Agenda packet — Sierra Madre City Council, May 12, 2026 (part 3 of 3)

Grand View Avenue Btwn
Baldwin Avenue & Michillinda Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/17/2025 East Hour Totals West Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 18 3 36
12:15 3 25 1 27
12:30 4 27 2 30
12:45 2 35 11 105 0 26 6 119 17 224
01:00 1 23 0 30
01:15 0 18 1 29
01:30 1 23 1 21
01:45 1 23 3 87 1 25 3 105 6 192
02:00 0 35 0 20
02:15 3 34 0 29
02:30 0 30 1 27
02:45 0 31 3 130 0 27 1 103 4 233
03:00 0 25 0 21
03:15 0 32 0 24
03:30 0 35 0 22
03:45 0 29 0 121 0 12 0 79 0 200
04:00 0 29 1 21
04:15 1 19 0 16
04:30 0 29 0 30
04:45 1 30 2 107 0 28 1 95 3 202
05:00 1 31 1 22
05:15 0 25 1 27
05:30 2 29 3 33
05:45 1 29 4 114 1 25 6 107 10 221
06:00 2 23 1 32
06:15 4 15 3 21
06:30 2 14 5 13
06:45 2 12 10 64 3 12 12 78 22 142
07:00 5 13 7 6
07:15 5 11 11 10
07:30 6 14 11 14
07:45 8 12 24 50 12 8 41 38 65 88
08:00 10 13 12 7
08:15 10 12 15 5
08:30 10 7 22 10
08:45 11 5 41 37 18 10 67 32 108 69
09:00 14 5 21 8
09:15 16 7 23 3
09:30 16 6 17 8
09:45 25 7 71 25 16 7 77 26 148 51
10:00 15 8 28 4
10:15 21 5 19 9
10:30 14 5 19 3
10:45 18 3 68 21 18 5 84 21 152 42
11:00 26 1 20 1
11:15 23 1 23 5
11:30 19 0 19 2
11:45 35 4 103 6 29 3 91 11 194 17
Total 340 867 389 814 729 1681
Percent 28.2% 71.8% 32.3% 67.7% 30.2% 69.8%
Grand
Total 340 867 389 814 729 1681
Percent 28.2% 71.8% 32.3% 67.7% 30.2% 69.8%
ADT ADT 2,410 AADT 2,410

Page 1 ends

Grand View Avenue Btwn
Baldwin Avenue & Santa Anita Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/17/2025 East Hour Totals West Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 25 3 31
12:15 5 25 3 25
12:30 2 28 0 25
12:45 3 26 14 104 0 31 6 112 20 216
01:00 1 31 1 23
01:15 1 20 0 19
01:30 2 27 3 23
01:45 1 18 5 96 1 27 5 92 10 188
02:00 0 28 0 22
02:15 3 26 0 30
02:30 0 26 4 26
02:45 2 13 5 93 0 25 4 103 9 196
03:00 0 21 1 24
03:15 2 20 0 18
03:30 1 34 0 24
03:45 1 24 4 99 1 24 2 90 6 189
04:00 0 33 0 20
04:15 0 25 1 26
04:30 0 17 1 26
04:45 1 23 1 98 0 35 2 107 3 205
05:00 2 31 1 22
05:15 2 22 2 17
05:30 2 26 2 18
05:45 2 25 8 104 0 26 5 83 13 187
06:00 4 27 1 19
06:15 5 28 4 18
06:30 5 17 3 18
06:45 6 14 20 86 6 13 14 68 34 154
07:00 6 23 9 19
07:15 11 8 10 8
07:30 5 9 6 13
07:45 12 15 34 55 14 14 39 54 73 109
08:00 9 4 8 9
08:15 12 7 17 16
08:30 19 17 17 15
08:45 10 7 50 35 17 10 59 50 109 85
09:00 16 6 12 8
09:15 17 9 18 9
09:30 20 3 19 8
09:45 18 6 71 24 21 9 70 34 141 58
10:00 17 8 22 15
10:15 20 2 26 2
10:30 19 4 19 6
10:45 24 3 80 17 31 14 98 37 178 54
11:00 19 6 9 4
11:15 25 5 16 4
11:30 24 1 19 5
11:45 19 3 87 15 17 3 61 16 148 31
Total 379 826 365 846 744 1672
Percent 31.5% 68.5% 30.1% 69.9% 30.8% 69.2%
Grand
Total 379 826 365 846 744 1672
Percent 31.5% 68.5% 30.1% 69.9% 30.8% 69.2%
ADT ADT 2,416 AADT 2,416

Page 1 ends

Baldwin Avenue Btwn
Sierra Madre Blvd & Orange Grove Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/17/2025 North Hour Totals South Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 8 65 12 87
12:15 11 57 8 88
12:30 12 66 7 74
12:45 8 83 39 271 7 104 34 353 73 624
01:00 8 50 6 110
01:15 1 63 2 86
01:30 8 78 5 97
01:45 4 68 21 259 8 77 21 370 42 629
02:00 4 65 7 89
02:15 5 66 2 91
02:30 2 74 2 83
02:45 1 60 12 265 0 85 11 348 23 613
03:00 7 86 4 96
03:15 3 55 10 68
03:30 0 64 2 73
03:45 2 67 12 272 1 60 17 297 29 569
04:00 2 65 2 69
04:15 3 52 6 80
04:30 3 62 5 74
04:45 1 67 9 246 3 63 16 286 25 532
05:00 3 51 5 78
05:15 5 59 6 53
05:30 9 37 18 59
05:45 19 58 36 205 14 78 43 268 79 473
06:00 7 42 14 74
06:15 11 60 20 76
06:30 16 49 20 69
06:45 32 47 66 198 31 56 85 275 151 473
07:00 32 42 24 74
07:15 27 52 35 58
07:30 39 48 34 40
07:45 42 46 140 188 39 44 132 216 272 404
08:00 47 41 45 44
08:15 50 48 44 56
08:30 67 48 57 30
08:45 87 27 251 164 61 36 207 166 458 330
09:00 63 34 76 46
09:15 92 26 72 32
09:30 78 26 81 30
09:45 74 35 307 121 87 30 316 138 623 259
10:00 62 35 68 35
10:15 85 31 82 28
10:30 91 23 84 16
10:45 65 27 303 116 89 25 323 104 626 220
11:00 81 9 87 24
11:15 82 23 100 20
11:30 64 18 98 16
11:45 77 30 304 80 91 16 376 76 680 156
Total 1500 2385 1581 2897 3081 5282
Percent 38.6% 61.4% 35.3% 64.7% 36.8% 63.2%
Grand
Total 1500 2385 1581 2897 3081 5282
Percent 38.6% 61.4% 35.3% 64.7% 36.8% 63.2%
ADT ADT 8,363 AADT 8,363

Page 1 ends

Highland Avenue Btwn
Baldwin Avenue & Michillinda Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/17/2025 East Hour Totals West Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 9 0 12
12:15 18 14 0 17
12:30 5 8 0 14
12:45 0 9 23 40 2 11 2 54 25 94
01:00 0 9 0 10
01:15 0 10 0 13
01:30 0 10 0 8
01:45 1 14 1 43 0 9 0 40 1 83
02:00 0 11 1 15
02:15 1 9 0 7
02:30 0 10 0 12
02:45 1 9 2 39 0 9 1 43 3 82
03:00 0 10 0 4
03:15 3 8 2 8
03:30 0 5 0 9
03:45 0 9 3 32 0 6 2 27 5 59
04:00 1 11 0 9
04:15 2 6 0 11
04:30 2 7 0 9
04:45 2 9 7 33 0 7 0 36 7 69
05:00 4 7 0 9
05:15 0 8 0 11
05:30 0 9 0 9
05:45 2 9 6 33 0 4 0 33 6 66
06:00 1 12 0 8
06:15 0 8 0 10
06:30 3 5 2 11
06:45 2 9 6 34 4 10 6 39 12 73
07:00 3 10 1 8
07:15 2 10 0 5
07:30 0 7 4 12
07:45 1 9 6 36 2 5 7 30 13 66
08:00 0 8 5 9
08:15 2 5 6 5
08:30 5 3 8 5
08:45 6 4 13 20 3 3 22 22 35 42
09:00 7 8 6 4
09:15 9 4 6 1
09:30 9 7 9 6
09:45 11 3 36 22 10 3 31 14 67 36
10:00 11 2 12 2
10:15 4 4 10 3
10:30 7 3 13 2
10:45 4 3 26 12 6 3 41 10 67 22
11:00 12 4 13 2
11:15 10 0 13 6
11:30 13 2 19 1
11:45 13 1 48 7 14 1 59 10 107 17
Total 177 351 171 358 348 709
Percent 33.5% 66.5% 32.3% 67.7% 32.9% 67.1%
Grand
Total 177 351 171 358 348 709
Percent 33.5% 66.5% 32.3% 67.7% 32.9% 67.1%
ADT ADT 1,561 AADT 1,561

Page 1 ends

Highland Avenue Btwn
Baldwin Avenue & Canon Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/17/2025 East Hour Totals West Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 3 0 3
12:15 1 2 0 2
12:30 1 6 0 3
12:45 0 2 2 13 0 2 0 10 2 23
01:00 0 3 0 4
01:15 0 4 0 0
01:30 0 4 0 4
01:45 0 4 0 15 0 1 0 9 0 24
02:00 1 3 1 3
02:15 1 5 0 2
02:30 0 3 0 1
02:45 0 4 2 15 0 2 1 8 3 23
03:00 0 5 0 4
03:15 1 0 0 0
03:30 1 2 0 3
03:45 0 7 2 14 0 1 0 8 2 22
04:00 0 3 0 1
04:15 0 6 1 3
04:30 0 0 0 0
04:45 0 5 0 14 0 2 1 6 1 20
05:00 0 3 0 1
05:15 1 4 0 1
05:30 0 2 0 3
05:45 0 3 1 12 0 3 0 8 1 20
06:00 1 2 1 3
06:15 0 3 0 0
06:30 0 1 0 2
06:45 0 0 1 6 2 0 3 5 4 11
07:00 0 2 0 1
07:15 0 3 1 0
07:30 1 1 2 0
07:45 2 1 3 7 1 0 4 1 7 8
08:00 0 0 0 0
08:15 2 2 0 2
08:30 0 2 0 0
08:45 4 4 6 8 1 3 1 5 7 13
09:00 0 0 0 1
09:15 6 2 5 1
09:30 3 1 3 0
09:45 1 0 10 3 0 0 8 2 18 5
10:00 2 0 4 0
10:15 2 0 0 0
10:30 3 0 1 0
10:45 3 2 10 2 2 0 7 0 17 2
11:00 2 0 0 0
11:15 2 0 2 0
11:30 3 1 4 0
11:45 1 0 8 1 3 0 9 0 17 1
Total 45 110 34 62 79 172
Percent 29.0% 71.0% 35.4% 64.6% 31.5% 68.5%
Grand
Total 45 110 34 62 79 172
Percent 29.0% 71.0% 35.4% 64.6% 31.5% 68.5%
ADT ADT 251 AADT 251

Page 1 ends

Lima Street Btwn
Sierra Madre Boulevard & Carter Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/17/2025 North Hour Totals South Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 19 2 11
12:15 1 20 0 19
12:30 1 23 0 14
12:45 0 13 2 75 0 8 2 52 4 127
01:00 2 20 2 9
01:15 0 12 0 11
01:30 0 24 0 10
01:45 0 22 2 78 0 10 2 40 4 118
02:00 1 13 0 6
02:15 0 20 0 9
02:30 0 13 1 17
02:45 0 18 1 64 0 11 1 43 2 107
03:00 0 14 0 14
03:15 0 13 1 7
03:30 0 12 0 3
03:45 0 10 0 49 0 13 1 37 1 86
04:00 1 9 0 20
04:15 0 11 0 16
04:30 0 10 1 8
04:45 0 14 1 44 1 13 2 57 3 101
05:00 0 9 0 7
05:15 1 7 1 8
05:30 0 11 1 8
05:45 0 7 1 34 1 5 3 28 4 62
06:00 0 7 1 12
06:15 2 11 4 6
06:30 1 7 4 4
06:45 6 8 9 33 0 4 9 26 18 59
07:00 2 13 2 5
07:15 3 5 4 4
07:30 3 1 3 4
07:45 5 9 13 28 6 7 15 20 28 48
08:00 6 4 5 2
08:15 3 7 4 5
08:30 4 3 12 3
08:45 5 10 18 24 8 3 29 13 47 37
09:00 6 4 10 2
09:15 12 3 11 0
09:30 3 1 8 5
09:45 11 2 32 10 8 2 37 9 69 19
10:00 14 2 9 3
10:15 12 1 10 2
10:30 9 2 6 0
10:45 11 6 46 11 6 0 31 5 77 16
11:00 11 6 10 2
11:15 10 2 9 0
11:30 11 0 10 1
11:45 18 0 50 8 4 1 33 4 83 12
Total 175 458 165 334 340 792
Percent 27.6% 72.4% 33.1% 66.9% 30.0% 70.0%
Grand
Total 175 458 165 334 340 792
Percent 27.6% 72.4% 33.1% 66.9% 30.0% 70.0%
ADT ADT 1,132 AADT 1,132

Page 1 ends

Lima Street Btwn
Sierra Madre Blvd & Orange Grove Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/17/2025 North Hour Totals South Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 20 2 22
12:15 1 30 2 24
12:30 3 25 1 26
12:45 0 20 6 95 1 15 6 87 12 182
01:00 1 29 1 16
01:15 1 22 2 18
01:30 2 25 1 37
01:45 1 20 5 96 0 18 4 89 9 185
02:00 0 19 0 18
02:15 0 26 1 23
02:30 3 16 0 12
02:45 0 18 3 79 0 25 1 78 4 157
03:00 1 13 1 16
03:15 0 14 1 16
03:30 3 16 0 14
03:45 1 16 5 59 1 15 3 61 8 120
04:00 1 9 1 21
04:15 0 14 0 10
04:30 2 18 0 17
04:45 0 14 3 55 0 15 1 63 4 118
05:00 0 14 1 16
05:15 2 20 2 9
05:30 3 13 2 20
05:45 3 14 8 61 1 13 6 58 14 119
06:00 0 14 1 14
06:15 3 15 6 10
06:30 4 16 5 13
06:45 9 15 16 60 1 12 13 49 29 109
07:00 9 11 4 15
07:15 7 6 8 8
07:30 6 10 8 7
07:45 7 9 29 36 6 11 26 41 55 77
08:00 12 6 10 6
08:15 11 15 17 5
08:30 15 13 12 6
08:45 17 10 55 44 19 8 58 25 113 69
09:00 23 13 12 8
09:15 25 5 24 4
09:30 13 5 9 8
09:45 22 6 83 29 18 4 63 24 146 53
10:00 29 2 20 2
10:15 24 4 26 4
10:30 8 5 20 2
10:45 13 11 74 22 12 3 78 11 152 33
11:00 22 5 21 2
11:15 21 3 11 2
11:30 19 2 25 0
11:45 19 3 81 13 23 1 80 5 161 18
Total 368 649 339 591 707 1240
Percent 36.2% 63.8% 36.5% 63.5% 36.3% 63.7%
Grand
Total 368 649 339 591 707 1240
Percent 36.2% 63.8% 36.5% 63.5% 36.3% 63.7%
ADT ADT 1,947 AADT 1,947

Page 1 ends

Michillinda Avenue Btwn
Sierra Madre Blvd & North City Limit

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/17/2025 North Hour Totals South Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 26 7 51
12:15 3 26 0 53
12:30 2 26 1 46
12:45 2 21 13 99 2 40 10 190 23 289
01:00 3 36 3 47
01:15 1 33 4 33
01:30 5 15 4 40
01:45 2 33 11 117 2 51 13 171 24 288
02:00 3 25 3 38
02:15 2 35 1 43
02:30 1 30 1 25
02:45 1 38 7 128 1 42 6 148 13 276
03:00 0 35 1 45
03:15 0 42 4 45
03:30 1 20 1 46
03:45 1 29 2 126 1 44 7 180 9 306
04:00 0 36 0 41
04:15 0 38 0 44
04:30 2 35 3 52
04:45 1 45 3 154 0 45 3 182 6 336
05:00 2 28 2 58
05:15 0 34 2 45
05:30 1 35 4 51
05:45 4 28 7 125 5 47 13 201 20 326
06:00 1 21 7 43
06:15 11 28 4 37
06:30 2 17 7 35
06:45 8 18 22 84 10 44 28 159 50 243
07:00 4 17 11 32
07:15 9 18 16 33
07:30 10 22 16 27
07:45 21 18 44 75 18 30 61 122 105 197
08:00 15 20 20 27
08:15 17 16 29 38
08:30 10 21 35 22
08:45 25 12 67 69 35 24 119 111 186 180
09:00 19 19 38 28
09:15 13 7 45 25
09:30 30 12 45 19
09:45 25 12 87 50 52 14 180 86 267 136
10:00 28 13 39 15
10:15 17 6 37 10
10:30 27 11 50 16
10:45 24 12 96 42 46 10 172 51 268 93
11:00 36 12 41 7
11:15 24 6 54 8
11:30 28 6 39 2
11:45 30 3 118 27 52 7 186 24 304 51
Total 477 1096 798 1625 1275 2721
Percent 30.3% 69.7% 32.9% 67.1% 31.9% 68.1%
Grand
Total 477 1096 798 1625 1275 2721
Percent 30.3% 69.7% 32.9% 67.1% 31.9% 68.1%
ADT ADT 3,996 AADT 3,996

Page 1 ends

Michillinda Avenue Btwn
Sierra Madre Blvd & Orange Grove Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/17/2025 North Hour Totals South Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 19 76 5 122
12:15 16 72 5 123
12:30 12 88 8 120
12:45 6 75 53 311 0 139 18 504 71 815
01:00 6 76 4 135
01:15 3 99 0 137
01:30 2 94 4 123
01:45 4 97 15 366 4 118 12 513 27 879
02:00 7 100 2 126
02:15 2 79 5 156
02:30 3 88 3 133
02:45 4 106 16 373 2 144 12 559 28 932
03:00 3 96 2 154
03:15 0 89 0 126
03:30 3 71 4 128
03:45 2 70 8 326 1 147 7 555 15 881
04:00 2 95 1 142
04:15 1 73 5 134
04:30 2 96 2 125
04:45 3 106 8 370 2 129 10 530 18 900
05:00 3 102 12 107
05:15 0 92 6 125
05:30 9 114 17 114
05:45 17 93 29 401 17 124 52 470 81 871
06:00 11 79 13 116
06:15 9 76 21 85
06:30 16 53 29 62
06:45 18 58 54 266 31 70 94 333 148 599
07:00 16 65 45 43
07:15 24 55 51 53
07:30 33 51 57 66
07:45 50 46 123 217 50 54 203 216 326 433
08:00 66 38 72 41
08:15 61 53 73 64
08:30 55 34 78 57
08:45 73 27 255 152 95 60 318 222 573 374
09:00 57 44 97 52
09:15 59 46 103 38
09:30 78 44 119 37
09:45 70 35 264 169 110 37 429 164 693 333
10:00 85 36 88 20
10:15 81 37 93 10
10:30 70 27 111 23
10:45 78 35 314 135 99 30 391 83 705 218
11:00 88 24 124 15
11:15 93 22 114 12
11:30 77 24 92 16
11:45 72 22 330 92 138 0 468 43 798 135
Total 1469 3178 2014 4192 3483 7370
Percent 31.6% 68.4% 32.5% 67.5% 32.1% 67.9%
Grand
Total 1469 3178 2014 4192 3483 7370
Percent 31.6% 68.4% 32.5% 67.5% 32.1% 67.9%
ADT ADT 10,853 AADT 10,853

Page 1 ends

Mountain Trail Avenue Btwn
Sierra Madre Blvd & Mira Monte Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/17/2025 North Hour Totals South Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 19 1 22
12:15 2 26 1 23
12:30 9 20 1 30
12:45 2 28 13 93 1 30 4 105 17 198
01:00 3 25 0 20
01:15 0 18 0 23
01:30 2 16 2 18
01:45 1 21 6 80 1 26 3 87 9 167
02:00 0 13 0 21
02:15 4 31 0 29
02:30 0 16 0 17
02:45 1 17 5 77 0 22 0 89 5 166
03:00 1 17 0 18
03:15 1 16 0 22
03:30 0 21 0 20
03:45 0 15 2 69 2 15 2 75 4 144
04:00 0 13 0 21
04:15 0 12 2 19
04:30 0 18 1 23
04:45 1 27 1 70 0 25 3 88 4 158
05:00 1 14 4 20
05:15 1 14 2 14
05:30 2 22 1 12
05:45 2 23 6 73 2 25 9 71 15 144
06:00 0 16 2 11
06:15 3 21 3 28
06:30 0 17 8 20
06:45 5 15 8 69 10 18 23 77 31 146
07:00 6 13 7 8
07:15 8 19 12 11
07:30 7 8 10 12
07:45 9 14 30 54 16 9 45 40 75 94
08:00 7 10 12 8
08:15 6 12 12 10
08:30 12 9 18 5
08:45 12 13 37 44 26 2 68 25 105 69
09:00 16 11 21 9
09:15 12 10 22 9
09:30 16 4 26 3
09:45 15 14 59 39 40 9 109 30 168 69
10:00 18 5 27 5
10:15 15 8 27 5
10:30 22 13 27 3
10:45 20 4 75 30 28 10 109 23 184 53
11:00 19 4 33 3
11:15 25 5 21 1
11:30 23 4 21 1
11:45 12 2 79 15 20 0 95 5 174 20
Total 321 713 470 715 791 1428
Percent 31.0% 69.0% 39.7% 60.3% 35.6% 64.4%
Grand
Total 321 713 470 715 791 1428
Percent 31.0% 69.0% 39.7% 60.3% 35.6% 64.4%
ADT ADT 2,219 AADT 2,219

