develops the numerical housing targets for each of the regional council of governments across the State. Each of the regional council of governments then further allocates the housing target – known as the Regional Housing Needs Allocation or RHNA – to every city and county within its jurisdiction. The RHNA is a “target” in that cities and counties are not required to build this number of housing units, but rather they must plan for them and show that there is capacity to accommodate them under current land use and development standards.
6th Cycle Housing Element Update Components
Per State requirements, the City’s proposed 2021-2029 Housing Element Update includes the following components:
•
•
•
•
A detailed analysis of the City’s demographic, economic, and housing characteristics.
An analysis of the barriers to producing and preserving housing.
A review of the City’s progress in implementing current housing policies and programs.
An identification of goals, objectives, and policies, in addition to a full list of programs that will implement the vision of the plan.
• A list of sites (i.e., Opportunity Sites) that could accommodate new housing, demonstrating the City’s ability to meet the numerical housing target established in the RHNA.
The proposed 6th Cycle Housing Element must be certified by the HCD.
Regional Housing Needs Allocation
The San Diego Association of Governments (SANDAG) is responsible for oversight of the RHNA process for the San Diego region, including the City. Per the RHNA for the 2021-2029 planning period, the City has been allocated 912 units to accommodate the estimated growth need at various income levels. The significant increase in the City’s RHNA housing number, more than 18 times the last cycle, is indicative of the severity of the current housing crisis. As required by California State law, the Housing Element must identify the City’s ability to accommodate this estimated growth through available sites and appropriate zoning.
Units by Income Level
Lower
481
Moderate Above Moderate Total
RHNA 159 272 912
City of Coronado Page 1809
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Available Sites and Capacity Assessment
The proposed 2021-2029 Housing Element must demonstrate the City’s ability to accommodate the RHNA either through production or the availability of properly zoned land that can accommodate additional growth. If adequate sites cannot be identified within the existing zoning, the City is required to rezone sites that can accommodate the remaining need at a minimum density of 20 dwelling units per acre, which is the default density set by HCD. The City is not required to build residential units to meet its RHNA, only to identify potential sites and create the framework to allow the market the opportunity to develop these units. The proposed 2021-2029 Housing Element Update will explore opportunities to accommodate the RHNA through current production, entitled units, and the availability of properly zoned land that can accommodate additional growth. The proposed 2021-2029 Housing Element Update identifies and addresses potential and actual governmental and non-governmental constraints on the development of housing for all income levels.
AB 52 and SB 18 Consultation
The City will undertake consultation with California Native American tribes concerning this Project, in fulfillment of the requirements of AB 52 and SB 18 as implemented in the California Government Code and Public Resources Code. This letter invites consultation under AB 52 and SB 18, and addressees have 30 days from the date of receipt to initiate consultation.
AB 52 and Public Resources Code §21080.3.1 establish a formal consultation process for California Native American tribes regarding tribal cultural resources. Tribal cultural resources are defined as “sites, features, places, cultural landscapes, sacred places, and objects with cultural value to a California Native American tribe.” The consultation process must be completed before a CEQA document can be certified. AB 52 requires that lead agencies “begin consultation with a California Native American tribe that is traditionally and culturally affiliated with the geographic area of the proposed project.” California Native American tribes to be included in the process are those that have requested notice of projects proposed within the jurisdiction of the Lead Agency (i.e., the City). California Government Code §65352.3, adopted pursuant to the requirements of SB 18, requires local governments to contact, refer plans to, and consult with California Native American tribes prior to making a decision to adopt or amend a general or specific plan, or to designate open space that includes Native American Cultural Places.
Within 30 days of receiving the tribe’s request for consultation, the City will begin the consultation process. This may include a discussion regarding the scope of environmental review necessary for the proposed Project, the significance of tribal cultural resources in the Project area, the significance of potential impacts on tribal cultural resources that might result from the Project, and, if necessary, alternatives or appropriate measures for preservation or mitigation that the tribe may recommend. The consultation does not limit the ability of the tribe to submit information to the City regarding the significance of a tribal cultural resource, the significance of potential impacts on a tribal cultural resource, or about any measures the tribe feels are appropriate to mitigate City of Coronado Page 1810
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
impacts. Transmitting confidential information, such as the specific location of a tribal cultural resource, is not recommended. In such instances, please notify the City via formal letter, in person, or over the phone. If you wish to informally submit information, written comments may be sent to:
Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
City of Coronado Page 1811
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
December 4, 2023
Robert J. Welch, Jr.