Page 1 ends

Mountain Trail Avenue Btwn
Sierra Madre Blvd & Orange Grove Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/17/2025 North Hour Totals South Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 30 1 31
12:15 4 38 2 48
12:30 7 30 3 30
12:45 2 39 15 137 2 42 8 151 23 288
01:00 4 35 0 35
01:15 2 30 0 41
01:30 3 27 4 34
01:45 2 33 11 125 0 36 4 146 15 271
02:00 0 26 0 34
02:15 5 36 0 42
02:30 2 25 1 27
02:45 1 40 8 127 1 36 2 139 10 266
03:00 1 30 0 41
03:15 1 17 0 29
03:30 1 32 0 36
03:45 0 27 3 106 1 22 1 128 4 234
04:00 0 27 0 27
04:15 1 19 2 27
04:30 0 23 2 37
04:45 1 33 2 102 1 31 5 122 7 224
05:00 1 26 5 34
05:15 2 24 3 30
05:30 4 26 5 20
05:45 3 30 10 106 4 39 17 123 27 229
06:00 3 27 2 26
06:15 3 26 3 36
06:30 0 19 10 31
06:45 12 24 18 96 11 22 26 115 44 211
07:00 11 18 13 17
07:15 8 22 14 22
07:30 15 11 20 15
07:45 19 23 53 74 25 14 72 68 125 142
08:00 12 13 28 11
08:15 16 18 19 19
08:30 18 16 35 9
08:45 21 19 67 66 35 8 117 47 184 113
09:00 17 15 43 14
09:15 20 17 37 13
09:30 22 10 36 6
09:45 20 15 79 57 55 10 171 43 250 100
10:00 25 7 37 8
10:15 23 13 38 6
10:30 29 17 38 4
10:45 35 5 112 42 39 10 152 28 264 70
11:00 26 8 44 4
11:15 36 10 34 3
11:30 28 5 41 3
11:45 21 5 111 28 25 0 144 10 255 38
Total 489 1066 719 1120 1208 2186
Percent 31.4% 68.6% 39.1% 60.9% 35.6% 64.4%
Grand
Total 489 1066 719 1120 1208 2186
Percent 31.4% 68.6% 39.1% 60.9% 35.6% 64.4%
ADT ADT 3,394 AADT 3,394

Page 1 ends

Orange Grove Avenue Btwn
Baldwin Avenue & Michillinda Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/17/2025 East Hour Totals West Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 57 2 64
12:15 5 52 8 49
12:30 6 58 1 68
12:45 2 69 14 236 1 58 12 239 26 475
01:00 4 63 6 83
01:15 3 70 1 68
01:30 0 65 2 78
01:45 1 64 8 262 0 56 9 285 17 547
02:00 2 54 0 72
02:15 2 63 2 75
02:30 2 64 1 58
02:45 0 81 6 262 0 58 3 263 9 525
03:00 3 58 1 54
03:15 0 64 0 58
03:30 1 66 0 69
03:45 0 81 4 269 0 59 1 240 5 509
04:00 0 74 0 74
04:15 0 83 0 72
04:30 1 54 1 65
04:45 4 64 5 275 1 84 2 295 7 570
05:00 1 67 1 84
05:15 2 61 2 51
05:30 3 56 3 48
05:45 4 40 10 224 4 44 10 227 20 451
06:00 2 40 2 53
06:15 4 43 8 41
06:30 3 43 5 42
06:45 7 36 16 162 5 33 20 169 36 331
07:00 11 25 9 46
07:15 15 28 18 25
07:30 12 20 17 27
07:45 16 23 54 96 16 17 60 115 114 211
08:00 22 15 32 17
08:15 19 25 33 21
08:30 32 20 35 16
08:45 27 16 100 76 27 12 127 66 227 142
09:00 33 19 36 15
09:15 39 19 44 13
09:30 26 10 45 16
09:45 44 17 142 65 37 12 162 56 304 121
10:00 42 9 43 12
10:15 36 7 45 12
10:30 43 11 51 11
10:45 46 10 167 37 47 6 186 41 353 78
11:00 48 3 67 4
11:15 44 7 58 3
11:30 48 4 59 4
11:45 54 7 194 21 64 5 248 16 442 37
Total 720 1985 840 2012 1560 3997
Percent 26.6% 73.4% 29.5% 70.5% 28.1% 71.9%
Grand
Total 720 1985 840 2012 1560 3997
Percent 26.6% 73.4% 29.5% 70.5% 28.1% 71.9%
ADT ADT 5,557 AADT 5,557

Page 1 ends

Orange Grove Avenue Btwn
Baldwin Avenue & East City Limit

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/17/2025 East Hour Totals West Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 46 1 30
12:15 1 39 4 30
12:30 3 40 2 35
12:45 2 32 9 157 3 26 10 121 19 278
01:00 1 35 5 34
01:15 1 41 2 27
01:30 0 30 0 32
01:45 2 50 4 156 2 42 9 135 13 291
02:00 1 52 0 35
02:15 2 55 0 28
02:30 1 53 0 35
02:45 1 67 5 227 0 30 0 128 5 355
03:00 1 49 1 31
03:15 1 53 0 28
03:30 0 53 0 33
03:45 0 52 2 207 0 34 1 126 3 333
04:00 0 49 0 23
04:15 0 66 0 26
04:30 0 50 0 36
04:45 3 53 3 218 0 46 0 131 3 349
05:00 2 48 2 45
05:15 2 56 2 37
05:30 4 45 1 33
05:45 1 53 9 202 5 35 10 150 19 352
06:00 4 25 0 30
06:15 3 24 3 16
06:30 8 23 7 21
06:45 6 13 21 85 12 9 22 76 43 161
07:00 6 17 4 10
07:15 13 12 10 16
07:30 17 9 11 18
07:45 17 11 53 49 11 14 36 58 89 107
08:00 15 8 20 9
08:15 16 12 18 6
08:30 19 5 22 6
08:45 24 6 74 31 20 7 80 28 154 59
09:00 27 8 22 8
09:15 29 7 20 13
09:30 18 6 23 8
09:45 37 7 111 28 28 5 93 34 204 62
10:00 26 4 25 4
10:15 27 5 19 4
10:30 31 6 23 3
10:45 23 1 107 16 20 2 87 13 194 29
11:00 34 7 35 3
11:15 36 4 40 7
11:30 35 3 26 2
11:45 41 7 146 21 35 6 136 18 282 39
Total 544 1397 484 1018 1028 2415
Percent 28.0% 72.0% 32.2% 67.8% 29.9% 70.1%
Grand
Total 544 1397 484 1018 1028 2415
Percent 28.0% 72.0% 32.2% 67.8% 29.9% 70.1%
ADT ADT 3,443 AADT 3,443

Page 1 ends

Santa Anita Avenue Btwn
Grand View Avenue & Arno Drive

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/17/2025 North Hour Totals South Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 14 0 20
12:15 0 28 2 27
12:30 0 18 3 20
12:45 0 10 0 70 2 28 7 95 7 165
01:00 0 14 0 22
01:15 0 19 1 20
01:30 0 11 0 30
01:45 4 12 4 56 1 23 2 95 6 151
02:00 0 15 0 25
02:15 3 14 0 28
02:30 0 13 0 22
02:45 0 13 3 55 0 29 0 104 3 159
03:00 0 10 0 19
03:15 0 15 0 19
03:30 0 14 0 22
03:45 0 13 0 52 0 21 0 81 0 133
04:00 0 9 0 29
04:15 0 18 2 24
04:30 0 12 3 23
04:45 3 10 3 49 1 25 6 101 9 150
05:00 9 13 0 18
05:15 7 6 5 21
05:30 13 9 8 14
05:45 30 12 59 40 6 15 19 68 78 108
06:00 20 11 7 12
06:15 20 8 7 24
06:30 22 11 6 20
06:45 28 6 90 36 8 19 28 75 118 111
07:00 27 5 6 16
07:15 24 9 7 9
07:30 31 10 12 6
07:45 27 6 109 30 13 4 38 35 147 65
08:00 14 5 9 6
08:15 21 0 9 8
08:30 11 5 8 2
08:45 20 1 66 11 9 5 35 21 101 32
09:00 11 4 14 3
09:15 9 3 14 2
09:30 12 1 16 1
09:45 18 2 50 10 10 0 54 6 104 16
10:00 24 2 13 1
10:15 18 3 20 2
10:30 28 3 18 2
10:45 18 0 88 8 19 1 70 6 158 14
11:00 7 0 20 1
11:15 20 2 20 1
11:30 17 0 22 0
11:45 19 1 63 3 13 0 75 2 138 5
Total 535 420 334 689 869 1109
Percent 56.0% 44.0% 32.6% 67.4% 43.9% 56.1%
Grand
Total 535 420 334 689 869 1109
Percent 56.0% 44.0% 32.6% 67.4% 43.9% 56.1%
ADT ADT 1,978 AADT 1,978

Page 1 ends

Sierra Madre Boulevard Btwn
Lima Street & Michillinda Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/17/2025 East Hour Totals West Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 12 76 3 69
12:15 5 99 4 46
12:30 7 67 5 75
12:45 6 89 30 331 2 59 14 249 44 580
01:00 3 87 2 58
01:15 2 85 2 56
01:30 1 78 1 54
01:45 3 91 9 341 2 50 7 218 16 559
02:00 1 83 2 53
02:15 1 72 0 51
02:30 1 77 1 70
02:45 1 100 4 332 2 53 5 227 9 559
03:00 4 81 0 44
03:15 1 82 0 57
03:30 1 77 2 55
03:45 1 74 7 314 1 47 3 203 10 517
04:00 1 75 0 49
04:15 2 81 0 63
04:30 1 65 2 54
04:45 1 69 5 290 3 61 5 227 10 517
05:00 4 75 1 57
05:15 1 56 3 49
05:30 5 75 4 41
05:45 6 63 16 269 4 52 12 199 28 468
06:00 11 54 5 34
06:15 10 76 5 31
06:30 9 35 7 45
06:45 19 66 49 231 11 26 28 136 77 367
07:00 11 47 10 34
07:15 15 44 16 28
07:30 25 42 20 27
07:45 38 25 89 158 28 17 74 106 163 264
08:00 37 33 25 26
08:15 39 38 28 18
08:30 38 24 34 32
08:45 56 32 170 127 49 30 136 106 306 233
09:00 39 25 36 27
09:15 49 25 46 20
09:30 60 25 52 10
09:45 69 21 217 96 35 15 169 72 386 168
10:00 81 11 49 18
10:15 52 15 50 11
10:30 66 13 50 11
10:45 78 11 277 50 49 9 198 49 475 99
11:00 89 6 37 15
11:15 84 10 67 11
11:30 74 12 48 11
11:45 97 10 344 38 53 12 205 49 549 87
Total 1217 2577 856 1841 2073 4418
Percent 32.1% 67.9% 31.7% 68.3% 31.9% 68.1%
Grand
Total 1217 2577 856 1841 2073 4418
Percent 32.1% 67.9% 31.7% 68.3% 31.9% 68.1%
ADT ADT 6,491 AADT 6,491

Page 1 ends

Sierra Madre Boulevard Btwn
Baldwin Avenue & Lima Street

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/17/2025 East Hour Totals West Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 9 75 1 78
12:15 4 97 6 63
12:30 5 83 2 61
12:45 5 108 23 363 0 66 9 268 32 631
01:00 1 86 3 62
01:15 1 90 0 55
01:30 2 76 3 57
01:45 5 97 9 349 0 55 6 229 15 578
02:00 0 81 3 70
02:15 1 68 0 49
02:30 3 82 0 63
02:45 1 84 5 315 2 63 5 245 10 560
03:00 3 82 0 62
03:15 0 78 3 48
03:30 1 79 0 53
03:45 1 72 5 311 0 46 3 209 8 520
04:00 0 73 0 34
04:15 1 76 0 49
04:30 0 68 2 52
04:45 0 66 1 283 1 72 3 207 4 490
05:00 4 69 2 53
05:15 1 60 6 47
05:30 1 58 10 45
05:45 6 53 12 240 8 57 26 202 38 442
06:00 8 41 8 41
06:15 8 60 8 40
06:30 10 52 7 40
06:45 17 48 43 201 13 41 36 162 79 363
07:00 17 52 20 41
07:15 15 45 18 31
07:30 18 46 26 27
07:45 38 29 88 172 31 23 95 122 183 294
08:00 27 32 36 26
08:15 30 37 35 25
08:30 35 31 37 31
08:45 62 28 154 128 44 35 152 117 306 245
09:00 48 28 54 23
09:15 59 24 54 21
09:30 52 21 72 7
09:45 61 24 220 97 55 16 235 67 455 164
10:00 67 28 47 15
10:15 47 8 62 6
10:30 67 20 52 8
10:45 70 11 251 67 50 7 211 36 462 103
11:00 89 11 63 12
11:15 92 12 57 9
11:30 68 9 61 6
11:45 92 11 341 43 70 8 251 35 592 78
Total 1152 2569 1032 1899 2184 4468
Percent 31.0% 69.0% 35.2% 64.8% 32.8% 67.2%
Grand
Total 1152 2569 1032 1899 2184 4468
Percent 31.0% 69.0% 35.2% 64.8% 32.8% 67.2%
ADT ADT 6,652 AADT 6,652

Page 1 ends

Sierra Madre Boulevard Btwn
Baldwin Avenue & East City Limit

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/17/2025 East Hour Totals West Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 49 1 60
12:15 8 46 3 59
12:30 3 39 4 44
12:45 2 53 17 187 1 70 9 233 26 420
01:00 0 61 3 80
01:15 0 50 0 50
01:30 0 43 0 61
01:45 4 44 4 198 0 58 3 249 7 447
02:00 0 43 2 60
02:15 1 45 2 57
02:30 0 42 0 61
02:45 0 49 1 179 1 67 5 245 6 424
03:00 1 43 0 66
03:15 0 54 1 64
03:30 0 50 0 52
03:45 0 35 1 182 0 51 1 233 2 415
04:00 0 30 1 46
04:15 0 34 0 39
04:30 0 36 0 36
04:45 0 44 0 144 2 56 3 177 3 321
05:00 2 37 4 39
05:15 2 37 6 42
05:30 2 29 7 44
05:45 2 34 8 137 3 39 20 164 28 301
06:00 4 41 1 33
06:15 5 25 8 33
06:30 5 44 8 26
06:45 15 29 29 139 12 29 29 121 58 260
07:00 8 35 15 29
07:15 8 24 14 24
07:30 11 18 23 15
07:45 26 23 53 100 38 22 90 90 143 190
08:00 27 14 31 12
08:15 19 30 37 13
08:30 21 18 35 14
08:45 36 14 103 76 53 29 156 68 259 144
09:00 31 11 49 20
09:15 31 12 53 13
09:30 36 9 74 8
09:45 47 11 145 43 46 4 222 45 367 88
10:00 39 10 46 6
10:15 35 6 51 4
10:30 35 13 44 10
10:45 45 8 154 37 54 5 195 25 349 62
11:00 41 9 63 9
11:15 38 9 50 5
11:30 37 6 59 4
11:45 38 4 154 28 59 3 231 21 385 49
Total 669 1450 964 1671 1633 3121
Percent 31.6% 68.4% 36.6% 63.4% 34.4% 65.6%
Grand
Total 669 1450 964 1671 1633 3121
Percent 31.6% 68.4% 36.6% 63.4% 34.4% 65.6%
ADT ADT 4,754 AADT 4,754

Page 1 ends

Sunnyside Avenue Btwn
Sierra Madre Blvd & North City Limit

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/17/2025 North Hour Totals South Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 6 0 8
12:15 0 8 0 5
12:30 0 5 0 2
12:45 1 11 2 30 0 1 0 16 2 46
01:00 1 9 0 8
01:15 0 3 0 7
01:30 0 3 0 4
01:45 0 4 1 19 0 5 0 24 1 43
02:00 0 13 0 3
02:15 1 11 0 4
02:30 0 6 0 4
02:45 0 4 1 34 0 10 0 21 1 55
03:00 0 6 0 5
03:15 0 4 0 2
03:30 0 5 0 5
03:45 1 9 1 24 0 5 0 17 1 41
04:00 1 5 0 3
04:15 0 5 0 5
04:30 0 9 0 6
04:45 0 5 1 24 0 8 0 22 1 46
05:00 0 10 0 4
05:15 1 3 1 3
05:30 0 1 1 6
05:45 2 7 3 21 2 7 4 20 7 41
06:00 0 2 1 7
06:15 2 3 0 6
06:30 2 4 1 4
06:45 0 3 4 12 0 1 2 18 6 30
07:00 1 1 1 2
07:15 0 3 2 1
07:30 1 6 0 2
07:45 2 0 4 10 2 0 5 5 9 15
08:00 6 4 1 2
08:15 2 2 1 0
08:30 2 4 2 3
08:45 6 3 16 13 7 6 11 11 27 24
09:00 4 1 0 2
09:15 8 0 5 1
09:30 4 1 2 3
09:45 3 3 19 5 6 0 13 6 32 11
10:00 2 2 7 1
10:15 3 1 2 1
10:30 6 1 4 2
10:45 2 1 13 5 5 0 18 4 31 9
11:00 6 2 0 1
11:15 13 3 7 0
11:30 4 0 5 0
11:45 6 0 29 5 2 0 14 1 43 6
Total 94 202 67 165 161 367
Percent 31.8% 68.2% 28.9% 71.1% 30.5% 69.5%
Grand
Total 94 202 67 165 161 367
Percent 31.8% 68.2% 28.9% 71.1% 30.5% 69.5%
ADT ADT 528 AADT 528

Page 1 ends

Sunnyside Avenue Btwn
Sierra Madre Blvd & Orange Grove Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/17/2025 North Hour Totals South Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 6 0 9
12:15 0 5 1 11
12:30 0 5 0 13
12:45 1 12 1 28 0 6 1 39 2 67
01:00 0 9 0 10
01:15 1 7 0 5
01:30 0 9 0 7
01:45 0 12 1 37 0 10 0 32 1 69
02:00 0 9 0 4
02:15 0 5 0 8
02:30 1 10 0 6
02:45 0 6 1 30 0 12 0 30 1 60
03:00 0 11 0 8
03:15 0 6 0 10
03:30 0 11 0 3
03:45 0 6 0 34 0 10 0 31 0 65
04:00 0 2 0 4
04:15 0 7 0 11
04:30 0 4 0 5
04:45 0 10 0 23 2 11 2 31 2 54
05:00 0 6 0 9
05:15 0 6 1 13
05:30 0 6 3 5
05:45 1 3 1 21 1 12 5 39 6 60
06:00 1 4 0 4
06:15 1 4 2 6
06:30 0 8 2 5
06:45 2 3 4 19 5 1 9 16 13 35
07:00 0 4 2 5
07:15 0 4 3 2
07:30 1 5 1 2
07:45 2 9 3 22 7 6 13 15 16 37
08:00 3 1 2 2
08:15 4 3 2 1
08:30 4 3 5 2
08:45 3 4 14 11 3 3 12 8 26 19
09:00 4 2 4 4
09:15 3 5 3 3
09:30 6 3 7 3
09:45 7 3 20 13 5 2 19 12 39 25
10:00 3 2 7 3
10:15 3 1 6 1
10:30 7 6 9 2
10:45 9 3 22 12 9 2 31 8 53 20
11:00 7 0 11 2
11:15 11 1 8 3
11:30 3 2 9 3
11:45 7 0 28 3 9 1 37 9 65 12
Total 95 253 129 270 224 523
Percent 27.3% 72.7% 32.3% 67.7% 30.0% 70.0%
Grand
Total 95 253 129 270 224 523
Percent 27.3% 72.7% 32.3% 67.7% 30.0% 70.0%
ADT ADT 747 AADT 747

Page 1 ends

Woodland Drive Btwn
Sturtevant Drive & North City Limit

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/17/2025 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 3 1 7
12:15 0 8 0 7
12:30 2 8 0 6
12:45 0 3 4 22 1 5 2 25 6 47
01:00 1 5 0 4
01:15 0 6 0 6
01:30 0 1 1 1
01:45 0 4 1 16 0 4 1 15 2 31
02:00 0 5 0 2
02:15 0 3 1 4
02:30 0 2 0 3
02:45 0 3 0 13 0 1 1 10 1 23
03:00 0 2 0 7
03:15 0 3 1 4
03:30 1 4 0 3
03:45 0 1 1 10 1 5 2 19 3 29
04:00 0 4 0 4
04:15 0 3 1 0
04:30 0 1 1 2
04:45 1 3 1 11 1 1 3 7 4 18
05:00 0 2 2 1
05:15 0 4 1 5
05:30 1 7 5 7
05:45 0 3 1 16 3 4 11 17 12 33
06:00 0 10 2 4
06:15 1 6 7 6
06:30 3 5 5 2
06:45 0 7 4 28 4 6 18 18 22 46
07:00 0 6 2 8
07:15 2 6 2 1
07:30 1 6 3 3
07:45 2 7 5 25 6 3 13 15 18 40
08:00 3 5 6 3
08:15 2 5 5 2
08:30 1 7 5 2
08:45 3 7 9 24 6 4 22 11 31 35
09:00 4 2 7 1
09:15 3 4 6 1
09:30 2 4 6 4
09:45 4 6 13 16 7 4 26 10 39 26
10:00 5 5 13 3
10:15 1 4 5 4
10:30 6 5 6 3
10:45 4 4 16 18 5 1 29 11 45 29
11:00 2 0 5 2
11:15 2 2 7 2
11:30 7 4 6 3
11:45 2 2 13 8 9 1 27 8 40 16
Total 68 207 155 166 223 373
Percent 24.7% 75.3% 48.3% 51.7% 37.4% 62.6%
Grand
Total 68 207 155 166 223 373
Percent 24.7% 75.3% 48.3% 51.7% 37.4% 62.6%
ADT ADT 596 AADT 596

MA R C H
Sierra Madre Traffic Study
City of Sierra Madre
Traffic Study and On-Street
Parking Management Plan on
West Grand View Avenue
July 2025
Sierra Madre Traffic Study
Table of Contents
Executive Summary ............................................................................................................... 2 Fairview Avenue and North Sunnyside Avenue....................................................................... 4 South Sunnyside Avenue and Mariposa Avenue ..................................................................... 9 North Michillinda Avenue and West Grand Avenue.............................................................. 14 East Grand View Avenue and North Canon Avenue ...............................................................19 West Grand View Avenue and Wilson Street.........................................................................24 West Montecito Avenue and North Michillinda Avenue ........................................................29 West Grand View Avenue Parking Analysis............................................................................34 Tables
Table 1 (Existing Parking Restrictions) ...................................................................................34 Table 2 (Average Occupancy) ................................................................................................35 Attachments
Attachment A – 24 Hour Vehicle Counts (ADT)
Attachment B – Peak Hour Turning Movement, Bike, and Pedestrian Counts Attachment C – All-Way Stop Warrant Sheets
Attachment D – Parking Occupancy Survey
Sierra Madre Traffic Study
2 Executive Summary
Willdan Engineering was asked to conduct studies on six intersections and evaluate the need for all-way stop control and pedestrian and bicycle safety enhancements. The analysis was based on the applicable California Manual on Uniform Traffic Control Devices’ warrants, observations of data and engineering judgement. Average Daily Traffic (ADT) and peak hour vehicle turning movement, pedestrian, and bike counts were taken at all six intersections for the study. Additionally, the collision history from California’s Statewide Integrated Traffic Records System (SWITRS) database from May 5, 2020 through January 28, 2025 was reviewed for each intersection to determine the crash history.

Intersection Analysis
The findings for each intersection are summarized as follows:

1. Fairview Avenue and North Sunnyside Avenue - The vehicle, pedestrian, and bicycle data show very low volumes at this intersection. Additionally, a review of the collision history indicated that there have not been any collisions at the intersection. The intersection did not meet the warrants for an all-way stop. The data also does not support the installation of a marked crosswalk or Rectangular Rapid Flash Beacons (RRFBs). Therefore, it is recommended that the intersection remain as is and that no further traffic controls be implemented.

2. South Sunnyside Avenue and Mariposa Avenue - The vehicle, pedestrian, and bicycle data show very low volumes at this intersection. Additionally, a review of the collision history indicated that there have not been any collisions at the intersection. The intersection did not meet the warrants for an all-way stop.

The data also does not support the installation of a marked crosswalk or Rectangular Rapid Flash Beacons (RRFBs). However, the data indicated that Sunnyside Avenue is the higher volume street, and it is stop-controlled. It is recommended that the stop control at the intersection be moved to the east-west street Mariposa Avenue.

3. North Michillinda Avenue and West Grand View Avenue (shared with the City of Pasadena) - The vehicle, pedestrian, and bicycle data show low volumes at this intersection. Additionally, a review of the collision history indicated that there have not been any collisions at the intersection that would be corrected by all-way stop.

The intersection did not meet the warrants for an all-way stop. Although there is a private school located adjacent to the intersection, the data does not support the installation of a marked crosswalk or Rectangular Rapid Flash Beacons (RRFBs).

Therefore, it is recommended that the intersection remain as is and that no further traffic controls be implemented.

4. East Grand View Avenue and North Canon Avenue - The vehicle, pedestrian, and bicycle data show low volumes at this intersection. Additionally, a review of the collision history indicated that there has been one collision at the intersection Sierra Madre Traffic Study
3 that would be corrected by all-way stop. The intersection did not meet the warrants for an all-way stop. The number of school aged pedestrians recorded in the counts did not meet the generally accepted warrants for Rectangular Rapid Flash Beacons (RRFBs), despite the existing school south of the intersection.

However, since the existing crosswalk is being used by school children, it is recommended that the existing painted crosswalk be converted to a high-visibility crosswalk and that the pedestrian ramps be upgraded to current Americans with Disabilities (ADA) standards.

5. West Grand View Avenue and Wilson Street - The vehicle, pedestrian, and bicycle data show low volumes at this intersection. Additionally, a review of the collision history indicated that there have not been any collisions at the intersection that would be corrected by all-way stop. The intersection did not meet the warrants for an all-way stop. Although there is a private school located adjacent to the intersection, the data does not support the installation of a marked crosswalk or Rectangular Rapid Flash Beacons (RRFBs). Therefore, it is recommended that the intersection remain as is and that no further traffic controls be implemented.

6. Michillinda Avenue and Valley View Street/Montecito Avenue (shared with the City of Pasadena) - The vehicle volumes on Valley View Street/Montecito Avenue and the pedestrian and bicycle data for the intersection are low.

Additionally, there have been no collisions at the intersection in the records since May 5, 2020 that would be corrected by the installation of an all-way stopcontrolled intersection. The intersection did not meet the warrants for an all-way stop. The data also does not support the installation of a marked crosswalk or Rectangular Rapid Flash Beacons (RRFBs). Therefore, it is recommended that the intersection remain as is and that no further traffic controls be implemented.

West Grand View Avenue Parking Analysis
The parking demand on West Grand View Avenue between Michillinda Avenue and North Baldwin Avenue was analyzed to determine the feasibility of installing “No Parking” along one side of the street on this segment. Data was collected to determine the parking occupancy along West Grand View Avenue during the peak hours on a typical weekday and weekend. The result of calculating the average parking occupancy for the north and south sides of the street segment for both the weekday and weekend indicated that there is less parking demand on the south side of the street. It was determined in the study that parking restrictions should be implemented during peak traffic periods only.

Therefore, it is recommended that parking restrictions be implemented for peak traffic hours along the south side of West Grand Avenue between Michillinda Avenue and North Baldwin Avenue on Monday through Friday to address circulation issues.

Sierra Madre Traffic Study
4 Fairview Avenue and North Sunnyside Avenue
The intersection of Fairview Avenue and North Sunnyside Avenue has stop controls for eastbound and westbound Fairview Avenue. North Sunnyside Avenue has no controls.

There are also no marked crosswalks. An All-Way Stop Warrant analysis for the intersection was conducted for this study. Additionally, the data was analyzed to see if a marked crosswalk or Rapid Rectangular Flashing Beacon (RRFB) should be installed if an all-way stop was not warranted. This analysis is based on the combination of the existing traffic conditions at the intersectioNn and on traffic signal guidelines presented in the 2014 California Manual on Uniform Traffic Control Devices (CA MUTCD) Revision 9 dated April 1, 2025.

North Sunnyside Avenue is
designated as a Major Collector in the
Sierra Madre General Plan. North
Sunnyside Avenue is approximately
40 feet wide, and parking is
unrestricted on either side. The
posted speed limit is 30 mph.

Fairview Avenue is a Local Street and
is approximately 36 feet. Parking is
unrestricted on either side and there
is no posted speed limit.

Traffic Collision History
A review of reported accident history from California’s Statewide Integrated Traffic Records System (SWITRS) database from May 5, 2020 through January 28, 2025 indicated there were no collisions at or within 50 feet of the study intersection within a 12 month period.

Traffic Volume
Twenty-four (24) hour approach counts were collected on Sunnyside Avenue at Fairview Avenue. These counts were taken on Thursday May 22, 2025. The following tables summarize the data collected:

N
Fairview Ave
Sunnyside Ave
Sierra Madre Traffic Study
5 Sunnyside Avenue Approach
Volume
AM Peak
Hour
PM Peak
Hour
North Approach (Southbound) 183 14 (9:15) 20 (2:15)
South Approach (Northbound) 238 22 (11:00) 25 (12:00)
Fairview Avenue Approach
Volume
AM Peak
Hour
PM Peak
Hour
East Approach (Westbound) 322 44 (7:15) 24 (4:45)
West Approach (Eastbound) 372 27 (10:45) 33 (12:15)
Attachment A provides the traffic volume data sheets collected for the study intersection Pedestrian Volume
Turning movement counts with pedestrians and bicycles were collected at the intersection of Sunnyside Avenue and Fairview Avenue. The counts were taken on Thursday May 22, 2025, between 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM. The following table summarizes the pedestrian and bike data collected:

Pedestrian Volumes
Intersection Crossing Peak
Hour
Pedestrian
Volume
East Leg (Fairview) 8:15 AM 7
West Leg (Fairview) 6:00 PM 6
North Leg (Sunnyside) 6:00 PM 4
South Leg (Sunnyside) 8:15 AM 2
Bike Volumes
Intersection Crossing Peak
Hour Bike Volume
Northbound (Sunnyside) 8:15 AM 1
Southbound (Sunnyside) 6:00 PM 1
Eastbound (Fairview) 6:00 PM 1
Westbound (Fairview) 8:15 AM 1
Sierra Madre Traffic Study
6 Attachment B provides the peak hour pedestrian volume data sheets collected for the study intersection.

All Way Stop Warrant
The installation of multi-way or all-way stop signs is based on guidelines in the CA MUTCD, Chapter 2, Section 2B.07. These guidelines, or warrants, consider the most recent reported collision history and traffic volumes entering the intersection, to justify the installation of “Stop” signs. We will use these CA MUTCD warrants to evaluate the need for “Stop” sign(s) at the respective intersection.
“Stop” control is intended to assign positive right-of-way at intersections. The control is usually established on the street with the least volume of traffic. Additional control, beyond the basic right-of-way assignment, is usually reserved for those locations where the volume of traffic on the minor street exceeds 200 vehicles per hour (vph) for any eight hours of an average day. Intersecting streets that have about the same amount of traffic, lend credibility to the higher level of intersection control. Without credibility, voluntary compliance is poor and without voluntary compliance, traffic safety is severely compromised.

The table below summarizes the CA-MUTCD Multi-Way Stop guidelines (Attachment C) as applied to the study intersection. The Multi-Way stop control criteria applied to the intersection of Fairview Avenue and North Sunnyside Avenue were not satisfied as shown below:

CA-MUTCD Guidelines Result
A. Traffic Signal – Where traffic control signals are justified, the multi-way stop is an interim measure that can be installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal.

Not
Satisfied
The peak hour traffic signal warrant is met for this location.

B. Collisions – Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation.

Such crashes include right-turn and left-turn collisions as well as right-angle collisions. Not
Satisfied
There were no reported collisions in a recent 12-month time period.

Sierra Madre Traffic Study
7 CA-MUTCD Guidelines Result
C. Minimum Volume and Delay

1. The vehicular volume entering the intersection from the major street approaches (total of both approaches)
averages at least 300 vehicles per hour (vph) for any 8 hours of an average day;

2. The combined vehicular, pedestrian, and bicycle volume entering the intersection from the minor street approaches (total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay to minorstreet vehicular traffic of at least 30 seconds per vehicle during the highest hour.

Not
Street Satisfied
Min
Volume 80% Avg. Hour / Volume
7 AM 8 AM 9 AM 11 AM 12 PM 3 PM 4 PM 5PM
Major 300 168 51 58 61 50 46 50 49 44 51
Minor 200 112 31 24 31 25 33 42 36 22 36
The number of vehicles entering the intersection from both the major and the minor streets averages 51 vph and 31 vph respectively, on an average day. The major street does not satisfy the minimum average volume of 210 vph and the minor street does not satisfy the minimum average volume of 140 vph for the eight highest hours. For these reasons, the vehicular volume warrant is not satisfied.

D. 80% Volumes, Delays and Crashes if no single warrant is satisfied then:

1. If there are 4 or more reported accidents within 12-months period of a correctable type of stop sign, and

2. Average major and minor street volumes are at least 80% of the minimum values, and

3. Minor street has an average delay of at least 24 seconds in the hour
Not
Satisfied
Warrant D is not satisfied.

Sierra Madre Traffic Study
8 Based on the data collected, none of the warrants for an all-way stop are satisfied for the intersection of Fairview Avenue and Sunnyside Avenue.

Recommendations
The vehicle, pedestrian, and bicycle data show very low volumes at this intersection.

Additionally, there have not been any collisions at the intersection in the records from May 5, 2020. A review of the warrants for an all-way stop-controlled intersection found that an all-way stop is not warranted. The data also does not support the installation of a marked crosswalk or Rectangular Rapid Flash Beacons (RRFBs). The data indicated that Fairview Avenue, which is stop controlled, has higher traffic volumes than Sunnyside Avenue. Therefore, the stop control could be moved to the north/south approach from the east/west approach. No further traffic controls are recommended.

CA-MUTCD Guidelines Result
E. Other Criteria such as:

1. The need to control left-turn conflicts;

2. The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes;

3. Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the
intersection unless conflicting cross traffic is also
required to stop; and

4. An intersection of two residential neighborhood
collector (through) streets of similar design and
operating characteristics where all-way stop control
would improve traffic operational characteristics of the intersection.

Not
Satisfied
This criterion is not satisfied using the following special conditions at the
study intersection.

1. The peak hour left-turn volumes on Fairview Avenue are low and there were no observed left-turn conflicts.

2. The pedestrian volumes are low and there are no conflicts.

3. There are no sight distance difficulties at the intersection.

4. The two roadways are not collector through streets and all-way stop will not improve the operational characteristics.

Sierra Madre Traffic Study
9 Mariposa Avenue and South Sunnyside Avenue
The intersection of Mariposa Avenue and South Sunnyside Avenue has stop controls for northbound and northbound South Sunnyside Avenue. Mariposa Avenue has no controls. There are also no marked crosswalks. An All-Way Stop Warrant analysis for the intersection was conducted for this study. Additionally, the data was analyzed to see if a marked crosswalk or Rapid Rectangular Flashing Beacon (RRFB) should be installed if an all-way stop was not warranted. This analysis is based on the combination of the existing traffic conditions at the intersection and on traffic signal guidelines presented in the 2014 California Manual on Uniform Traffic Control Devices (CA MUTCD) Revision 9 dated April 1, 2025.

North Sunnyside Avenue is
designated as a Major Collector in the
Sierra Madre General Plan. South
Sunnyside Avenue is approximately
36 feet wide, and parking is
unrestricted on either side. The
posted speed limit is 30 mph.

Fairview Avenue is a Local Street and
is approximately 36 feet. Parking is
unrestricted on either side and there
is no posted speed limit.

Traffic Volume
Twenty-four (24) hour approach counts were collected on Sunnyside Avenue at Mariposa Avenue. These counts were taken on Thursday May 22, 2025. The following tables summarize the data collected:

N
Mariposa Ave
Sunnyside Ave
Sierra Madre Traffic Study
10 Sunnyside Avenue Approach
Volume
AM Peak
Hour
PM Peak
Hour
North Approach (Southbound) 488 44 (7:15) 47 (3:00)
South Approach (Northbound) 641 91 (7:45) 72 (3:00)
Mariposa Avenue Approach
Volume
AM Peak
Hour
PM Peak
Hour
East Approach (Westbound) 370 25 (9:45) 38 (4:00)
West Approach (Eastbound) 353 47 (7:15) 28 (12:15)
Attachment A provides the traffic volume data sheets collected for the study intersection Pedestrian Volume
Turning movement counts with pedestrians and bicycles were collected at the intersection of Sunnyside Avenue and Mariposa Avenue. The counts were taken on Thursday May 22, 2025, between 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM. The following table summarizes the pedestrian and bike data collected:

Pedestrian Volumes
Intersection Crossing Peak
Hour
Pedestrian
Volume
East Leg (Mariposa) 8:30 AM 3
West Leg (Mariposa) 8:30 PM 1
North Leg (Sunnyside) 5:00 PM 2
South Leg (Sunnyside) 8:30 AM 5
Bike Volumes
Intersection Crossing Peak
Hour Bike Volume
Northbound (Sunnyside) N/A 0
Southbound (Sunnyside) 5:00 PM 1
Eastbound (Mariposa) N/A 0
Westbound (Mariposa) 8:30 AM 1
Sierra Madre Traffic Study
11 Attachment B provides the peak hour pedestrian volume data sheets collected for the study intersection.

The table below summarizes the CA-MUTCD Multi-Way Stop guidelines (Attachment C) as applied to the study intersection. The Multi-Way stop control criteria applied to the intersection of Sunnyside Avenue and Mariposa Avenue were not satisfied as shown below:

Not
Satisfied
The peak hour traffic signal warrant is met for this location.

B. Collisions – Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation.

Such crashes include right-turn and left-turn collisions as well as right-angle collisions. Not
Satisfied
There were no reported collisions in a recent 12-month.

Sierra Madre Traffic Study
12 CA-MUTCD Guidelines Result
C. Minimum Volume and Delay

1. The vehicular volume entering the intersection from the major street approaches (total of both approaches)
averages at least 300 vehicles per hour (vph) for any 8 hours of an average day;

Not
Street Satisfied
Min
Volume 80% Avg. Hour / Volume
7 AM 8 AM 11 AM 12 PM 2 PM 3 PM 4 PM 5PM
Major 300 168 91 70 116 74 93 79 119 90 83
Minor 200 112 54 55 53 42 45 60 63 60 52
The number of vehicles entering the intersection from both the major and the minor streets averages to 91 vph and 54 vph respectively, on an average day. The major street does not satisfy the minimum average volume of 210 vph and the minor street does not satisfy the minimum average volume of 140 vph for the eight highest hours. For these reasons, the vehicular volume warrant is not satisfied.

D. 80% Volumes, Delays and Crashes if no single warrant is satisfied then:

1. If there are 4 or more reported accidents within 12-months period of a correctable type of stop sign, and

2. Average major and minor street volumes are at least 80% of the minimum values, and

3. Minor street has an average delay of at least 24 seconds in the hour
Not
Satisfied
Warrant D is not satisfied.

Sierra Madre Traffic Study
13 Based on the data collected, none of the warrants for an all-way stop are satisfied for the intersection of Mariposa Avenue and Sunnyside Avenue.

Recommendations
The vehicle, pedestrian, and bicycle data show very low volumes at this intersection.

Additionally, there have not been any collisions at the intersection in the records from May 5, 2020. A review of the warrants for an all-way stop-controlled intersection found that an all-way stop is not warranted. The data also does not support the installation of a marked crosswalk or Rectangular Rapid Flash Beacons (RRFBs). The data indicates that Sunnyside Avenue is the higher volume street, and it is stop-controlled. It is recommended that the stop control at the intersection be moved to the east-west street Mariposa Avenue. No further traffic controls are recommended.

CA-MUTCD Guidelines Result
E. Other Criteria such as:

1. The need to control left-turn conflicts;

2. The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes;

3. Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the
intersection unless conflicting cross traffic is also
required to stop; and

Not
Satisfied
This criterion is not satisfied using the following special conditions at the
study intersection.

1. The peak hour left-turn volumes on Mariposa Avenue are low and there were no observed left-turn conflicts.

2. The pedestrian volumes are low and there are no conflicts.

3. There are no sight distance difficulties at the intersection.

4. The two roadways are not collector through streets and all-way stop will not improve the operational characteristics.

Sierra Madre Traffic Study
14 Michillinda Avenue and West Grand View Avenue
The intersection of Michillinda Avenue and West Grand View Avenue is a “T” Intersection that has shared jurisdiction with the City of Pasadena (west of the centerline of Michillinda Avenue). The intersection has stop controls for westbound West Grand View Avenue.

Michillinda Avenue has no controls. The Alverno Heights Academy, a private Kindergarten through 8th grade school, is located on the southeast corner of the intersection. There are also no marked crosswalks. An All-Way Stop Warrant analysis for the intersection was conducted for this study. Additionally, the data was analyzed to see if a marked crosswalk or Rapid Rectangular Flashing Beacon (RRFB) should be installed if an all-way stop was not warranted. This analysis is based on the combination of the existing traffic conditions at the intersection and on traffic signal guidelines presented in the 2014 California Manual on Uniform Traffic Control Devices (CA MUTCD) Revision 9 dated April 1, 2025.

Michillinda Avenue is
designated as a Minor Arterial
in the Sierra Madre General
Plan. South Sunnyside
Avenue is approximately 46
feet wide, and parking is
unrestricted on either side.

The posted speed limit is 35
mph.

West Grand View Avenue is
also designated a Minor
Arterial and is approximately
36 feet wide. Parking is
unrestricted on either side and
the posted speed limit is 30
mph.

Traffic Collision History
A review of reported accident history from California’s Statewide Integrated Traffic Records System (SWITRS) database from May 5, 2020 through January 28, 2025 indicated there was one collision at or within 50 feet of the study intersection within a 12 month period.

N
W. Grand View Ave
Michillinda Ave
Sierra Madre Traffic Study
15 Date Time Location
Primary
Collision
Factor
Collision Type
1/3/23 8:43 pm
10’ North of
Intersection Right-of-Way Sideswipe
Traffic Volume
Twenty-four (24) hour approach counts were collected on Michillinda Avenue at West Grand View Avenue. These counts were taken on Thursday May 22, 2025. The following tables summarize the data collected:

Michillinda Avenue Approach
Volume
AM Peak
Hour
PM Peak
Hour
North Approach (Southbound) 3,297 239 (7:15) 296 (3:15) South Approach (Northbound) 1,925 205 (7:45) 194 (2:30) West Grand View Avenue Approach
Volume
AM Peak
Hour
PM Peak
Hour
East Approach (Westbound) 1,764 300 (7:45) 196 (2:30)
Attachment A provides the traffic volume data sheets collected for the study intersection Pedestrian Volume
Turning movement counts with pedestrians and bicycles were collected at the intersection of Michillinda Avenue and West Grand View Avenue. The counts were taken on Thursday May 22, 2025, between 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM. The following table summarizes the data collected:

Pedestrian Volumes
Intersection Crossing Peak
Hour
Pedestrian
Volume
East Leg (W. Grand View) 8:45 AM 2
West Leg (W. Grand View) N/A 0
North Leg (Michillinda) N/A 0
South Leg (Michillinda) 8:45 AM 2
Sierra Madre Traffic Study
16 Bike Volumes
Intersection Crossing Peak
Hour Bike Volume
Northbound (Michillinda) 6:00 PM 2
Southbound (Michillinda) 8:45 AM 2
Eastbound (W. Grand View) 6:00 PM 1
Westbound (W. Grand View) 6:00 PM 3
Attachment B provides the peak hour pedestrian volume data sheets collected for the study intersection.