Viejas Band of Kumeyaay Indians
1 Viejas Grade Road
Alpine, CA 91901
Re: Notification of the Proposed City of Coronado Housing Element Update Project
Pursuant to California Assembly Bill 52.
Dear Mr. Goff:
In response to the 6th Cycle Regional Housing Needs Allocation (RHNA) for the 2021-2029 planning period, the City of Coronado (City) has initiated a process to update its Housing Element, one of the required elements of the City’s General Plan. The proposed 2021-2029 Housing Element Update constitutes a “Project” pursuant to the California Environmental Quality Act (CEQA) and, therefore, the City is preparing an Environmental Assessment. Additionally, the project requires updates to the City’s General Plan Housing and Land Use Elements, Municipal Code, Orange Avenue Corridor Specific Plan, and Local Coastal Program which also requires certification from the California Coastal Commission.
As a Native American tribe that has requested notification pursuant to California Assembly Bill (AB) 52 and Senate Bill (SB) 18, the City invites your participation and consultation regarding any concerns related to tribal cultural resources (as defined in Public Resources Code § 21074). A summary of the proposed Housing Element Update is provided on the following pages.
Your input is important to the City’s planning process. If you would like to consult on this project, please notify the City in writing 30 days from receipt of this letter. Please also provide the appropriate contact who will represent the tribe in consultation, if requested. If you require any additional information or have any questions, please contact me at (619) 522-2415 or via email at [email protected].
Sincerely,
Jesse Brown
Principal Planner
City of Coronado Page 1812
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Background
Since 1969, California has required that all local governments (i.e., cities and counties) adequately plan to meet the housing needs of everyone in the community. One of the required elements of a General Plan is the Housing Element. California State law requires that communities prepare and update the Housing Element every 8 years. The Housing Element serves as the City’s guide for addressing the housing needs of all segments of the City’s population. Housing needs are determined by the California Department of Housing and Community Development (HCD), which develops the numerical housing targets for each of the regional council of governments across the State. Each of the regional council of governments then further allocates the housing target – known as the Regional Housing Needs Allocation or RHNA – to every city and county within its jurisdiction. The RHNA is a “target” in that cities and counties are not required to build this number of housing units, but rather they must plan for them and show that there is capacity to accommodate them under current land use and development standards.
6th Cycle Housing Element Update Components
Per State requirements, the City’s proposed 2021-2029 Housing Element Update includes the following components:
•
•
•
•
A detailed analysis of the City’s demographic, economic, and housing characteristics.
An analysis of the barriers to producing and preserving housing.
A review of the City’s progress in implementing current housing policies and programs.
An identification of goals, objectives, and policies, in addition to a full list of programs that will implement the vision of the plan.
• A list of sites (i.e., Opportunity Sites) that could accommodate new housing, demonstrating the City’s ability to meet the numerical housing target established in the RHNA.
The proposed 6th Cycle Housing Element must be certified by the HCD.
Regional Housing Needs Allocation
The San Diego Association of Governments (SANDAG) is responsible for oversight of the RHNA process for the San Diego region, including the City. Per the RHNA for the 2021-2029 planning period, the City has been allocated 912 units to accommodate the estimated growth need at various income levels. The significant increase in the City’s RHNA housing number, more than 18 times the last cycle, is indicative of the severity of the current housing crisis. As required by California State law, the Housing Element must identify the City’s ability to accommodate this estimated growth through available sites and appropriate zoning.
Units by Income Level
Lower
481
Moderate Above Moderate Total
RHNA 159 272 912
City of Coronado Page 1813
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
Available Sites and Capacity Assessment
The proposed 2021-2029 Housing Element must demonstrate the City’s ability to accommodate the RHNA either through production or the availability of properly zoned land that can accommodate additional growth. If adequate sites cannot be identified within the existing zoning, the City is required to rezone sites that can accommodate the remaining need at a minimum density of 20 dwelling units per acre, which is the default density set by HCD. The City is not required to build residential units to meet its RHNA, only to identify potential sites and create the framework to allow the market the opportunity to develop these units. The proposed 2021-2029 Housing Element Update will explore opportunities to accommodate the RHNA through current production, entitled units, and the availability of properly zoned land that can accommodate additional growth. The proposed 2021-2029 Housing Element Update identifies and addresses potential and actual governmental and non-governmental constraints on the development of housing for all income levels.