The table below summarizes the CA-MUTCD Multi-Way Stop guidelines (Attachment C) as applied to the study intersection. The Multi-Way stop control criteria applied to the intersection of Michillinda Avenue at West Grand View Avenue were not satisfied as shown below:

Not
Satisfied
The peak hour traffic signal warrant is met for this location.

Sierra Madre Traffic Study
17 CA-MUTCD Guidelines Result
B. Collisions – Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation.

Such crashes include right-turn and left-turn collisions as well as right-angle collisions. Not
Satisfied
There were no reported collisions in a recent 12-month period that would be corrected by an all way stop.

C. Minimum Volume and Delay

1. The vehicular volume entering the intersection from the major street approaches (total of both approaches)
averages at least 300 vehicles per hour (vph) for any 8 hours of an average day;

Not
Street Satisfied
Min
Volume 80% Avg. Hour / Volume
7 AM 8 AM 12 PM 2 PM 3 PM 4 PM 5 PM 6PM
Major 300 168 394 371 395 387 412 460 400 412 311
Minor 200 112 145 178 245 87 140 179 122 117 90
The number of vehicles entering the intersection from both the major and the minor streets averages 394 vph and 145 vph respectively, on an average day. The major street satisfies the minimum average volume of 300 vph, but the minor street does not satisfy the minimum average volume of 200 vph for the eight highest hours. For these reasons, the vehicular volume warrant is not satisfied.

D. 80% Volumes, Delays and Crashes if no single warrant is satisfied then:

1. If there are 4 or more reported accidents within 12-months period of a correctable type of stop sign, and

2. Average major and minor street volumes are at least 80% of the minimum values, and

3. Minor street has an average delay of at least 24 seconds in the hour
Not
Satisfied
Sierra Madre Traffic Study
18 CA-MUTCD Guidelines Result
Warrant D is not satisfied.

E. Other Criteria such as:

1. The need to control left-turn conflicts;

2. The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes;

3. Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the
intersection unless conflicting cross traffic is also required to stop; and

4. An intersection of two residential neighborhood collector (through) streets of similar design and operating
characteristics where all-way stop control would improve traffic operational characteristics of the intersection.

Not
Satisfied
This criterion is not satisfied using the following special conditions at the study intersection.

1. The peak hour left-turn volumes on West Grand View Avenue are low and there were no observed left-turn conflicts.

2. The pedestrian volumes are low and there are no conflicts.

3. There are no sight distance difficulties at the intersection.

4. The two roadways are not collector through streets and all-way stop will not improve the operational characteristics.

Based on the data collected, none of the warrants for an all-way stop are satisfied for the intersection of Michillinda Avenue and West Grand View Avenue.

Recommendations
The vehicle, pedestrian, and bicycle data show low volumes at this intersection.

Additionally, there have not been any collisions at the intersection in the records from May 5, 2020 that would be corrected by the installation of an all-way stop-controlled intersection. A review of the warrants for an all-way stop-controlled intersection found that an all-way stop is not warranted. Although there is a private school located adjacent to the intersection, the data does not support the installation of a marked crosswalk or Rectangular Rapid Flash Beacons (RRFBs).

Sierra Madre Traffic Study
19 East Grand View Avenue and North Canon Avenue
The intersection of East Grand View Avenue and North Canon Avenue has stop controls for northbound and southbound North Canon Avenue. East Grand View Avenue has no controls. Sierra Madre Middle School is located less than a quarter of a mile (approximately 700 feet) south of the intersection. There is a yellow marked crosswalk on the east leg of the intersection. An All-Way Stop Warrant analysis for the intersection was conducted for this study. Additionally, the data was analyzed to see if a marked crosswalk or Rapid Rectangular Flashing Beacon (RRFB) should be installed if an allway stop was not warranted. This analysis is based on the combination of the existing traffic conditions at the intersection and on traffic signal guidelines presented in the 2014 California Manual on Uniform Traffic Control Devices (CA MUTCD) Revision 9 dated April 1, 2025.

East Grand View Avenue is
designated as a Minor Arterial
in the Sierra Madre General
Plan. South Sunnyside
Avenue is approximately 36
feet wide, and parking is
unrestricted on either side.

The posted speed limit is 30
mph.

North Canon Avenue is
designated a Local Street and
is approximately 36 feet wide.

Parking is unrestricted on
either side. There is no posted
speed limit is 30 mph.

Traffic Collision History
A review of reported accident history from California’s Statewide Integrated Traffic Records System (SWITRS) database from May 5, 2020 through January 28, 2025 indicated there was one collision at or within 50 feet of the study intersection within a 12 month period.

N
E. Grand View Ave
N. Canon Ave
Sierra Madre Traffic Study
20 Date Time Location
Primary
Collision
Factor
Collision Type
12/10/24 8:07 am At Intersection Right-of-Way Broadside Traffic Volume
Twenty-four (24) hour approach counts were collected on East Grand View Avenue and North Canon Avenue. These counts were taken on Thursday May 22, 2025. The following tables summarize the data collected:

North Canon Avenue Approach
Volume
AM Peak
Hour
PM Peak
Hour
North Approach (Southbound) 319 33 (10:15) 34 (6:00)
South Approach (Northbound) 417 90 (7:30) 65 (3:00)
East Grand View Avenue Approach
Volume
AM Peak
Hour
PM Peak
Hour
East Approach (Westbound) 1,628 221 (7:30) 124 (2:30)
West Approach (Eastbound) 1,613 148 (7:30) 193 (2:45)
Attachment A provides the traffic volume data sheets collected for the study intersection Pedestrian Volume
Turning movement counts with pedestrians and bicycles were collected at the intersection of East Grand View Avenue and North Canon Avenue. The counts were taken on Thursday May 22, 2025, between 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM. The following table summarizes the data collected:

Pedestrian Volumes
Intersection Crossing Peak
Hour
Pedestrian
Volume
East Leg (E. Grand View) 8:30 AM 9
West Leg (E. Grand View) 8:30 AM 4
North Leg (N. Canon) 8:30 AM 7
South Leg (N. Canon) 8:30 AM 6
Sierra Madre Traffic Study
21 Bike Volumes
Intersection Crossing Peak
Hour Bike Volume
Northbound (N. Canon) 5:00 PM 1
Southbound (N. Canon) 5:00 PM 1
Eastbound (E. Grand View) 8:30 AM 3
Westbound (E. Grand View) 8:30 AM 2
Attachment B provides the peak hour pedestrian volume data sheets collected for the study intersection.

The table below summarizes the CA-MUTCD Multi-Way Stop guidelines (Attachment C) as applied to the study intersection. The Multi-Way stop control criteria applied to the intersection of East Grand View Avenue and North Canon Avenue were not satisfied as shown below:

Not
Satisfied
The peak hour traffic signal warrant is met for this location.

Sierra Madre Traffic Study
22 CA-MUTCD Guidelines Result
B. Collisions – Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation.

Such crashes include right-turn and left-turn collisions as well as right-angle collisions. Not
Satisfied
There was one reported collision in a recent 12-month period that would be corrected by an all way stop.

C. Minimum Volume and Delay

1. The vehicular volume entering the intersection from the major street approaches (total of both approaches)
averages at least 300 vehicles per hour (vph) for any 8 hours of an average day;

Not
Street Satisfied
Min
Volume 80% Avg. Hour / Volume
7 AM 8 AM 9 AM 2 PM 3 PM 4 PM 5 PM 6PM
Major 300 168 255 294 269 229 240 303 258 238 212
Minor 200 112 53 58 92 31 36 34 96 48 31
The number of vehicles entering the intersection from both the major and the minor streets averages 255 vph and 53 vph respectively, on an average day. Neither the major street satisfies the minimum average volume of 300 vph nor the minor street satisfies the minimum average volume of 200 vph for the eight highest hours. For these reasons, the vehicular volume warrant is not satisfied.

D. 80% Volumes, Delays and Crashes if no single warrant is satisfied then:

1. If there are 4 or more reported accidents within 12-months period of a correctable type of stop sign, and

2. Average major and minor street volumes are at least 80% of the minimum values, and

3. Minor street has an average delay of at least 24 seconds in the hour
Not
Satisfied
Sierra Madre Traffic Study
23 CA-MUTCD Guidelines Result
Warrant D is not satisfied.

E. Other Criteria such as:

1. The need to control left-turn conflicts;

2. The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes;

3. Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the
intersection unless conflicting cross traffic is also required to stop; and

4. An intersection of two residential neighborhood collector (through) streets of similar design and operating
characteristics where all-way stop control would improve traffic operational characteristics of the intersection.

Not
Satisfied
This criterion is not satisfied using the following special conditions at the study intersection.

1. The peak hour left-turn volumes are low and there were no observed left-turn conflicts.

2. The pedestrian volumes are low and there are no conflicts.

3. There are no sight distance difficulties at the intersection.

4. The two roadways are not collector through streets and all-way stop will not improve the operational characteristics.

Based on the data collected, none of the warrants for an all-way stop are satisfied for the intersection of East Grand View Avenue and North Canon Avenue.

Recommendations
The vehicle, pedestrian, and bicycle data show low volumes at this intersection.

Additionally, there was only one collision at the intersection in the records since May 5, 2020 that would be corrected by the installation of an all-way stop-controlled intersection. A review of the warrants for an all-way stop-controlled intersection found that an all-way stop is not warranted. Considering the close proximity of a school south of the intersection, the data was analyzed to see if it met the generally accepted warrants for Rectangular Rapid Flash Beacons (RRFBs). The number of school aged pedestrians recorded in the counts did not meet the warrant. However, since the existing crosswalk is being used by school children, it is recommended that the existing painted crosswalk be converted to a high-visibility crosswalk and that the pedestrian ramps be upgraded to current standards as required by the Americans with Disabilities Act (ADA).

Sierra Madre Traffic Study
24 West Grand View Avenue and Wilson Street
The intersection of West Grand View Avenue and Wilson Street is a “T” intersection with stop controls for northbound Wilson Street. West Grand View Avenue has no controls.

The Alverno Heights Academy, a private Kindergarten through 8th grade school, is located on the southwest corner of the intersection. An All-Way Stop Warrant analysis for the intersection was conducted for this study. Additionally, the data was analyzed to see if a marked crosswalk or Rapid Rectangular Flashing Beacon (RRFB) should be installed if an all-way stop was not warranted. This analysis is based on the combination of the existing traffic conditions at the intersection and on traffic signal guidelines presented in the 2014 California Manual on Uniform Traffic Control Devices (CA MUTCD) Revision 9 dated April 1, 2025.

West Grand View Avenue is
designated as a Minor Arterial
in the Sierra Madre General
Plan and is approximately 36
feet wide. Parking is
unrestricted on either side and
the posted speed limit is 30
mph.

Wilson Street is designated a
Local Street and is
approximately 36 feet wide.

Parking is unrestricted on
either side. There is no posted
speed limit.

N
W. Grand View Ave
Wilson St
Sierra Madre Traffic Study
25 Traffic Volume
Twenty-four (24) hour approach counts were collected on West Grand View Avenue and Wilson Street. These counts were taken on Thursday May 22, 2025. The following tables summarize the data collected:

Wilson Street Approach
Volume
AM Peak
Hour
PM Peak
Hour
South Approach (Northbound) 74 15 (7:15) 21 (2:30)
West Grand View Avenue Approach
Volume
AM Peak
Hour
PM Peak
Hour
East Approach (Westbound) 1,760 298 (7:45) 196 (2:30)
West Approach (Eastbound) 1,822 163 (7:15) 214 (3:30)
Attachment A provides the traffic volume data sheets collected for the study intersection Pedestrian Volume
Turning movement counts with pedestrians and bicycles were collected at the intersection of West Grand View Avenue and Wilson Street. The counts were taken on Thursday May 22, 2025, between 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM. The following table summarizes the data collected:

Pedestrian Volumes
Intersection Crossing Peak
Hour
Pedestrian
Volume
East Leg (W. Grand View) 5:00 PM 2
West Leg (W. Grand View) 6:00 PM 2
North Leg (Wilson) N/A 0
South Leg (Wilson) 8:30 AM 14
Bike Volumes
Intersection Crossing Peak
Hour Bike Volume
Northbound (Wilson St) N/A 0
Eastbound (W. Grand View) 8:30 AM 2
Westbound (W. Grand View) 8:30 AM 3
Sierra Madre Traffic Study
26 Attachment B provides the peak hour pedestrian volume data sheets collected for the study intersection.

The table below summarizes the CA-MUTCD Multi-Way Stop guidelines (Attachment C) as applied to the study intersection. The Multi-Way stop control criteria applied to the intersection of West Grand View Avenue and Wilson Street were not satisfied as shown below:

Not
Satisfied
The peak hour traffic signal warrant is met for this location.

B. Collisions – Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation.

Such crashes include right-turn and left-turn collisions as well as right-angle collisions. Not
Satisfied
There was no reported collisions in a recent 12-month period that would be corrected by an all way stop.

Sierra Madre Traffic Study
27 CA-MUTCD Guidelines Result
C. Minimum Volume and Delay

1. The vehicular volume entering the intersection from the major street approaches (total of both approaches)
averages at least 300 vehicles per hour (vph) for any 8 hours of an average day;

Not
Street Satisfied
Min
Volume 80% Avg. Hour / Volume
7 AM 8 AM 9 AM 2 PM 3 PM 4 PM 5 PM 6PM
Major 300 168 299 318 333 222 297 363 319 307 231
Minor 200 112 7 11 7 2 3 21 5 3 4
The number of vehicles entering the intersection from both the major and the minor streets averaged 299 vph and 7 vph respectively, on an average day. Neither the major street satisfies the minimum average volume of 300 vph nor the minor street satisfies the minimum average volume of 200 vph for the eight highest hours. For these reasons, the vehicular volume warrant is not satisfied.

D. 80% Volumes, Delays and Crashes if no single warrant is satisfied then:

1. If there are 4 or more reported accidents within 12-months period of a correctable type of stop sign, and

2. Average major and minor street volumes are at least 80% of the minimum values, and

3. Minor street has an average delay of at least 24 seconds in the hour
Not
Satisfied
Warrant D is not satisfied.

Sierra Madre Traffic Study
28 Based on the data collected, none of the warrants for an all-way stop are satisfied for the intersection of West Grand View Avenue and Wilson Street.

Recommendations
The vehicle, pedestrian, and bicycle data show low volumes at this intersection.

Additionally, there were no collisions at the intersection in the records since May 5, 2020 that would be corrected by the installation of an all-way stop-controlled intersection. A review of the warrants for an all-way stop-controlled intersection found that an all-way stop is not warranted. Although there is an existing school on the southwest corner, the data did not meet the generally accepted warrants for a marked crosswalk or Rectangular Rapid Flash Beacons (RRFBs) installation.

CA-MUTCD Guidelines Result
E. Other Criteria such as:

1. The need to control left-turn conflicts;

2. The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes;

3. Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the
intersection unless conflicting cross traffic is also
required to stop; and

Not
Satisfied
This criterion is not satisfied using the following special conditions at the
study intersection.

1. The peak hour left-turn volumes are low and there were no observed left-turn conflicts.

2. The pedestrian volumes are low and there are no conflicts.

3. There are no sight distance difficulties at the intersection.

4. The two roadways are not collector through streets and all-way stop will not improve the operational characteristics.

Sierra Madre Traffic Study
29 Michillinda Avenue and Valley View Street/Montecito Avenue The intersection of Michillinda Avenue and Valley View Street/Montecito Avenue has stop controls for eastbound Valley View Avenue and westbound Montecito Avenue. The intersection has shared jurisdiction with the City of Pasadena (west of the centerline of Michillinda Avenue). An All-Way Stop Warrant analysis for the intersection was conducted for this study. Additionally, the data was analyzed to see if a marked crosswalk or Rapid Rectangular Flashing Beacon (RRFB) should be installed if an all-way stop was not warranted. This analysis is based on the combination of the existing traffic conditions at the intersection and on traffic signal guidelines presented in the 2014 California Manual on Uniform Traffic Control Devices (CA MUTCD) Revision 9 dated April 1, 2025.

Michillinda Avenue is
designated as a Minor Arterial
in the Sierra Madre General
Plan and is approximately 46
feet wide. Parking is
unrestricted on either side and
the posted speed limit is 35
mph.

Valley View Avenue (west of
Michillinda Avenue) is located
within the jurisdiction of
Pasadena. The roadway is
approximately 56 feet wide.

Parking is unrestricted on
either side. The posted speed
limit is 25 mph.

Montecito Street (east of
Michillinda Avenue) is
designated a Local Street and
is approximately 30 feet wide.

Parking is unrestricted on
either side and there is no
posted speed limit.

N
Valley View Ave Montecito Ave Michillinda Ave
Sierra Madre Traffic Study
30 Traffic Volume
Twenty-four (24) hour approach counts were collected on Michillinda Avenue and Valley View Street/Montecito Avenue. These counts were taken on Thursday May 22, 2025.

The following tables summarize the data collected:

Michillinda Avenue Approach
Volume
AM Peak
Hour
PM Peak
Hour
South Approach (Northbound) 4,751 381 (7:15) 447 (4:30) North Approach (Southbound) 4,415 613 (7:45) 445 (2:30) Valley View Street/Montecito
Avenue
Approach
Volume
AM Peak
Hour
PM Peak
Hour
East Approach (Westbound) 476 56 (7:30) 27 (3:00)
West Approach (Eastbound) 281 34 (7:00) 55 (5:30)
Attachment A provides the traffic volume data sheets collected for the study intersection Pedestrian Volume
Turning movement counts with pedestrians and bicycles were collected at the intersection of Michillinda Avenue and Valley View Street/Montecito Avenue. The counts were taken on Thursday May 22, 2025, between 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM. The following table summarizes the data collected:

Pedestrian Volumes
Intersection Crossing Peak
Hour
Pedestrian
Volume
East Leg (Valley View) 5:15 PM 9
West Leg (Montecito) 5:15 PM 8
North Leg (Michillinda) 8:30 AM 4
South Leg (Michillinda) N/A 0
Bike Volumes
Intersection Crossing Peak
Hour Bike Volume
Northbound (Michillinda) 8:30 AM 2
Southbound (Michillinda) 5:15 PM 2
Westbound (Montecito) 8:30 AM 1
Sierra Madre Traffic Study
31 Intersection Crossing Peak
Hour Bike Volume
Eastbound (Valley View) 5:15 PM 2
Attachment B provides the peak hour pedestrian volume data sheets collected for the study intersection.

The table below summarizes the CA-MUTCD Multi-Way Stop guidelines (Attachment C) as applied to the study intersection. The Multi-Way stop control criteria applied to the intersection of Michillinda Avenue and Valley View Street/Montecito Avenue were not satisfied as shown below:

Not
Satisfied
The peak hour traffic signal warrant is met for this location.

B. Collisions – Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation.

Such crashes include right-turn and left-turn collisions as well as right-angle collisions.

Not
Satisfied
Sierra Madre Traffic Study
32 CA-MUTCD Guidelines Result
There were no reported collisions in a recent 12-month period that would be corrected by an all way stop.

C. Minimum Volume and Delay

1. The vehicular volume entering the intersection from the major street approaches (total of both approaches)
averages at least 300 vehicles per hour (vph) for any 8 hours of an average day;

Not
Street Satisfied
Min
Volume 80% Avg. Hour / Volume
7 AM 8 AM 12 PM 2 PM 3 PM 4 PM 5 PM 6PM
Major 300 168 714 727 842 575 694 854 744 731 543
Minor 200 112 58 68 66 44 42 68 66 56 57
The number of vehicles entering the intersection from both the major and the minor streets averaged 714 vph and 58 vph respectively, on an average day. The major street satisfies the minimum average volume of 300 vph but the minor street does not satisfy the minimum average volume of 200 vph for the eight highest hours. Therefore, the vehicular volume warrant is not satisfied.

D. 80% Volumes, Delays and Crashes if no single warrant is satisfied then:

1. If there are 4 or more reported accidents within 12-months period of a correctable type of stop sign, and

2. Average major and minor street volumes are at least 80% of the minimum values, and

3. Minor street has an average delay of at least 24 seconds in the hour
Not
Satisfied
Warrant D is not satisfied.

Sierra Madre Traffic Study
33 Based on the data collected, none of the warrants for an all-way stop are satisfied for the intersection of Michillinda Avenue and Valley View Street/Montecito Avenue.

Recommendations
The vehicle volumes on Valley View Street/Montecito Avenue and the pedestrian and bicycle data for the intersection show are low. Additionally, there have been no collisions at the intersection in the records since May 5, 2020 that would be corrected by the installation of an all-way stop-controlled intersection. A review of the warrants for an all-way stop-controlled intersection found that an all-way stop is not warranted. The data also does not support the installation of a marked crosswalk or Rectangular Rapid Flash Beacons (RRFBs). Therefore, it is recommended that the intersection remain as is and that no further traffic controls be implemented.

CA-MUTCD Guidelines Result
E. Other Criteria such as:

1. The need to control left-turn conflicts;

2. The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes;

3. Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the
intersection unless conflicting cross traffic is also
required to stop; and

Not
Satisfied
This criterion is not satisfied using the following special conditions at the
study intersection.

1. The peak hour left-turn volumes are low and there were no observed left-turn conflicts.

2. The pedestrian volumes are low and there are no conflicts.

3. There are no sight distance difficulties at the intersection.

4. The two roadways are not collector through streets and all-way stop will not improve the operational characteristics.

Sierra Madre Traffic Study
34 West Grand View Avenue Parking Analysis
Willdan has evaluated the parking demand on West Grand View Avenue between Michillinda Avenue and North Baldwin Avenue to determine the feasibility of installing “No Parking” along one side of the street on this segment. This segment is displayed below.

West Grand View Avenue is classified as a Minor Arterial in the Sierra Madre General Plan. The street is 36 feet wide, and parking is allowed on both sides of the street. The posted speed limit is 30 mph.

Parking Inventory
An inventory of the existing number of parking spaces and the parking restrictions for West Grand View Avenue was taken for this analysis. Table 1, below, indicates the number of spaces between segments and the existing parking restrictions (if any). The parking spaces were estimated by the length of the available parking area. The data sheets from the parking occupancy survey can be found in Attachment D.

Table 1
Existing Parking Restrictions
Street From To Side of the
Street
Restriction Approximate
Spaces
W Grand View Ave Michillinda Ave Wilson St S No Parking on City Streets 2am – 5am 28
W Grand View Ave Wilson St Jameson Ct S No Restrictions 39 W Grand View Ave Jameson Ct N. Lima St S No Restrictions 23 W Grand View Ave N. Lima St Auburn Ave S No Restrictions 53 W Grand View Ave Auburn Av N. Baldwin Ave S No Restrictions 25 W Grand View Ave N. Baldwin Ave Auburn Ave N No Restrictions 23 W Grand View Ave Auburn Ave N. Lima St N No Restrictions 53 W Grand View Ave N. Lima St Sunnyside Ave N No Restrictions 50 W Grand View Ave Sunnyside Ave Michillinda Ave N No Restrictions 36 N
West Grand View Ave
Michillinda Ave
N. Baldwin Ave
Sierra Madre Traffic Study
35 Parking Occupancy
To assess the current usage of the on-street parking along West Grand View Avenue, a count of the cars parked in the available spaces was taken every hour for six hours on a weekday (Wednesday) and a weekend (Saturday). The number of cars parked along the segment were counted on Wednesday, May 28, 2025, and Saturday, May 31, 2025.

Different hours for the count were chosen on the weekday versus the weekend to reflect the peak traffic times for the segment. The hourly turnover counts were counted during the following hours for each day:
• Wednesday – 7:00 AM to 9:00 AM, 2:00 PM to 4:00 PM
• Saturday – 12:00 PM to 5:00 PM
The parking occupancy per hour was calculated from the count data received. Table 2, below, indicates the average occupancy for the north and south segments of West Grand View Avenue between Michillinda Avenue and North Baldwin Avenue. The occupancy count on Wednesday included three hours during the AM Peak Hour and PM Peak Hours.

The table shows the averages for all six hours and for the three peak hours. The analysis indicates that the parking occupancy minimal and that the south side of West Grand View Avenue has a lower parking occupancy.

Table 2
Average Occupancy
Street Side of
the
Street
Average Occupancy
Wednesday – May 28, 2025
W Grand View Ave N Overall = 8% (AM=6%, PM=8%)
W Grand View Ave S Overall = 5% (AM=4%, PM=7%)
Saturday – May 31, 2025
W Grand View Ave N 8%
W Grand View Ave S 5%
Recommendations
West Grand View Avenue is approximately 36 feet wide and with parking on either side that leaves approximately 10 feet for the westbound and eastbound traffic lanes, which has led to concerns during the busier traffic times. Therefore, the parking occupancy was studied to determine if restricting parking along the north or south sides of the street could be implemented to assist in traffic circulation. The parking study determined that the south side of West Grand View Avenue generally has the lower parking occupancy and would be the best choice for installing parking restrictions. The vehicular volume data indicates that along West Grand Avenue the highest peak hours are 7 AM to 10 AM and Sierra Madre Traffic Study
36 2 PM to 5 PM. It is recommended that peak hour parking restrictions be implemented for these peak hours along the south side of West Grand Avenue between Michillinda Avenue and North Baldwin Avenue on Monday through Friday to address circulation issues.

Sierra Madre Traffic Study

ATTACHMENT A
24 Hour Vehicle Counts (ADT)
Prepared by National Data & Surveying Services
VOLUME

DAILY TOTALS
N Sunnyside Ave & Fairview Ave
Day: Thursday City: Sierra Madre
Date: 5/22/2025 Project #: CA25_020178_001

NB SB EB WB
Total
238 183 372 322 1,115
al
TIME
0:00
0:15
0:30
0:45
1:00
1:15
1:30
1:45
2:00
2:15
2:30
2:45
3:00
3:15
3:30
3:45
4:00
4:15
4:30
4:45
5:00
5:15
5:30
5:45
6:00
6:15
6:30
6:45
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
9:00
9:15
9:30
9:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
TOTALS
SPLIT %

NB SB EB WB
0 0 0 0
0 0 2 1
0 0 3 0
1 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 1 1
0 0 2 1
0 0 0 0
0 0 1 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 1
0 1 1 1
0 1 0 1
3 0 0 4
0 0 5 1
2 2 1 1
2 0 4 1
1 1 2 4
2 2 6 11
3 3 7 7
4 2 5 7
5 3 5 10
5 4 9 20
6 2 1 6
5 2 3 8
4 3 9 5
2 2 6 11
3 3 7 9
4 5 4 6
3 3 4 3
5 3 4 3
3 2 3 5
5 3 2 7
4 4 9 6
6 3 7 3
3 2 5 7
7 3 6 4
6 3 4 10
94 62 128 165
21% 14% 29% 37%
TOTAL
0 3
3 1
0 0
0 2
3 0
1 0
0 0
0 0
0 0
0 0
1 3
2 7
6 6
7 8
21 20
18 23
38 15
18 21
21 22
19 13
15 13
17 23
19 17
20 23
449
40%
TIME
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
TOTALS
SPLIT %

NB SB EB WB
6 5 6 6
8 3 8 4
9 5 8 9
2 4 7 2
1 2 10 2
4 3 3 3
3 4 3 5
3 3 5 5
3 2 4 1
2 3 3 7
6 11 3 1
2 3 8 3
7 3 9 4
5 2 10 5
3 5 3 5
7 4 7 6
6 2 3 2
5 1 6 6
1 3 7 1
3 1 8 11
10 5 10 5
1 4 7 5
5 3 6 3
4 4 8 7
4 5 10 3
4 4 4 1
4 3 4 3
3 3 4 2
4 2 5 6
2 2 7 2
2 3 7 3
2 2 3 3
2 3 3 3
0 2 6 0
4 1 3 0
1 0 6 4
3 2 2 3
1 1 3 5
1 0 6 0
0 0 2 2
1 2 0 2
0 0 5 3
0 0 2 0
0 0 4 0
0 0 0 1
0 1 2 1
0 0 3 1
0 0 1 1
144 121 244 157
22% 18% 37% 24%
TOTAL
23 23
31 15
15 13
15 16
10 15
21 16
23 22
16 24
13 18
12 23
30 17
17 23
22 13
14 12
17 13
15 10
11 8
8 11
10 10
7 4
5 8
2 4
1 4
4 2
666
60%
TIME
00:00 01:00
01:00 02:00
02:00 03:00
03:00 04:00
04:00 05:00
05:00 06:00
06:00 07:00
07:00 08:00
08:00 09:00
09:00 10:00
10:00 11:00
11:00 12:00
12:00 13:00
13:00 14:00
14:00 15:00
15:00 16:00
16:00 17:00
17:00 18:00
18:00 19:00
19:00 20:00
20:00 21:00
21:00 22:00
22:00 23:00
23:00 00:00
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor

NB SB EB WB
1 0 5 1
0 0 1 1
0 0 3 1
0 0 0 0
0 0 0 0
3 2 1 7
5 3 12 7
14 10 23 35
20 11 22 39
12 13 21 29
17 12 18 21
22 11 22 24
25 17 29 21
11 12 21 15
13 19 18 12
22 14 29 20
15 7 24 20
20 16 31 20
15 15 22 9
10 9 22 14
7 6 18 7
5 3 13 10
1 2 11 5
0 1 6 4

STATISTICS

NB SB EB WB
00:00 to 12:00
94 62 128 165
11:00 9:15 10:45 7:15
22 14 27 44

0.786 0.700 0.750 0.550
12:00 to 00:00
144 121 244 157
12:00 14:15 12:15 16:45
25 20 33 24

0.694 0.455 0.825 0.545
07:00 to 09:00
34 21 45 74
7:45 7:15 7:15 7:15
21 12 26 44

0.875 0.750 0.722 0.550
16:00 to 18:00
35 23 55 40
17:00 17:00 16:30 16:45
20 16 32 24

0.500 0.800 0.800 0.545
TOTAL
7 2
4 0
0 13
27 82
92 75
68 79
92 59
62 85
66 87
61 55
38 31
19 11
TOTAL
449
7:15
99 0.651
666
12:00
92 0.742
174
7:15
99 0.651
153
16:45
87 0.725
45 40
35 30
25 20
15 10
5 0

NB SB EB WB
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 Prepared by National Data & Surveying Services
VOLUME

DAILY TOTALS
S Sunnyside Ave & Mariposa Ave
Day: Thursday City: Sierra Madre
Date: 5/22/2025 Project #: CA25_020178_005

NB SB EB WB
Total
488 641 370 353 1,852
al
TIME
0:00
0:15
0:30
0:45
1:00
1:15
1:30
1:45
2:00
2:15
2:30
2:45
3:00
3:15
3:30
3:45
4:00
4:15
4:30
4:45
5:00
5:15
5:30
5:45
6:00
6:15
6:30
6:45
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
9:00
9:15
9:30
9:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
TOTALS
SPLIT %

NB SB EB WB
2 0 2 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 1
0 0 0 0
1 0 0 0
0 1 0 0
0 1 0 0
0 0 0 0
0 0 0 0
0 0 1 0
0 1 0 0
0 0 1 0
1 0 0 0
0 0 0 1
0 1 1 0
0 1 0 0
0 1 1 1
1 3 0 0
0 2 0 1
0 2 1 0
0 0 0 0
4 0 1 0
1 1 1 1
0 2 0 0
2 3 1 1
2 3 5 4
1 4 3 5
6 9 2 5
9 11 5 9
13 17 7 19
16 42 8 14
6 18 2 5
5 14 5 6
7 8 6 7
7 4 6 4
9 8 1 4
6 7 3 6
9 8 6 6
8 7 7 7
4 6 6 7
6 5 6 3
4 7 2 12
12 14 4 8
6 8 4 2
7 7 3 5
10 10 5 11
165 236 106 155
25% 36% 16% 23%
TOTAL
4 0
0 0
1 0
1 1
1 0
0 1
1 1
1 1
2 1
3 4
3 3
0 5
4 2
7 14
13 22
34 56
80 31
30 28
21 22
22 29
29 23
20 25
38 20
22 36
662
36%
TIME
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
TOTALS
SPLIT %

NB SB EB WB
8 20 4 4
15 16 3 9
10 9 5 7
5 10 9 4
6 7 3 8
8 8 8 7
12 8 4 5
10 8 5 8
6 9 11 6
9 16 7 4
6 11 11 6
6 16 7 8
17 27 10 6
10 13 8 6
7 12 7 8
13 20 12 6
9 15 10 6
8 12 7 6
9 12 8 7
11 14 13 3
10 11 5 7
12 9 8 2
9 9 11 7
11 12 11 1
5 10 6 7
12 12 7 7
5 9 4 7
6 2 2 4
10 10 5 4
6 13 2 9
7 4 5 1
7 4 3 1
6 3 1 2
4 2 3 1
3 7 4 2
6 6 8 0
5 2 6 1
3 1 3 2
3 3 3 1
2 2 3 1
2 4 4 2
0 1 1 1
2 2 1 1
1 0 1 0
0 1 0 0
0 0 3 0
0 3 1 3
1 0 1 0
323 405 264 198
27% 34% 22% 17%
TOTAL
36 43
31 28
24 31
29 31
32 36
34 37
60 37
34 51
40 33
36 41
33 31
36 35
28 38
25 14
29 30
17 15
12 10
16 20
14 9
10 8
12 3
6 2
1 3
7 2
1190
64%
TIME
00:00 01:00
01:00 02:00
02:00 03:00
03:00 04:00
04:00 05:00
05:00 06:00
06:00 07:00
07:00 08:00
08:00 09:00
09:00 10:00
10:00 11:00
11:00 12:00
12:00 13:00
13:00 14:00
14:00 15:00
15:00 16:00
16:00 17:00
17:00 18:00
18:00 19:00
19:00 20:00
20:00 21:00
21:00 22:00
22:00 23:00
23:00 00:00
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor

NB SB EB WB
2 0 2 0
1 1 0 1
0 1 1 0
1 1 1 1
1 6 2 1
4 4 2 1
5 9 7 6
29 41 17 38
34 82 21 32
31 27 16 20
22 25 21 29
35 39 16 26
38 55 21 24
36 31 20 28
27 52 36 24
47 72 37 26
37 53 38 22
42 41 35 17
28 33 19 25
30 31 15 15
19 18 16 5
13 8 15 5
5 7 7 4
1 4 5 3

STATISTICS

NB SB EB WB
00:00 to 12:00
165 236 106 155
7:15 7:45 9:45 7:15
44 91 25 47

0.688 0.542 0.893 0.618
12:00 to 00:00
323 405 264 198
15:00 15:00 16:00 12:15
47 72 38 28

0.691 0.667 0.731 0.778
07:00 to 09:00
63 123 38 70
7:15 7:45 7:15 7:15
44 91 22 47

0.688 0.542 0.688 0.618
16:00 to 18:00
79 94 73 39
16:30 16:00 16:00 16:15
42 53 38 23

0.875 0.883 0.731 0.821
TOTAL
4 3
2 4
10 11
27 125
169
94 97
116
138
115
139
182
150
135
105
91 58
41 23
13 TOTAL
662
7:30
201

0.628
1190
15:00
182

0.758
294
7:30
201

0.628
285
16:00
150

0.915
90 80
70 60
50 40
30 20
10 0

NB SB EB WB
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 Prepared by National Data & Surveying Services
VOLUME

DAILY TOTALS
Michillinda Ave & W Grand View Ave
Day: Thursday City: Sierra Madre
Date: 5/22/2025 Project #: CA25_020178_009

NB SB EB WB
Total
3,297 1,925 0 1,764 6,986
al

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL 0:00 2 1 1 4 12:00 69 31 22 122 00:00 01:00 16 6 3 25
0:15 4 2 0 6 12:15 61 36 20 117 01:00 02:00 11 2 4 17
0:30 6 0 2 8 12:30 78 30 19 127 02:00 03:00 7 3 0 10
0:45 4 3 0 7 12:45 53 29 26 108 03:00 04:00 1 1 2 4
1:00 3 1 0 4 13:00 48 23 25 96 04:00 05:00 2 3 4 9
1:15 3 1 1 5 13:15 51 26 32 109 05:00 06:00 13 27 13 53 1:30 2 0 1 3 13:30 43 30 25 98 06:00 07:00 62 47 33 142 1:45 3 0 2 5 13:45 53 30 23 106 07:00 08:00 208 163 178 549 2:00 4 2 0 6 14:00 52 37 29 118 08:00 09:00 212 183 245 640 2:15 2 0 0 2 14:15 71 33 34 138 09:00 10:00 148 130 116 394 2:30 1 0 0 1 14:30 57 50 42 149 10:00 11:00 152 117 92 361 2:45 0 1 0 1 14:45 73 39 35 147 11:00 12:00 173 136 95 404 3:00 1 0 0 1 15:00 63 47 58 168 12:00 13:00 261 126 87 474 3:15 0 0 1 1 15:15 76 58 61 195 13:00 14:00 195 109 105 409 3:30 0 1 0 1 15:30 65 33 36 134 14:00 15:00 253 159 140 552 3:45 0 0 1 1 15:45 84 34 24 142 15:00 16:00 288 172 179 639 4:00 1 0 0 1 16:00 71 36 23 130 16:00 17:00 269 131 122 522 4:15 1 0 0 1 16:15 67 39 38 144 17:00 18:00 286 126 117 529 4:30 0 2 0 2 16:30 69 21 33 123 18:00 19:00 227 84 90 401 4:45 0 1 4 5 16:45 62 35 28 125 19:00 20:00 171 79 62 312 5:00 1 6 5 12 17:00 72 35 24 131 20:00 21:00 123 48 42 213 5:15 5 3 2 10 17:15 77 34 33 144 21:00 22:00 123 45 18 186 5:30 4 6 2 12 17:30 67 31 25 123 22:00 23:00 60 15 13 88 5:45 3 12 4 19 17:45 70 26 35 131 23:00 00:00 36 13 4 53 6:00 4 9 6 19 18:00 62 27 29 118 STATISTICS
6:15 17 12 4 33 18:15 67 16 26 109 NB SB EB WB TOTAL
6:30 12 7 7 26 18:30 54 21 16 91 Peak Period 00:00 to 12:00 6:45 29 19 16 64 18:45 44 20 19 83 Volume 1005 818 785 2608 7:00 28 30 20 78 19:00 45 19 17 81 Peak Hour 7:15 7:45 7:45 7:30 7:15 54 32 31 117 19:15 45 28 14 87 Peak Volume 239 205 300 722 7:30 72 39 39 150 19:30 49 14 18 81 Peak Hour Factor 0.830 0.827 0.743 0.843 7:45 54 62 88 204 19:45 32 18 13 63
8:00 59 54 101 214 20:00 34 14 10 58 Peak Period 12:00 to 00:00 8:15 46 43 65 154 20:15 28 14 11 53 Volume 2292 1107 979 4378 8:30 58 46 46 150 20:30 32 7 12 51 Peak Hour 15:15 14:30 14:30 14:30 8:45 49 40 33 122 20:45 29 13 9 51 Peak Volume 296 194 196 659 9:00 42 34 29 105 21:00 44 14 4 62 Peak Hour Factor 0.881 0.836 0.803 0.845 9:15 31 29 39 99 21:15 32 17 6 55
9:30 43 37 25 105 21:30 35 7 5 47 Peak Period 07:00 to 09:00 9:45 32 30 23 85 21:45 12 7 3 22 Volume 420 346 423 1189 10:00 46 29 26 101 22:00 14 5 4 23 Peak Hour 7:15 7:45 7:45 7:30 10:15 28 30 22 80 22:15 18 5 2 25 Peak Volume 239 205 300 722 10:30 41 28 23 92 22:30 14 4 4 22 Peak Hour Factor 0.830 0.827 0.743 0.843 10:45 37 30 21 88 22:45 14 1 3 18
11:00 48 35 28 111 23:00 9 3 0 12 Peak Period 16:00 to 18:00 11:15 39 32 20 91 23:15 10 3 2 15 Volume 555 257 239 1051 11:30 34 33 24 91 23:30 13 3 1 17 Peak Hour 17:00 16:45 16:15 17:00 11:45 52 36 23 111 23:45 4 4 1 9 Peak Volume 286 135 123 529 TOTALS 1005 818 0 785 2608 TOTALS 2292 1107 0 979 4378 Peak Hour Factor 0.929 0.964 0.809 0.918 SPLIT % 39% 31% 0% 30% 37% SPLIT % 52% 25% 0% 22% 63%
350
300
250
200
150
100
50 0

NB SB EB WB
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 Prepared by National Data & Surveying Services
VOLUME

DAILY TOTALS
N Canon Ave & E Grand View Ave
Day: Thursday City: Sierra Madre
Date: 5/22/2025 Project #: CA25_020178_012

NB SB EB WB
Total
417 319 1,628 1,613 3,977
al
TIME
0:00
0:15
0:30
0:45
1:00
1:15
1:30
1:45
2:00
2:15
2:30
2:45
3:00
3:15
3:30
3:45
4:00
4:15
4:30
4:45
5:00
5:15
5:30
5:45
6:00
6:15
6:30
6:45
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
9:00
9:15
9:30
9:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
TOTALS
SPLIT %

NB SB EB WB
1 0 2 4
0 0 1 1
0 0 1 1
0 0 2 1
0 0 0 1
1 0 0 0
0 0 0 2
1 0 0 0
1 0 1 0
0 0 0 0
0 0 1 0
0 0 0 2
0 0 0 0
0 0 0 0
0 0 0 1
0 0 0 0
0 0 0 0
0 0 0 0
0 1 0 1
1 0 2 1
0 0 4 2
0 2 3 2
0 3 4 3
0 1 0 6
2 1 3 6
0 3 1 4
4 1 4 12
1 4 6 20
0 5 7 22
5 4 10 33
5 8 22 63
24 7 59 78
44 6 43 46
17 4 24 34
3 8 22 40
3 7 30 30
5 3 28 25
4 6 29 40
3 4 22 32
3 3 24 29
2 7 20 34
9 7 20 26
5 10 14 15
8 6 24 22
1 10 21 31
2 4 22 23
8 5 26 26
9 4 17 17
172 134 519 736
11% 9% 33% 47%
TOTAL
7 2
2 3
1 1
2 1
2 0
1 2
0 0
1 0
0 0
2 4
6 7
10 7
12 8
21 31
34 52
98 168
139
79 73
70 61
79 61
59 63
62 44
60 63
51 65
47 1561
39%
TIME
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
TOTALS
SPLIT %