AB 52 and SB 18 Consultation
The City will undertake consultation with California Native American tribes concerning this Project, in fulfillment of the requirements of AB 52 and SB 18 as implemented in the California Government Code and Public Resources Code. This letter invites consultation under AB 52 and SB 18, and addressees have 30 days from the date of receipt to initiate consultation.
AB 52 and Public Resources Code §21080.3.1 establish a formal consultation process for California Native American tribes regarding tribal cultural resources. Tribal cultural resources are defined as “sites, features, places, cultural landscapes, sacred places, and objects with cultural value to a California Native American tribe.” The consultation process must be completed before a CEQA document can be certified. AB 52 requires that lead agencies “begin consultation with a California Native American tribe that is traditionally and culturally affiliated with the geographic area of the proposed project.” California Native American tribes to be included in the process are those that have requested notice of projects proposed within the jurisdiction of the Lead Agency (i.e., the City). California Government Code §65352.3, adopted pursuant to the requirements of SB 18, requires local governments to contact, refer plans to, and consult with California Native American tribes prior to making a decision to adopt or amend a general or specific plan, or to designate open space that includes Native American Cultural Places.
Within 30 days of receiving the tribe’s request for consultation, the City will begin the consultation process. This may include a discussion regarding the scope of environmental review necessary for the proposed Project, the significance of tribal cultural resources in the Project area, the significance of potential impacts on tribal cultural resources that might result from the Project, and, if necessary, alternatives or appropriate measures for preservation or mitigation that the tribe may recommend. The consultation does not limit the ability of the tribe to submit information to the City regarding the significance of a tribal cultural resource, the significance of potential impacts on a tribal cultural resource, or about any measures the tribe feels are appropriate to mitigate City of Coronado Page 1814
Attachment 9
CITY OF CORONADO
COMMUNITY DEVELOPMENT
1825 STRAND WAY
CORONADO, CA 92118
WWW.CORONADO.CA.US
CITY HALL
PHONE: (619) 522-7326
FAX: (619) 522-2418
impacts. Transmitting confidential information, such as the specific location of a tribal cultural resource, is not recommended. In such instances, please notify the City via formal letter, in person, or over the phone. If you wish to informally submit information, written comments may be sent to:
Jesse Brown
City of Coronado
1825 Strand Way
Coronado, CA 92118
E-mail: [email protected]
City of Coronado Page 1815
Attachment 9
Appendix F. CHRIS Search Results
City of Coronado Page 1816
Attachment 9
This page intentionally left blank.
City of Coronado Page 1817
Attachment 9
South Coastal Information Center
San Diego State University
5500 Campanile Drive
San Diego, CA 92182-5320
Office: (619) 594-5682
www.scic.org
[email protected]
CALIFORNIA HISTORICAL RESOURCES INFORMATION SYSTEM
RECORDS SEARCH
Company: Harris & Associates
Company Representative: Donna Beddow
Date Processed: 1/10/2024
Project Identification: Coronado Housing Element Update (1230040001) Search Radius: within project area only
Historical Resources: JL
JL
Trinomial and Primary site maps have been reviewed. All sites within the project boundaries and the specified radius of the project area have been plotted. Copies of the site record forms have been included for all recorded sites.
Previous Survey Report Boundaries:
Project boundary maps have been reviewed. National Archaeological Database (NADB) citations for reports within the project boundaries and within the specified radius of the project area have been included.
Historic Addresses: JL
JL
A map and database of historic properties (formerly Geofinder) has been included.
Historic Maps:
The historic maps on file at the South Coastal Information Center have been reviewed, and copies have been included.