NB SB EB WB
2 6 27 33
2 9 27 22
10 8 17 19
5 6 14 25
7 6 15 22
5 3 20 23
3 6 26 24
2 4 30 25
2 5 27 27
3 4 30 23
7 3 24 27
4 6 44 38
37 14 66 33
16 7 49 26
6 5 34 27
6 5 37 31
6 6 52 19
11 5 35 27
4 2 37 30
7 7 37 21
4 3 42 23
5 1 33 22
2 3 34 29
5 8 33 22
8 10 36 30
8 9 32 19
4 6 25 20
5 9 21 29
1 3 29 17
7 1 25 18
0 0 12 16
6 2 18 13
4 0 12 16
2 2 10 14
17 2 13 10
1 3 8 6
7 0 12 10
3 1 11 4
3 1 7 5
3 2 11 10
0 1 10 4
0 0 3 2
0 0 4 2
4 0 9 1
0 0 5 5
1 0 1 3
0 1 1 3
0 0 4 2
245 185 1109 877
10% 8% 46% 36%
TOTAL
68 60
54 50
50 51
59 61
61 60
61 92
150
98 72
79 83
78 73
72 72
61 68
68 84
68 55
64 50
51 28
39 32
28 42
18 29
19 16
26 15
5 6
14 10
5 5
6 2416
61%
TIME
00:00 01:00
01:00 02:00
02:00 03:00
03:00 04:00
04:00 05:00
05:00 06:00
06:00 07:00
07:00 08:00
08:00 09:00
09:00 10:00
10:00 11:00
11:00 12:00
12:00 13:00
13:00 14:00
14:00 15:00
15:00 16:00
16:00 17:00
17:00 18:00
18:00 19:00
19:00 20:00
20:00 21:00
21:00 22:00
22:00 23:00
23:00 00:00
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor

NB SB EB WB
1 0 6 7
2 0 0 3
1 0 2 2
0 0 0 1
1 1 2 2
0 6 11 13
7 9 14 42
34 24 98 196
67 25 119 150
15 16 103 126
24 30 78 97
20 23 86 97
19 29 85 99
17 19 91 94
16 18 125 115
65 31 186 117
28 20 161 97
16 15 142 96
25 34 114 98
14 6 84 64
24 7 43 46
16 4 41 29
4 1 26 9
1 1 11 13

STATISTICS

NB SB EB WB
00:00 to 12:00
172 134 519 736
7:30 10:15 7:30 7:30
90 33 148 221

0.511 0.825 0.627 0.708
12:00 to 00:00
245 185 1109 877
15:00 18:00 14:45 14:30
65 34 193 124

0.439 0.850 0.731 0.816
07:00 to 09:00
101 49 217 346
7:30 7:15 7:30 7:30
90 25 148 221

0.511 0.781 0.627 0.708
16:00 to 18:00
44 35 303 193
16:00 16:00 16:00 16:15
28 20 161 101

0.636 0.714 0.774 0.842
TOTAL
14 5
5 1
6 30
72 352
361
260
229
226
232
221
274
399
306
269
271
168
120
90 40
26 TOTAL
1561
7:30
484

0.720
2416
14:45
412

0.687
713
7:30
484

0.720
575
16:00
306

0.922
250
200
150
100
50 0

NB SB EB WB
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 Prepared by National Data & Surveying Services
VOLUME

DAILY TOTALS
Wilson St & W Grand View Ave
Day: Thursday City: Sierra Madre
Date: 5/22/2025 Project #: CA25_020178_016

NB SB EB WB
Total
74 0 1,822 1,760 3,656
l

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL 0:00 1 0 0 1 12:00 0 38 26 64 00:00 01:00 1 3 2 6
0:15 0 1 0 1 12:15 2 30 21 53 01:00 02:00 0 3 4 7
0:30 0 1 2 3 12:30 0 40 17 57 02:00 03:00 0 3 0 3
0:45 0 1 0 1 12:45 0 24 26 50 03:00 04:00 0 0 2 2
1:00 0 1 0 1 13:00 1 24 24 49 04:00 05:00 0 2 3 5
1:15 0 1 1 2 13:15 1 25 30 56 05:00 06:00 1 6 11 18
1:30 0 0 2 2 13:30 0 20 20 40 06:00 07:00 1 33 33 67
1:45 0 1 1 2 13:45 1 32 26 59 07:00 08:00 11 143 175 329 2:00 0 3 0 3 14:00 0 27 27 54 08:00 09:00 7 93 240 340
2:15 0 0 0 0 14:15 0 41 36 77 09:00 10:00 2 54 117 173
2:30 0 0 0 0 14:30 2 34 41 77 10:00 11:00 1 71 93 165
2:45 0 0 0 0 14:45 1 52 39 92 11:00 12:00 3 78 97 178
3:00 0 0 0 0 15:00 17 42 55 114 12:00 13:00 2 132 90 224 3:15 0 0 1 1 15:15 1 42 61 104 13:00 14:00 3 101 100 204 3:30 0 0 0 0 15:30 0 44 38 82 14:00 15:00 3 154 143 300 3:45 0 0 1 1 15:45 3 59 22 84 15:00 16:00 21 187 176 384 4:00 0 1 0 1 16:00 3 61 26 90 16:00 17:00 5 194 125 324 4:15 0 1 0 1 16:15 0 50 38 88 17:00 18:00 3 191 116 310 4:30 0 0 0 0 16:30 1 43 33 77 18:00 19:00 4 140 91 235
4:45 0 0 3 3 16:45 1 40 28 69 19:00 20:00 1 83 65 149
5:00 0 1 4 5 17:00 1 46 24 71 20:00 21:00 2 54 41 97
5:15 0 3 1 4 17:15 2 54 32 88 21:00 22:00 1 59 18 78
5:30 0 1 2 3 17:30 0 44 24 68 22:00 23:00 1 23 14 38
5:45 1 1 4 6 17:45 0 47 36 83 23:00 00:00 1 15 4 20
6:00 1 2 6 9 18:00 0 43 26 69 STATISTICS
6:15 0 10 5 15 18:15 2 42 28 72 NB SB EB WB TOTAL
6:30 0 5 6 11 18:30 1 24 15 40 Peak Period 00:00 to 12:00 6:45 0 16 16 32 18:45 1 31 22 54 Volume 27 489 777 1293 7:00 0 12 20 32 19:00 0 27 18 45 Peak Hour 7:15 7:15 7:45 7:30 7:15 1 35 26 62 19:15 0 21 15 36 Peak Volume 15 163 298 455 7:30 2 49 42 93 19:30 1 21 18 40 Peak Hour Factor 0.469 0.832 0.730 0.801 7:45 8 47 87 142 19:45 0 14 14 28
8:00 4 32 102 138 20:00 0 15 8 23 Peak Period 12:00 to 00:00 8:15 1 18 63 82 20:15 1 11 12 24 Volume 47 1333 983 2363 8:30 0 19 46 65 20:30 1 18 12 31 Peak Hour 14:30 15:30 14:30 14:45 8:45 2 24 29 55 20:45 0 10 9 19 Peak Volume 21 214 196 392 9:00 1 13 29 43 21:00 0 25 4 29 Peak Hour Factor 0.309 0.877 0.803 0.860 9:15 0 14 38 52 21:15 0 11 7 18
9:30 0 21 25 46 21:30 1 12 4 17 Peak Period 07:00 to 09:00 9:45 1 6 25 32 21:45 0 11 3 14 Volume 18 236 415 669
10:00 1 24 27 52 22:00 0 6 4 10 Peak Hour 7:15 7:15 7:45 7:30 10:15 0 15 23 38 22:15 0 5 3 8 Peak Volume 15 163 298 455 10:30 0 19 25 44 22:30 1 9 4 14 Peak Hour Factor 0.469 0.832 0.730 0.801 10:45 0 13 18 31 22:45 0 3 3 6
11:00 2 14 29 45 23:00 0 2 0 2 Peak Period 16:00 to 18:00 11:15 0 22 21 43 23:15 0 4 2 6 Volume 8 385 241 634
11:30 0 18 24 42 23:30 1 8 1 10 Peak Hour 16:00 16:00 16:00 16:00 11:45 1 24 23 48 23:45 0 1 1 2 Peak Volume 5 194 125 324 TOTALS 27 0 489 777 1293 TOTALS 47 0 1333 983 2363 Peak Hour Factor 0.417 0.795 0.822 0.900 SPLIT % 2% 0% 38% 60% 35% SPLIT % 2% 0% 56% 42% 65%
300
250
200
150
100
50 0

NB SB EB WB
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 Prepared by National Data & Surveying Services
VOLUME

DAILY TOTALS NB SB
4,751 4,415
EB
476
WB
281
Total
9,923 DAILY TOTALS
Michillinda Ave & Valley View Ave
Day: Thursday City: Sierra Madre
Date: 5/22/2025 Project #: CA25_020178_019
15-Minutes Interval Hourly Intervals
TIME
0:00
0:15
0:30
0:45
1:00
1:15
1:30
1:45
2:00
2:15
2:30
2:45
3:00
3:15
3:30
3:45
4:00
4:15
4:30
4:45
5:00
5:15
5:30
5:45
6:00
6:15
6:30
6:45
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
9:00
9:15
9:30
9:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
TOTALS
SPLIT %

NB SB EB WB
5 3 0 0
4 2 0 0
7 2 0 0
6 4 0 0
3 2 0 0
4 2 0 0
3 1 1 1
3 3 1 0
6 3 0 0
2 0 0 0
2 0 0 0
1 0 0 0
1 1 1 0
1 1 0 0
1 1 0 0
0 2 0 0
1 0 0 0
2 1 0 0
0 3 1 0
1 4 3 0
2 11 4 0
10 8 0 1
4 13 2 2
4 20 1 1
5 18 4 3
23 19 5 3
16 20 1 0
41 42 6 4
39 59 8 4
78 78 7 3
106 105 6 10
100 162 13 17
97 200 8 21
64 142 5 8
85 109 7 2
68 77 10 5
59 73 6 2
52 77 8 3
57 72 6 3
47 64 6 3
60 70 6 5
45 73 4 1
54 51 1 2
48 67 7 3
68 67 10 2
53 59 4 2
43 70 8 5
65 67 12 4
1446 1928 172 120
39% 53% 5% 3%
TOTAL
8 6
9 10
5 6
6 7
9 2
2 1
3 2
2 2
1 3
4 8
17 19
21 26
30 50
37 93
110
166
227
292
326
219
203
160
140
140
138
120
141
123
108
125
147
118
126
148
3666
37%
TIME
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
TOTALS
SPLIT %

NB SB EB WB
80 69 8 4
80 63 6 2
91 53 4 8
74 65 9 3
56 49 5 4
67 68 5 5
63 57 10 3
69 55 14 5
94 67 4 2
103 83 7 7
82 98 6 3
97 70 8 5
115 129 16 6
98 148 9 5
102 86 10 10
101 75 6 6
100 81 10 2
99 93 6 8
114 81 16 5
100 76 13 6
118 70 7 5
115 81 4 2
95 69 14 5
99 84 15 4
88 60 16 6
96 48 10 9
79 56 3 4
72 44 6 3
63 38 13 5
73 42 2 1
64 35 2 1
46 42 6 1
57 34 2 3
45 30 6 1
58 30 8 3
49 31 2 3
52 19 3 0
47 24 2 0
43 13 0 1
24 12 2 2
24 13 0 1
27 8 4 1
17 12 1 1
16 7 3 0
15 3 0 0
15 6 1 0
13 5 0 0
10 5 0 0
3305 2487 304 161
53% 40% 5% 3%
TOTAL
161
151
156
151
114
145
133
143
167
200
189
180
266
260
208
188
193
206
216
195
200
202
183
202
170
163
142
125
119
118
102
95 96
82 99
85 74
73 57
40 38
40 31
26 18
22 18
15 6257
63%
TIME
00:00 01:00
01:00 02:00
02:00 03:00
03:00 04:00
04:00 05:00
05:00 06:00
06:00 07:00
07:00 08:00
08:00 09:00
09:00 10:00
10:00 11:00
11:00 12:00
12:00 13:00
13:00 14:00
14:00 15:00
15:00 16:00
16:00 17:00
17:00 18:00
18:00 19:00
19:00 20:00
20:00 21:00
21:00 22:00
22:00 23:00
23:00 00:00
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor

NB SB EB WB
22 11 0 0
13 8 2 1
11 3 0 0
3 5 1 0
4 8 4 0
20 52 7 4
85 99 16 10
323 404 34 34
314 528 30 36
215 286 26 11
207 261 18 11
229 263 34 13
325 250 27 17
255 229 34 17
376 318 25 17
416 438 41 27
413 331 45 21
427 304 40 16
335 208 35 22
246 157 23 8
209 125 18 10
166 68 7 3
84 40 8 3
53 19 1 0

STATISTICS

NB SB EB WB
00:00 to 12:00
1446 1928 172 120
7:15 7:45 7:00 7:30
381 613 34 56

0.899 0.766 0.654 0.667
12:00 to 00:00
3305 2487 304 161
16:30 14:30 17:30 15:00
447 445 55 27

0.947 0.752 0.859 0.675
07:00 to 09:00
637 932 64 70
7:15 7:45 7:00 7:30
381 613 34 56

0.899 0.766 0.654 0.667
16:00 to 18:00
840 635 85 37
16:30 16:00 16:00 16:15
447 331 45 24

0.947 0.890 0.703 0.750
TOTAL
33 24
14 9
16 83
210
795
908
538
497
539
619
535
736
922
810
787
600
434
362
244
135
73 TOTAL
3666
7:30
1064

0.816
6257
15:00
922

0.867
1703
7:30
1064

0.816
1597
16:15
817

0.946
600
500
400
300
200
100
0 NB SB EB WB
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

ATTACHMENT B
Peak Hour Turning Movement, Bike and
Pedestrian Counts
Sierra Madre Traffic Study
National Data & Surveying Services
Intersection Turning Movement Count
Location: N Sunnyside Ave & Fairview Ave
City: Sierra Madre Project ID: 25-020177-001
Control: 2-Way Stop(EB/WB) Date: 5/22/2025
Data - Totals
NS/EW Streets: N Sunnyside Ave N Sunnyside Ave Fairview Ave Fairview Ave AM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 1 0 0

SL ST SR SU

EASTBOUND
0 1 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
7:00 AM
7:15 AM
7:30 AM
7:45 AM
1 1 0 0
0 1 2 0
3 0 1 0
2 2 1 0
0 2 0 0
0 3 0 0
0 2 0 0
1 1 1 0
2 2 2 0
0 5 2 0
0 2 2 1
0 3 2 0
3 8 0 0
1 6 0 0
0 7 0 0
3 7 0 0
21 20
18 23
8:00 AM
8:15 AM
8:30 AM
8:45 AM
4 0 1 0
1 2 3 0
1 1 3 0
1 1 2 0
0 0 4 0
0 2 0 0
0 0 2 0
0 2 1 0
2 6 1 0
0 1 0 0
1 2 0 0
3 6 0 0
2 17 1 0
0 6 0 0
2 6 0 0
1 4 0 0
38 15
18 21
TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
13 8 13 0

38.24% 23.53% 38.24% 0.00%

SL ST SR SU
1 12 8 0

4.76% 57.14% 38.10% 0.00%

EL ET ER EU
8 27 9 1

17.78% 60.00% 20.00% 2.22%

WL WT WR WU
12 61 1 0

16.22% 82.43% 1.35% 0.00%
TOTAL
174
PEAK HR : 07:15 AM - 08:15 AM
1 6 5 0

0.250 0.500 0.313 0.000
2 16 7 1

0.250 0.667 0.875 0.250
6 37 1 0

0.500 0.544 0.250 0.000

0.550
TOTAL
99 0.651
PEAK HR VOL :

PEAK HR FACTOR :
9 3 5 0

0.563 0.375 0.625 0.000

0.850 0.750 0.722
PM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 1 0 0

SL ST SR SU

EASTBOUND
0 1 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
4:00 PM
4:15 PM
4:30 PM
4:45 PM
2 3 1 0
2 2 1 0
0 1 0 0
1 0 2 0
0 2 0 0
1 0 0 0
0 3 0 0
0 1 0 0
1 1 1 0
0 6 0 0
1 6 0 0
4 3 1 0
1 1 0 0
1 4 1 0
0 1 0 0
1 9 1 0
13 18
12 23
5:00 PM
5:15 PM
5:30 PM
5:45 PM
1 6 3 0
0 1 0 0
2 3 0 0
3 0 1 0
1 3 1 0
1 1 2 0
0 2 1 0
2 1 1 0
1 7 2 0
0 5 2 0
2 3 1 0
0 8 0 0
0 5 0 0
0 4 1 0
2 1 0 0
0 5 2 0
30 17
17 23
TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
11 16 8 0

31.43% 45.71% 22.86% 0.00%

SL ST SR SU
5 13 5 0

21.74% 56.52% 21.74% 0.00%

EL ET ER EU
9 39 7 0

16.36% 70.91% 12.73% 0.00%

WL WT WR WU
5 30 5 0

12.50% 75.00% 12.50% 0.00%
TOTAL
153
PEAK HR : 05:00 PM - 06:00 PM
4 7 5 0

0.500 0.583 0.625 0.000
3 23 5 0

0.375 0.719 0.625 0.000

0.775
2 15 3 0

0.250 0.750 0.375 0.000

0.714
TOTAL
87 0.725
PEAK HR VOL :

PEAK HR FACTOR :
6 10 4 0

0.500 0.417 0.333 0.000

0.500 0.800
National Data & Surveying Services
Intersection Turning Movement Count
Location: N Sunnyside Ave & Fairview Ave
City: Sierra Madre Project ID: 25-020177-001
Control: 2-Way Stop(EB/WB) Date: 5/22/2025
Data - Bikes
NS/EW Streets: N Sunnyside Ave N Sunnyside Ave Fairview Ave Fairview Ave AM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 1 0 0

SL ST SR SU

EASTBOUND
0 1 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
7:00 AM
7:15 AM
7:30 AM
7:45 AM
0 0 1 0
1 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
1 1
0 0
8:00 AM
8:15 AM
8:30 AM
8:45 AM
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 1 0 0
0 0 0 0
0 0 0 0
0 0 0 0
1 0
0 0
TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
1 0 1 0

50.00% 0.00% 50.00% 0.00%

SL ST SR SU
0 0 0 0

EL ET ER EU
0 0 0 0

WL WT WR WU
0 1 0 0

0.00% 100.00% 0.00% 0.00%
TOTAL
3 PEAK HR : 07:15 AM - 08:15 AM
0 0 0 0

0.000 0.000 0.000 0.000
0 0 0 0

0.000 0.000 0.000 0.000
0 1 0 0

0.000 0.250 0.000 0.000

0.250
TOTAL
2 0.500
PEAK HR VOL :

PEAK HR FACTOR :
1 0 0 0

0.250 0.000 0.000 0.000

0.250
PM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 1 0 0

SL ST SR SU

EASTBOUND
0 1 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
4:00 PM
4:15 PM
4:30 PM
4:45 PM
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 1 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 1 0 0
0 1 0 0
1 0
1 1
5:00 PM
5:15 PM
5:30 PM
5:45 PM
0 1 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
1 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 1 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
1 2
0 0
TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
0 1 0 0

0.00% 100.00% 0.00% 0.00%

SL ST SR SU
1 0 0 0
100.00% 0.00% 0.00% 0.00%

EL ET ER EU
0 2 0 0

0.00% 100.00% 0.00% 0.00%

WL WT WR WU
0 2 0 0

0.00% 100.00% 0.00% 0.00%
TOTAL
6 PEAK HR : 05:00 PM - 06:00 PM
1 0 0 0

0.250 0.000 0.000 0.000
0 1 0 0

0.000 0.250 0.000 0.000

0.250
0 0 0 0

0.000 0.000 0.000 0.000
TOTAL
3 0.375
PEAK HR VOL :

PEAK HR FACTOR :
0 1 0 0

0.000 0.250 0.000 0.000

0.250 0.250
National Data & Surveying Services
Intersection Turning Movement Count
Location: N Sunnyside Ave & Fairview Ave Project ID: 25-020177-001 City: Sierra Madre Date: 5/22/2025
Data - Pedestrians (Crosswalks)
NS/EW Streets: N Sunnyside Ave N Sunnyside Ave Fairview Ave Fairview Ave

AM NORTH LEG
EB WB

SOUTH LEG
EB WB

EAST LEG
NB SB

WEST LEG

NB SB TOTAL
7:00 AM
7:15 AM
7:30 AM
7:45 AM
0 0
0 0
0 0
1 0
0 1
1 0
1 0
0 0
0 0
2 0
1 2
0 0
0 0
0 0
0 0
0 1
1 3
4 2
8:00 AM
8:15 AM
8:30 AM
8:45 AM
1 1
2 0
1 1
1 0
0 0
0 1
0 0
0 0
2 0
1 0
1 0
1 1
0 0
0 0
0 0
0 0
4 4
3 3
TOTAL VOLUMES :

APPROACH %'s :

EB WB
6 2

75.00% 25.00%
EB WB
2 2

50.00% 50.00%
NB SB
8 3

72.73% 27.27%
NB SB
0 1

0.00% 100.00%
TOTAL
24 PEAK HR : 07:15 AM - 08:15 AM
2 0

0.500

0.500
5 2

0.625 0.250

0.583
0 1

0.250

0.250
TOTAL
13 0.813
PEAK HR VOL :

PEAK HR FACTOR :
2 1

0.500 0.250

0.375

PM NORTH LEG
EB WB

SOUTH LEG
EB WB

EAST LEG
NB SB

WEST LEG

NB SB TOTAL
4:00 PM
4:15 PM
4:30 PM
4:45 PM
1 0
0 0
0 0
0 1
0 0
0 1
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 1
1 1
5:00 PM
5:15 PM
5:30 PM
5:45 PM
1 0
0 0
0 3
0 0
0 0
1 0
0 1
0 0
0 0
1 0
0 0
0 0
1 0
0 0
2 3
0 0
2 2
9 0
TOTAL VOLUMES :