Summary of SHRC Approved
CHRIS IC Records Search
Elements
RSID: 3549
yes
1 RUSH:
Hours:
Spatial Features:
Address-Mapped Shapes:
Digital Database Records:
Quads:
15 no
0 1
Aerial Photos:
PDFs:
0 Yes
PDF Pages: 9
This is not an invoice. Please pay from the monthly billing statement City of Coronado Page 1818
Attachment 9
South Coastal Information Center
San Diego State University
5500 Campanile Drive
San Diego, CA 92182-5320
(619) 594-5682
[email protected]
1:100,000
0 Historic Roads 1769-1885
,
1 Mile
Jaime Lennox, Jan 10, 2024
City of Coronado Page 1819
Attachment 9
South Coastal Information Center
San Diego State University
5500 Campanile Drive
San Diego, CA 92182-5320
(619) 594-5682
[email protected]
1:100,000
0 San Diego County: 1872
,
1 Mile
Jaime Lennox, Jan 10, 2024
City of Coronado Page 1820
Attachment 9
Legend
Search Area
1:62,500
0 62.5K Historic Quad - San Diego 1930, culture revised 1930 ,
1 Mile
Jaime Lennox, Jan 10, 2024 USGS 15 Minute Series Topographic Quadrangles City of Coronado Page 1821
Attachment 9
Legend
SearchArea
1:31,680
0 31.68K Historic Quad - Point Loma 1942
,
1 Mile
Jaime Lennox, Jan 10, 2024 USGS 7.5 Minute Series Topographic Map City of Coronado Page 1822
Attachment 9
South Coastal Information Center
San Diego State University
5500 Campanile Drive
San Diego, CA 92182-5320
(619) 594-5682
[email protected]
Legend
Search Area
1:24,000
0 24K Historic Quad - Point Loma 1953, cultural and drainage 1950
,
1 Mile
Jaime Lennox, Jan 10, 2024 USGS 7.5 Minute Series Topographic Maps City of Coronado Page 1823
Attachment 9
Report List
Report No. Other IDs Year Author(s) Title Affiliation
SD-02595 NADB-R - 1122595;
Other - 2416A;
Voided - MANLEY 04
1992 MANLEY, WILLIAM CULTURAL RESOURCE ASSESSMENT OF RECON
BABCOCK COURT CORONADO SAN
DIEGO COUNTY
SD-02783
SD-04424
NADB-R - 1122783;
Voided -
JACQUES03
1981 JACQUES, TERRI CULTURAL RESOURCE INVENTORY FOR
THE LAMPS MK 111 NAVAL AIR STATION,
NORTH ISLAND, SAN DIEGO COUNTY,
CALIFORNIA
WESTEC SERVICES
NADB-R - 1124424;
Other - CONTRACT
NUMBER N 68711-
93-M-1141;
1994 MANLEY, WILLIAM R.,
SUSAN M. HECTOR,
HISTORIC & ARCHAEOLOGICAL
RESOURCES PROTECTION PLAN (HARP) CONSULTING
WILLIAM MANLEY
and MARTIN D. ROSEN FOR NAVAL AMPHIBIOUS BASE
CORONADO, CALIFORNIA
Voided - MANLEY09
SD-04555 NADB-R - 1124555;
Voided - PIERSON34
1998 PIERSON, LARRY J., CULTURAL AND PALEONTOLOGICAL
REVIEW OF THE GLORIETTA BAY
MASTER PLAN CITY OF CORONADO,
CALIFORNIA
BRIAN F. SMITH AND
BRIAN F. SMITH, and ASSOCIATES
GEORGE KENNEDY
SD-05209
SD-07648
NADB-R - 1125209;
Voided - RECON107
1992 RECON Draft Environmental Impact Report for the
City of Coronado Police Facility and
Demolition of Babcock Court
RECON
NADB-R - 1127648; RECON
Voided - RECON 108
1992 RECON APPENDIXES FOR THE DRAFT
ENVIRONMENTAL IMPACT REPORT FOR
THE CITY OF CORONADO POLICE
FACILITY AND DEMOLITION OF BABCOCK
COURT
SD-10604
SD-10870
SD-10890
NADB-R - 1130604;
Voided - ACKERC01
1991 ACKERMAN, CHRIS
VARIOUS
NATIONAL REGISTER OF HISTORIC
PLACES-HEILMAN VILLAS
CORONADO HISTORICAL
ASSOCIATION
NADB-R - 1130870;
Voided - HISTORI127
MISC. PAPERS ON CORONADO VARIOUS
NADB-R - 1130890;
Voided - ACKERC02
1991 ACKERMAN, CHRIS NOMINATION TO THE NATIONAL
REGISTER OF HISTORIC PLACES,
HEILMAN VILLAS (BABCOCK COURT),
1060, -70, -80, -90 SEVENTH STREET AND
706-720 (EVEN #S) ORANGE AVENUE,
CORONADO, CALIFORNIA
CORONADO HISTORICAL
ASSOCIATION
SD-11028 NADB-R - 1131028;
Voided - HISTORI201
VARIOUS NAVAL AIR STATION NORTH ISLAND, SAN
DIEGO, CALIFORNIA 92135