APPROACH %'s :

EB WB
2 4

33.33% 66.67%
EB WB
1 3

25.00% 75.00%
NB SB
1 0
100.00% 0.00%
NB SB
3 3

50.00% 50.00%
TOTAL
17 PEAK HR : 05:00 PM - 06:00 PM
1 1

0.250 0.250

0.500
1 0

0.250

0.250
3 3

0.375 0.250

0.300
TOTAL
13 0.361
PEAK HR VOL :

PEAK HR FACTOR :
1 3

0.250 0.250

0.333
ID: 25-020177-001
City: Sierra Madre
N Sunnyside Ave

SOUTHBOUND
Day: Thursday
Date: 5/22/2025
07:15 AM - 08:15 AM AM 5 6 1 0 6 AM 7:00 AM - 09:00 AM
NONE NOON 0 0 0 0 0 NOON NONE
05:00 PM - 06:00 PM PM 5 7 4 0 16 PM 4:00 PM - 06:00 PM

AM NOON PM PM NOON AM
0 1 0 0 0 3 0 1
2 0 3 0 TEV 99
AM

0.65 0
NOON
87 PM

0.73 0 0 0 0
16 0 23 1 PHF
31 0 22
7 0 5 0 0 0 1 0

AM NOON PM PM NOON AM
Totals (AM) PM 14 0 6 10 4 PM Total Bikes (AM)
NOON 0 0 0 0 0 NOON
2 16
7 1
37 6
AM 19 0 9 3 5 AM

NORTHBOUND
N Sunnyside Ave
0 0
0 0
1 0
0 0
0 0
0 0
0 0
0 0
0 0
3 23
5 3
15 2
Prepared by National Data & Surveying Services
N Sunnyside Ave & Fairview Ave
Peak Hour Turning Movement Count
52 0 26
CONTROL 1 15 0 37
1 0 0 0 2-Way Stop(EB/WB) 0 2 0 6
Totals (NOON) Total Bikes (NOON)
Pedestrians (Crosswalks)
PM 3
NOON 0
0 PM
0 NOON
Totals (PM) AM 1 2 AM Total Bikes (PM)
AM 0
NOON 0
PM 3
5 AM
0 NOON
1 PM
0 1
0 0
0 0COUNT PERIODS Fairview Ave

WESTBOUND
100
000
010
10200
1 935
000
6104
Fairview Ave PEAK HOURS
574
000
561

EASTBOUND
102103
PM PM

NOON NOON

AM AMAM AM

NOON NOONPM PM
001
000
000
National Data & Surveying Services
Intersection Turning Movement Count
Location: S Sunnyside Ave & Mariposa Ave
City: Sierra Madre Project ID: 25-020177-002
Control: 2-Way Stop(NB/SB) Date: 5/22/2025
Data - Totals
NS/EW Streets: S Sunnyside Ave S Sunnyside Ave Mariposa Ave Mariposa Ave AM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 1 0 0

SL ST SR SU

EASTBOUND
0 1 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
7:00 AM
7:15 AM
7:30 AM
7:45 AM
0 0 1 0
0 6 0 0
0 8 1 0
0 13 0 0
1 2 1 0
2 5 2 0
1 9 1 0
2 14 1 0
0 3 0 0
0 2 0 0
0 3 2 0
3 2 2 0
3 1 1 0
0 3 2 0
1 3 5 0
3 8 8 0
13 22
34 56
8:00 AM
8:15 AM
8:30 AM
8:45 AM
0 15 1 0
0 6 0 0
1 4 0 0
0 5 2 0
1 40 1 0
1 15 2 0
2 11 1 0
0 7 1 0
0 7 1 0
0 2 0 0
0 4 1 0
1 3 2 0
1 6 7 0
0 1 4 0
1 1 4 0
1 3 3 0
80 31
30 28
TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
1 57 5 0

1.59% 90.48% 7.94% 0.00%

SL ST SR SU
10 103 10 0

8.13% 83.74% 8.13% 0.00%

EL ET ER EU
4 26 8 0

10.53% 68.42% 21.05% 0.00%

WL WT WR WU
10 26 34 0

14.29% 37.14% 48.57% 0.00%
TOTAL
294
PEAK HR : 07:30 AM - 08:30 AM
5 78 5 0

0.625 0.488 0.625 0.000
3 14 5 0

0.250 0.500 0.625 0.000
5 18 24 0

0.417 0.563 0.750 0.000

0.618
TOTAL
201

0.628
PEAK HR VOL :

PEAK HR FACTOR :
0 42 2 0

0.000 0.700 0.500 0.000

0.688 0.524 0.688
PM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 1 0 0

SL ST SR SU

EASTBOUND
0 1 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
4:00 PM
4:15 PM
4:30 PM
4:45 PM
0 6 3 0
1 5 2 0
0 9 0 0
0 11 0 0
4 9 2 0
0 9 3 0
3 6 3 0
2 11 1 0
1 9 0 0
1 4 2 0
3 4 1 0
2 11 0 0
1 3 2 0
0 4 2 0
3 4 0 0
1 1 1 0
40 33
36 41
5:00 PM
5:15 PM
5:30 PM
5:45 PM
0 9 1 0
0 10 2 0
0 8 1 0
0 10 1 0
1 10 0 0
3 6 0 0
1 7 1 0
2 7 2 1
0 4 1 0
2 5 1 0
0 11 0 0
2 9 0 0
1 4 2 0
0 2 0 0
1 2 4 0
1 0 0 0
33 31
36 35
TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
1 68 10 0

1.27% 86.08% 12.66% 0.00%

SL ST SR SU
16 65 12 1

17.02% 69.15% 12.77% 1.06%

EL ET ER EU
11 57 5 0

15.07% 78.08% 6.85% 0.00%

WL WT WR WU
8 20 11 0

20.51% 51.28% 28.21% 0.00%
TOTAL
285
PEAK HR : 04:00 PM - 05:00 PM
9 35 9 0

0.563 0.795 0.750 0.000
7 28 3 0

0.583 0.636 0.375 0.000

0.731
5 12 5 0

0.417 0.750 0.625 0.000

0.786
TOTAL
150

0.915
PEAK HR VOL :

PEAK HR FACTOR :
1 31 5 0

0.250 0.705 0.417 0.000

0.841 0.883
National Data & Surveying Services
Intersection Turning Movement Count
Location: S Sunnyside Ave & Mariposa Ave
City: Sierra Madre Project ID: 25-020177-002
Control: 2-Way Stop(NB/SB) Date: 5/22/2025
Data - Bikes
NS/EW Streets: S Sunnyside Ave S Sunnyside Ave Mariposa Ave Mariposa Ave AM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 1 0 0

SL ST SR SU

EASTBOUND
0 1 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
7:00 AM
7:15 AM
7:30 AM
7:45 AM
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0
0 0
8:00 AM
8:15 AM
8:30 AM
8:45 AM
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 1 0
0 0 0 0
0 0 0 0
0 0 0 0
1 0
0 0
TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
0 0 0 0

SL ST SR SU
0 0 0 0

EL ET ER EU
0 0 0 0

WL WT WR WU
0 0 1 0

0.00% 0.00% 100.00% 0.00%
TOTAL
1 PEAK HR : 07:30 AM - 08:30 AM
0 0 0 0

0.000 0.000 0.000 0.000
0 0 0 0

0.000 0.000 0.000 0.000
0 0 1 0

0.000 0.000 0.250 0.000

0.250
TOTAL
1 0.250
PEAK HR VOL :

PEAK HR FACTOR :
0 0 0 0

0.000 0.000 0.000 0.000
PM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 1 0 0

SL ST SR SU

EASTBOUND
0 1 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
4:00 PM
4:15 PM
4:30 PM
4:45 PM
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 1 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0
1 0
5:00 PM
5:15 PM
5:30 PM
5:45 PM
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0
0 0
TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
0 0 0 0

SL ST SR SU
0 1 0 0

0.00% 100.00% 0.00% 0.00%

EL ET ER EU
0 0 0 0

WL WT WR WU
0 0 0 0
TOTAL
1 PEAK HR : 04:00 PM - 05:00 PM
0 1 0 0

0.000 0.250 0.000 0.000
0 0 0 0

0.000 0.000 0.000 0.000
0 0 0 0

0.000 0.000 0.000 0.000
TOTAL
1 0.250
PEAK HR VOL :

PEAK HR FACTOR :
0 0 0 0

0.000 0.000 0.000 0.000

0.250
National Data & Surveying Services
Intersection Turning Movement Count
Location: S Sunnyside Ave & Mariposa Ave Project ID: 25-020177-002 City: Sierra Madre Date: 5/22/2025
Data - Pedestrians (Crosswalks)
NS/EW Streets: S Sunnyside Ave S Sunnyside Ave Mariposa Ave Mariposa Ave

AM NORTH LEG
EB WB

SOUTH LEG
EB WB

EAST LEG
NB SB

WEST LEG

NB SB TOTAL
7:00 AM
7:15 AM
7:30 AM
7:45 AM
0 0
0 0
0 0
0 1
2 0
0 2
1 1
2 0
0 0
0 0
1 0
0 0
0 1
0 0
0 0
0 0
3 2
3 3
8:00 AM
8:15 AM
8:30 AM
8:45 AM
0 0
0 0
0 0
1 0
0 1
0 0
1 0
0 1
1 1
0 0
0 0
0 0
0 0
0 1
3 0
0 2
3 1
4 4
TOTAL VOLUMES :

APPROACH %'s :

EB WB
1 1

50.00% 50.00%
EB WB
6 5

54.55% 45.45%
NB SB
2 1

66.67% 33.33%
NB SB
3 4

42.86% 57.14%
TOTAL
23 PEAK HR : 07:30 AM - 08:30 AM
3 2

0.375 0.500

0.625
2 1

0.500 0.250

0.375
0 1

0.250

0.250
TOTAL
10 0.833
PEAK HR VOL :

PEAK HR FACTOR :
0 1

0.250

PM NORTH LEG
EB WB

SOUTH LEG
EB WB

EAST LEG
NB SB

WEST LEG

NB SB TOTAL
4:00 PM
4:15 PM
4:30 PM
4:45 PM
1 0
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 0
0 0
1 1
1 0
5:00 PM
5:15 PM
5:30 PM
5:45 PM
0 0
0 0
1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
0 0
0 0
1 0
1 0
1 1
TOTAL VOLUMES :

APPROACH %'s :

EB WB
2 1

66.67% 33.33%
EB WB
0 0
NB SB
0 0
NB SB
2 1

66.67% 33.33%
TOTAL
6 PEAK HR : 04:00 PM - 05:00 PM
0 0 0 0 1 0

0.250

0.250
TOTAL
3 0.750
PEAK HR VOL :

PEAK HR FACTOR :
1 1

0.250 0.250

0.500
ID: 25-020177-002
City: Sierra Madre
S Sunnyside Ave

SOUTHBOUND
Day: Thursday
Date: 5/22/2025
07:30 AM - 08:30 AM AM 5 78 5 0 69 AM 7:00 AM - 09:00 AM NONE NOON 0 0 0 0 0 NOON NONE
04:00 PM - 05:00 PM PM 9 35 9 0 43 PM 4:00 PM - 06:00 PM

AM NOON PM PM NOON AM
0 1 0 0 0 5 0 24
3 0 7 0 TEV 201
AM

0.63 0
NOON
150
PM

0.91 0 0 0 0
14 0 28 1 PHF
42 0 21
5 0 3 0 0 0 1 0

AM NOON PM PM NOON AM
Totals (AM) PM 43 0 1 31 5 PM Total Bikes (AM)
NOON 0 0 0 0 0 NOON
3 14
5 24
18 5
AM 88 0 0 42 2 AM

NORTHBOUND
S Sunnyside Ave
0 0
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
7 28
3 5
12 5
Prepared by National Data & Surveying Services
S Sunnyside Ave & Mariposa Ave
Peak Hour Turning Movement Count
23 0 22
CONTROL 1 12 0 18
0 0 0 0 2-Way Stop(NB/SB) 0 5 0 5
Totals (NOON) Total Bikes (NOON)
Pedestrians (Crosswalks)
PM 0
NOON 0 0 PM
0 NOON
Totals (PM) AM 1 1 AM Total Bikes (PM)
AM 0
NOON 0
PM 1
2 AM
0 NOON
0 PM
0 0
0 0
0 0COUNT PERIODS Mariposa Ave

WESTBOUND
000
000
000
00320
0 0422
000
1315
Mariposa Ave PEAK HOURS
9359
000
5785

EASTBOUND
100101

PM PMNOON NOONAM AMAM AMNOON NOONPM PM
010
000
000
National Data & Surveying Services
Intersection Turning Movement Count
Location: Michillinda Ave & W Grand View Ave
City: Sierra Madre Project ID: 25-020177-003
Control: 1-Way Stop(WB) Date: 5/22/2025
Data - Totals
NS/EW Streets: Michillinda Ave Michillinda Ave W Grand View Ave W Grand View Ave AM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 1 0 0

SL ST SR SU

EASTBOUND
0 0 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
7:00 AM
7:15 AM
7:30 AM
7:45 AM
0 17 11 0
0 21 33 0
0 29 43 0
0 22 32 0
2 28 0 0
1 31 0 0
6 33 0 0
16 46 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 1 0
19 0 1 0
30 0 1 0
34 0 5 0
75 0 13 0
78 117
150
205
8:00 AM
8:15 AM
8:30 AM
8:45 AM
0 37 22 0
1 27 18 0
0 38 20 0
0 30 19 0
8 45 0 1
1 42 0 0
1 45 0 0
5 35 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
93 0 8 0
58 0 7 0
41 0 5 0
30 0 3 0
214
154
150
122
TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
1 221 198 0

0.24% 52.62% 47.14% 0.00%

SL ST SR SU
40 305 0 1

11.56% 88.15% 0.00% 0.29%

EL ET ER EU
0 0 1 0

0.00% 0.00% 100.00% 0.00%

WL WT WR WU
380 0 43 0

89.83% 0.00% 10.17% 0.00%
TOTAL
1190
PEAK HR : 07:45 AM - 08:45 AM
26 178 0 1

0.406 0.967 0.000 0.250
0 0 1 0

0.000 0.000 0.250 0.000
267 0 33 0

0.718 0.000 0.635 0.000

0.743
TOTAL
723

0.845
PEAK HR VOL :

PEAK HR FACTOR :
1 124 92 0

0.250 0.816 0.719 0.000

0.919 0.827 0.250
PM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 1 0 0

SL ST SR SU

EASTBOUND
0 0 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
4:00 PM
4:15 PM
4:30 PM
4:45 PM
0 19 52 0
0 25 42 0
0 32 37 0
0 26 36 0
3 33 0 0
10 29 0 0
5 16 0 0
5 30 0 0
0 0 1 0
0 0 0 0
0 0 0 0
0 0 0 0
20 0 3 0
33 0 5 0
30 0 3 0
24 0 4 0
131
144
123
125
5:00 PM
5:15 PM
5:30 PM
5:45 PM
0 28 43 1
0 27 50 0
0 25 42 0
0 26 44 0
2 33 0 0
4 30 0 0
3 28 0 0
6 20 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
24 0 0 0
30 0 3 0
25 0 0 0
32 0 3 0
131
144
123
131
TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
0 208 346 1

0.00% 37.48% 62.34% 0.18%

SL ST SR SU
38 219 0 0

14.79% 85.21% 0.00% 0.00%

EL ET ER EU
0 0 1 0

0.00% 0.00% 100.00% 0.00%

WL WT WR WU
218 0 21 0

91.21% 0.00% 8.79% 0.00%
TOTAL
1052
PEAK HR : 05:00 PM - 06:00 PM
15 111 0 0

0.625 0.841 0.000 0.000
0 0 0 0

0.000 0.000 0.000 0.000
111 0 6 0

0.867 0.000 0.500 0.000

0.836
TOTAL
529

0.918
PEAK HR VOL :

PEAK HR FACTOR :
0 106 179 1

0.000 0.946 0.895 0.250

0.929 0.900
National Data & Surveying Services
Intersection Turning Movement Count
Location: Michillinda Ave & W Grand View Ave
City: Sierra Madre Project ID: 25-020177-003
Control: 1-Way Stop(WB) Date: 5/22/2025
Data - Bikes
NS/EW Streets: Michillinda Ave Michillinda Ave W Grand View Ave W Grand View Ave AM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 1 0 0

SL ST SR SU

EASTBOUND
0 0 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
7:00 AM
7:15 AM
7:30 AM
7:45 AM
0 0 0 0
0 0 1 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
1 1 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
1 0 0 0
0 0 1 0
1 0 0 0
0 2
1 3
8:00 AM
8:15 AM
8:30 AM
8:45 AM
0 0 0 0
0 0 0 0
0 0 0 0
1 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
1 0 0 0
0 0 1 0
0 0 0 0
0 0 0 0
0 0 0 0
1 0
0 2
TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
1 0 1 0

50.00% 0.00% 50.00% 0.00%

SL ST SR SU
1 1 0 0

50.00% 50.00% 0.00% 0.00%

EL ET ER EU
1 0 0 0
100.00% 0.00% 0.00% 0.00%

WL WT WR WU
2 0 2 0

50.00% 0.00% 50.00% 0.00%
TOTAL
9 PEAK HR : 07:45 AM - 08:45 AM
1 1 0 0

0.250 0.250 0.000 0.000
0 0 0 0

0.000 0.000 0.000 0.000
1 0 1 0

0.250 0.000 0.250 0.000

0.500
TOTAL
4 0.333
PEAK HR VOL :

PEAK HR FACTOR :
0 0 0 0

0.000 0.000 0.000 0.000

0.250
PM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 1 0 0

SL ST SR SU

EASTBOUND
0 0 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
4:00 PM
4:15 PM
4:30 PM
4:45 PM
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0
0 0
5:00 PM
5:15 PM
5:30 PM
5:45 PM
0 0 0 0
0 0 2 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 1
0 0 0 0
0 0 1 0
0 0 0 0
0 0 0 0
0 0 0 0
1 0 0 0
1 0 0 0
1 0 0 0
0 0 0 0
2 3
2 0
TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
0 0 2 0

0.00% 0.00% 100.00% 0.00%

SL ST SR SU
0 0 0 1

0.00% 0.00% 0.00% 100.00%

EL ET ER EU
0 0 1 0

0.00% 0.00% 100.00% 0.00%

WL WT WR WU
3 0 0 0
100.00% 0.00% 0.00% 0.00%
TOTAL
7 PEAK HR : 05:00 PM - 06:00 PM
0 0 0 1

0.000 0.000 0.000 0.250
0 0 1 0

0.000 0.000 0.250 0.000

0.250
3 0 0 0

0.750 0.000 0.000 0.000

0.750
TOTAL
7 0.583
PEAK HR VOL :

PEAK HR FACTOR :
0 0 2 0

0.000 0.000 0.250 0.000

0.250 0.250
National Data & Surveying Services
Intersection Turning Movement Count
Location: Michillinda Ave & W Grand View Ave Project ID: 25-020177-003 City: Sierra Madre Date: 5/22/2025
Data - Pedestrians (Crosswalks)
NS/EW Streets: Michillinda Ave Michillinda Ave W Grand View Ave W Grand View Ave

AM NORTH LEG
EB WB

SOUTH LEG
EB WB

EAST LEG
NB SB

WEST LEG

NB SB TOTAL
7:00 AM
7:15 AM
7:30 AM
7:45 AM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
8:00 AM
8:15 AM
8:30 AM
8:45 AM
0 0
0 0
0 0
0 0
0 1
0 1
0 0
0 0
0 0
0 1
1 0
1 0
0 0
0 0
0 0
0 0
1 2
1 1
TOTAL VOLUMES :

APPROACH %'s :

EB WB
0 0
EB WB
0 2

0.00% 100.00%
NB SB
2 1

66.67% 33.33%
NB SB
0 0
TOTAL
5 PEAK HR : 07:45 AM - 08:45 AM
0 2

0.500

0.500
1 1

0.250 0.250

0.500
0 0
TOTAL
4 0.500
PEAK HR VOL :

PEAK HR FACTOR :
0 0

PM NORTH LEG
EB WB

SOUTH LEG
EB WB

EAST LEG
NB SB

WEST LEG

NB SB TOTAL
4:00 PM
4:15 PM
4:30 PM
4:45 PM
0 0
0 0
0 0
0 0
0 0
1 0
1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
1 0
5:00 PM
5:15 PM
5:30 PM
5:45 PM
0 0
0 0
0 0
0 0
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 0
0 0
TOTAL VOLUMES :

APPROACH %'s :

EB WB
0 0
EB WB
2 1

66.67% 33.33%
NB SB
0 0
NB SB
0 0
TOTAL
3 PEAK HR : 05:00 PM - 06:00 PM
0 1

0.250

0.250
0 0 0 0
TOTAL
1 0.250
PEAK HR VOL :

PEAK HR FACTOR :
0 0
ID: 25-020177-003
City: Sierra Madre
Michillinda Ave

SOUTHBOUND
Day: Thursday
Date: 5/22/2025
07:45 AM - 08:45 AM AM 0 178 26 1 158 AM 7:00 AM - 09:00 AM NONE NOON 0 0 0 0 0 NOON NONE
05:00 PM - 06:00 PM PM 0 111 15 0 112 PM 4:00 PM - 06:00 PM

AM NOON PM PM NOON AM
0 1 0 0 0 6 0 33
194 0 118
1 0 0 0 0 0 1 0

AM NOON PM PM NOON AM
Totals (AM) PM 223 1 0 106 179 PM Total Bikes (AM)
NOON 0 0 0 0 0 NOON
0 0
1 33
0 267
AM 446 0 1 124 92 AM

NORTHBOUND
Michillinda Ave
0 0
0 1
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 6
0 111
Prepared by National Data & Surveying Services
Michillinda Ave & W Grand View Ave
Peak Hour Turning Movement Count
1 0 0
CONTROL 1 0 0 0
0 0 0 0 1-Way Stop(WB) 0 111 0 267
0 0
0 0
0 0
0 0
TEV 723 0 529

AM NOON PM
PHF 0.84 0.92
0 0 0 0
Totals (NOON) Total Bikes (NOON)
Pedestrians (Crosswalks)
PM 0
NOON 0 0 PM
0 NOON
Totals (PM) AM 0 1 AM Total Bikes (PM)
AM 0
NOON 0
PM 0
1 AM
0 NOON
0 PM
0 0
1 0
0 3COUNT PERIODS
W Grand View Ave

WESTBOUND
000
000
002
00020
1 112492
000
0106179
W Grand View Ave PEAK HOURS
011115
000
017826

EASTBOUND
000000

PM PMNOON NOONAM AMAM AMNOON NOONPM PM
000
000
011
National Data & Surveying Services
Intersection Turning Movement Count
Location: N Canon Ave & E Grand View Ave
City: Sierra Madre Project ID: 25-020177-004
Control: 2-Way Stop(NB/SB) Date: 5/22/2025
Data - Totals
NS/EW Streets: N Canon Ave N Canon Ave E Grand View Ave E Grand View Ave AM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 1 0 0

SL ST SR SU

EASTBOUND
0 1 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
7:00 AM
7:15 AM
7:30 AM
7:45 AM
0 0 0 0
2 1 2 0
3 2 0 0
18 4 2 0
2 1 2 0
3 1 0 0
0 4 4 0
5 1 1 0
0 5 2 0
0 9 1 0
2 15 5 0
1 37 21 0
1 21 0 0
1 29 3 0
3 60 0 0
2 74 2 0
34 52
98 168
8:00 AM
8:15 AM
8:30 AM
8:45 AM
36 3 5 0
11 3 3 0
1 1 1 0
1 1 1 0
3 2 1 0
2 0 2 0
5 1 2 0
1 1 5 0
0 23 20 0
1 18 5 0
2 20 0 0
3 24 3 0
5 40 1 0
0 32 2 0
3 35 2 0
3 27 0 0
139
79 73
70 TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
72 15 14 0

71.29% 14.85% 13.86% 0.00%

SL ST SR SU
21 11 17 0

42.86% 22.45% 34.69% 0.00%

EL ET ER EU
9 151 57 0

4.15% 69.59% 26.27% 0.00%

WL WT WR WU
18 318 10 0

5.20% 91.91% 2.89% 0.00%
TOTAL
713
PEAK HR : 07:30 AM - 08:30 AM
10 7 8 0

0.500 0.438 0.500 0.000
4 93 51 0

0.500 0.628 0.607 0.000
10 206 5 0

0.500 0.696 0.625 0.000

0.708
TOTAL
484

0.720
PEAK HR VOL :

PEAK HR FACTOR :
68 12 10 0

0.472 0.750 0.500 0.000

0.511 0.781 0.627
PM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 1 0 0

SL ST SR SU

EASTBOUND
0 1 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
4:00 PM
4:15 PM
4:30 PM
4:45 PM
3 1 2 0
1 2 8 0
3 1 0 0
1 2 4 0
1 4 1 0
4 0 1 0
0 2 0 0
3 2 2 0
1 49 2 0
1 32 2 0
1 34 1 1
1 32 4 0
1 18 0 0
0 23 4 0
1 21 8 0
0 21 0 0
83 78
73 72
5:00 PM
5:15 PM
5:30 PM
5:45 PM
2 2 0 0
0 1 4 0
1 0 1 0
1 3 1 0
3 0 0 0
1 0 0 0
1 2 0 0
2 3 3 0
1 37 4 0
0 31 2 0
1 31 2 0
2 26 5 0
1 20 2 0
1 18 3 0
0 26 3 0
1 20 1 0
72 61
68 68
TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
12 12 20 0

27.27% 27.27% 45.45% 0.00%

SL ST SR SU
15 13 7 0

42.86% 37.14% 20.00% 0.00%

EL ET ER EU
8 272 22 1

2.64% 89.77% 7.26% 0.33%

WL WT WR WU
5 167 21 0

2.59% 86.53% 10.88% 0.00%
TOTAL
575
PEAK HR : 04:00 PM - 05:00 PM
8 8 4 0

0.500 0.500 0.500 0.000
4 147 9 1

1.000 0.750 0.563 0.250

0.774
2 83 12 0

0.500 0.902 0.375 0.000

0.808
TOTAL
306

0.922
PEAK HR VOL :

PEAK HR FACTOR :
8 6 14 0

0.667 0.750 0.438 0.000

0.636 0.714
National Data & Surveying Services
Intersection Turning Movement Count
Location: N Canon Ave & E Grand View Ave
City: Sierra Madre Project ID: 25-020177-004
Control: 2-Way Stop(NB/SB) Date: 5/22/2025
Data - Bikes
NS/EW Streets: N Canon Ave N Canon Ave E Grand View Ave E Grand View Ave AM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 1 0 0

SL ST SR SU

EASTBOUND
0 1 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
7:00 AM
7:15 AM
7:30 AM
7:45 AM
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 1 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 1 0
0 1 0 0
0 0 0 0
0 2 0 0
0 0 0 0
0 1 0 0
0 2
2 2
8:00 AM
8:15 AM
8:30 AM
8:45 AM
0 0 0 0
0 0 0 0
0 0 0 0
0 1 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 1 0 0
0 0 0 0
0 2 0 0
0 0 0 0
0 1 0 0
0 0 0 0
0 0 0 0
0 0 0 0
2 0
2 1
TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
0 1 0 0

0.00% 100.00% 0.00% 0.00%

SL ST SR SU
0 1 0 0

0.00% 100.00% 0.00% 0.00%

EL ET ER EU
0 4 1 0

0.00% 80.00% 20.00% 0.00%

WL WT WR WU
0 4 0 0

0.00% 100.00% 0.00% 0.00%
TOTAL
11 PEAK HR : 07:30 AM - 08:30 AM
0 1 0 0

0.000 0.250 0.000 0.000
0 2 1 0

0.000 0.500 0.250 0.000
0 2 0 0

0.000 0.500 0.000 0.000

0.500
TOTAL
6 0.750
PEAK HR VOL :

PEAK HR FACTOR :
0 0 0 0

0.000 0.000 0.000 0.000

0.250 0.750
PM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 1 0 0

SL ST SR SU

EASTBOUND
0 1 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
4:00 PM
4:15 PM
4:30 PM
4:45 PM
0 0 0 0
0 0 0 0
0 0 0 0
1 0 0 0
0 0 0 0
1 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 1 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 1
0 2
5:00 PM
5:15 PM
5:30 PM
5:45 PM
1 0 0 0
0 0 1 0
1 0 0 0
0 0 0 0
0 0 0 0
1 0 0 0
0 0 0 0
2 0 0 0
0 1 0 0
0 1 0 0
0 1 0 0
0 2 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 1 0 0
2 3
2 5
TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
3 0 1 0

75.00% 0.00% 25.00% 0.00%

SL ST SR SU
4 0 0 0
100.00% 0.00% 0.00% 0.00%

EL ET ER EU
0 6 0 0

0.00% 100.00% 0.00% 0.00%

WL WT WR WU
0 1 0 0

0.00% 100.00% 0.00% 0.00%
TOTAL
15 PEAK HR : 04:00 PM - 05:00 PM
1 0 0 0

0.250 0.000 0.000 0.000
0 1 0 0

0.000 0.250 0.000 0.000

0.250
0 0 0 0

0.000 0.000 0.000 0.000
TOTAL
3 0.375
PEAK HR VOL :

PEAK HR FACTOR :
1 0 0 0

0.250 0.000 0.000 0.000

0.250 0.250
National Data & Surveying Services
Intersection Turning Movement Count
Location: N Canon Ave & E Grand View Ave Project ID: 25-020177-004 City: Sierra Madre Date: 5/22/2025
Data - Pedestrians (Crosswalks)
NS/EW Streets: N Canon Ave N Canon Ave E Grand View Ave E Grand View Ave

AM NORTH LEG
EB WB

SOUTH LEG
EB WB

EAST LEG
NB SB

WEST LEG

NB SB TOTAL
7:00 AM
7:15 AM
7:30 AM
7:45 AM
1 0
1 0
0 0
0 2
0 1
0 2
0 0
1 0
0 2
2 0
1 2
0 1
0 0
0 0
0 0
0 1
4 5
3 5
8:00 AM
8:15 AM
8:30 AM
8:45 AM
0 2
3 0
0 2
0 0
3 0
2 0
0 0
2 0
1 4
0 0
2 1
4 0
0 0
1 2
0 0
2 0
10 8
5 8
TOTAL VOLUMES :

APPROACH %'s :

EB WB
5 6

45.45% 54.55%
EB WB
8 3

72.73% 27.27%
NB SB
10 10

50.00% 50.00%
NB SB
3 3

50.00% 50.00%
TOTAL
48 PEAK HR : 07:30 AM - 08:30 AM
6 0

0.500

0.500
2 7

0.500 0.438

0.450
1 3

0.250 0.375

0.333
TOTAL
26 0.650
PEAK HR VOL :

PEAK HR FACTOR :
3 4

0.250 0.500

0.583

PM NORTH LEG
EB WB

SOUTH LEG
EB WB

EAST LEG
NB SB

WEST LEG

NB SB TOTAL
4:00 PM
4:15 PM
4:30 PM
4:45 PM
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
0 0
0 0
0 0
0 0
0 0
0 0
1 0
0 0
0 0
1 1
5:00 PM
5:15 PM
5:30 PM
5:45 PM
0 0
0 0
0 0
3 0
0 1
1 1
1 0
0 0
0 1
0 0
1 2
0 0
0 0
0 0
0 0
2 0
2 2
4 5
TOTAL VOLUMES :

APPROACH %'s :

EB WB
3 0
100.00% 0.00%
EB WB
2 3

40.00% 60.00%
NB SB
1 3

25.00% 75.00%
NB SB
3 0
100.00% 0.00%
TOTAL
15 PEAK HR : 04:00 PM - 05:00 PM
0 1

0.250

0.250
0 0 1 0

0.250

0.250
TOTAL
2 0.500
PEAK HR VOL :

PEAK HR FACTOR :
0 0
ID: 25-020177-004
City: Sierra Madre
N Canon Ave

SOUTHBOUND
Day: Thursday
Date: 5/22/2025
07:30 AM - 08:30 AM AM 8 7 10 0 21 AM 7:00 AM - 09:00 AM NONE NOON 0 0 0 0 0 NOON NONE
04:00 PM - 05:00 PM PM 4 8 8 0 22 PM 4:00 PM - 06:00 PM

AM NOON PM PM NOON AM
0 1 0 0 0 12 0 5
169 0 113
51 0 9 0 0 0 1 0

AM NOON PM PM NOON AM
Totals (AM) PM 19 0 8 6 14 PM Total Bikes (AM)
NOON 0 0 0 0 0 NOON
4 93
51 5
206
10 AM 68 0 68 12 10 AM

NORTHBOUND
N Canon Ave
0 2
1 0
2 0
0 0
0 0
0 0
0 0
0 0
0 0
4 147
9 12
83 2
Prepared by National Data & Surveying Services
N Canon Ave & E Grand View Ave
Peak Hour Turning Movement Count
282 0 96
CONTROL 1 83 0 206
0 0 1 0 2-Way Stop(NB/SB) 0 2 0 10
4 93
0 0
4 147
0 1
TEV 484 0 306

AM NOON PM
PHF 0.72 0.92
0 0 0 0
Totals (NOON) Total Bikes (NOON)
Pedestrians (Crosswalks)
PM 0
NOON 0 0 PM
0 NOON
Totals (PM) AM 3 7 AM Total Bikes (PM)
AM 1
NOON 0
PM 1
2 AM
0 NOON
0 PM
0 1
0 0
0 0COUNT PERIODS E Grand View Ave

WESTBOUND
000
000
100
00600
1 681210
000
86 14
E Grand View Ave PEAK HOURS
488
000
87 10

EASTBOUND
003400

PM PMNOON NOONAM AMAM AMNOON NOONPM PM
001
000
010
National Data & Surveying Services
Intersection Turning Movement Count
Location: Wilson St & W Grand View Ave
City: Sierra Madre Project ID: 25-020177-005
Control: 1-Way Stop(NB) Date: 5/22/2025
Data - Totals
NS/EW Streets: Wilson St Wilson St W Grand View Ave W Grand View Ave AM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 0 0 0

SL ST SR SU

EASTBOUND
0 1 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
7:00 AM
7:15 AM
7:30 AM
7:45 AM
0 0 0 0
1 0 0 0
2 0 0 0
4 0 4 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 12 0 0
0 34 1 0
0 44 5 0
0 41 6 0
1 19 0 0
0 26 0 0
2 40 0 0
5 82 0 0
32 62
93 142
8:00 AM
8:15 AM
8:30 AM
8:45 AM
0 0 4 0
1 0 0 0
0 0 0 0
1 0 1 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 26 6 0
0 14 4 0
0 18 1 0
0 21 2 1
3 99 0 0
0 63 0 0
0 46 0 0
0 29 0 0
138
82 65
55 TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
9 0 9 0

50.00% 0.00% 50.00% 0.00%

SL ST SR SU
0 0 0 0

EL ET ER EU
0 210 25 1

0.00% 88.98% 10.59% 0.42%

WL WT WR WU
11 404 0 0

2.65% 97.35% 0.00% 0.00%
TOTAL
669
PEAK HR : 07:30 AM - 08:30 AM
0 0 0 0

0.000 0.000 0.000 0.000
0 125 21 0

0.000 0.710 0.875 0.000
10 284 0 0

0.500 0.717 0.000 0.000

0.721
TOTAL
455

0.801
PEAK HR VOL :

PEAK HR FACTOR :
7 0 8 0

0.438 0.000 0.500 0.000

0.469 0.745
PM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 0 0 0

SL ST SR SU

EASTBOUND
0 1 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
4:00 PM
4:15 PM
4:30 PM
4:45 PM
0 0 3 0
0 0 0 0
0 0 1 0
0 0 1 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 60 1 0
0 47 2 1
0 42 1 0
0 39 1 0
0 26 0 0
0 38 0 0
0 33 0 0
0 28 0 0
90 88
77 69
5:00 PM
5:15 PM
5:30 PM
5:45 PM
1 0 0 0
0 0 2 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 46 0 0
0 54 0 0
0 44 0 0
0 47 0 0
0 24 0 0
0 32 0 0
0 24 0 0
1 35 0 0
71 88
68 83
TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
1 0 7 0

12.50% 0.00% 87.50% 0.00%

SL ST SR SU
0 0 0 0

EL ET ER EU
0 379 5 1

0.00% 98.44% 1.30% 0.26%

WL WT WR WU
1 240 0 0

0.41% 99.59% 0.00% 0.00%
TOTAL
634
PEAK HR : 04:00 PM - 05:00 PM
0 0 0 0

0.000 0.000 0.000 0.000
0 188 5 1

0.000 0.783 0.625 0.250

0.795
0 125 0 0

0.000 0.822 0.000 0.000

0.822
TOTAL
324

0.900
PEAK HR VOL :

PEAK HR FACTOR :
0 0 5 0

0.000 0.000 0.417 0.000

0.417
National Data & Surveying Services
Intersection Turning Movement Count
Location: Wilson St & W Grand View Ave
City: Sierra Madre Project ID: 25-020177-005
Control: 1-Way Stop(NB) Date: 5/22/2025
Data - Bikes
NS/EW Streets: Wilson St Wilson St W Grand View Ave W Grand View Ave AM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 0 0 0

SL ST SR SU

EASTBOUND
0 1 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
7:00 AM
7:15 AM
7:30 AM
7:45 AM
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 1 0
0 0 0 0
0 0 0 0
0 1 0 0
0 1 0 0
0 0
1 2
8:00 AM
8:15 AM
8:30 AM
8:45 AM
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 1 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 1 0 0
0 0 0 0
0 0 0 0
0 0 0 0
2 0
0 0
TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
0 0 0 0

SL ST SR SU
0 0 0 0

EL ET ER EU
0 1 1 0

0.00% 50.00% 50.00% 0.00%

WL WT WR WU
0 3 0 0

0.00% 100.00% 0.00% 0.00%
TOTAL
5 PEAK HR : 07:30 AM - 08:30 AM
0 0 0 0

0.000 0.000 0.000 0.000
0 1 1 0

0.000 0.250 0.250 0.000
0 3 0 0

0.000 0.750 0.000 0.000

0.750
TOTAL
5 0.625
PEAK HR VOL :

PEAK HR FACTOR :
0 0 0 0

0.000 0.000 0.000 0.000

0.500
PM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 0 0 0

SL ST SR SU

EASTBOUND
0 1 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
4:00 PM
4:15 PM
4:30 PM
4:45 PM
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0
0 0
5:00 PM
5:15 PM
5:30 PM
5:45 PM
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 2 0 0
0 0 0 0
0 0 0 0
0 1 0 0
0 1 0 0
0 1 0 0
0 0 0 0
1 3
1 0
TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
0 0 0 0

SL ST SR SU
0 0 0 0

EL ET ER EU
0 2 0 0

0.00% 100.00% 0.00% 0.00%

WL WT WR WU
0 3 0 0

0.00% 100.00% 0.00% 0.00%
TOTAL
5 PEAK HR : 04:00 PM - 05:00 PM
0 0 0 0

0.000 0.000 0.000 0.000
0 0 0 0

0.000 0.000 0.000 0.000
TOTAL
PEAK HR VOL : 0
PEAK HR FACTOR :
0 0 0 0

0.000 0.000 0.000 0.000
National Data & Surveying Services
Intersection Turning Movement Count
Location: Wilson St & W Grand View Ave Project ID: 25-020177-005 City: Sierra Madre Date: 5/22/2025
Data - Pedestrians (Crosswalks)
NS/EW Streets: Wilson St Wilson St W Grand View Ave W Grand View Ave

AM NORTH LEG
EB WB

SOUTH LEG
EB WB

EAST LEG
NB SB

WEST LEG

NB SB TOTAL
7:00 AM
7:15 AM
7:30 AM
7:45 AM
0 0
0 0
0 0
0 0
0 0
0 1
1 3
1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
4 1
8:00 AM
8:15 AM
8:30 AM
8:45 AM
0 0
0 0
0 0
0 0
0 4
0 5
1 5
4 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
4 5
6 5
TOTAL VOLUMES :

APPROACH %'s :

EB WB
0 0
EB WB
7 19

26.92% 73.08%
NB SB
0 0
NB SB
0 0
TOTAL
26 PEAK HR : 07:30 AM - 08:30 AM
2 12

0.500 0.600

0.700
0 0 0 0
TOTAL
14 0.700
PEAK HR VOL :

PEAK HR FACTOR :
0 0

PM NORTH LEG
EB WB

SOUTH LEG
EB WB

EAST LEG
NB SB

WEST LEG

NB SB TOTAL
4:00 PM
4:15 PM
4:30 PM
4:45 PM
0 0
0 0
0 0
0 0
0 0
1 1
0 1
0 0
0 2
0 0
0 0
0 0
0 0
0 0
0 0
0 0
2 2
1 0
5:00 PM
5:15 PM
5:30 PM
5:45 PM
0 0
0 0
0 0
0 0
2 0
1 1
0 1
0 0
0 0
0 0
0 0
0 0
0 1
0 0
0 0
1 0
3 2
1 1
TOTAL VOLUMES :

APPROACH %'s :

EB WB
0 0
EB WB
4 4

50.00% 50.00%
NB SB
0 2

0.00% 100.00%
NB SB
1 1

50.00% 50.00%
TOTAL
12 PEAK HR : 04:00 PM - 05:00 PM
1 2

0.250 0.500

0.375
0 2

0.250

0.250
0 0
TOTAL
5 0.625
PEAK HR VOL :

PEAK HR FACTOR :
0 0
ID: 25-020177-005
City: Sierra Madre
Wilson St

SOUTHBOUND
Day: Thursday
Date: 5/22/2025
07:30 AM - 08:30 AM AM 0 0 0 0 0 AM 7:00 AM - 09:00 AM
NONE NOON 0 0 0 0 0 NOON NONE
04:00 PM - 05:00 PM PM 0 0 0 0 0 PM 4:00 PM - 06:00 PM

AM NOON PM PM NOON AM
0 0 0 0 0 0 0 0
193 0 133
21 0 5 0 0 0 1 0

AM NOON PM PM NOON AM
Totals (AM) PM 5 0 0 0 5 PM Total Bikes (AM)
NOON 0 0 0 0 0 NOON
0 125
21 0
284
10 AM 31 0 7 0 8 AM

NORTHBOUND
Wilson St
0 1
1 0
3 0
0 0
0 0
0 0
0 0
0 0
0 0
0 188
5 0
125
0 Prepared by National Data & Surveying Services
Wilson St & W Grand View Ave
Peak Hour Turning Movement Count
291 0 126
CONTROL 1 125 0 284
0 0 1 0 1-Way Stop(NB) 0 0 0 10
0 125
0 0
0 188
0 1
TEV 455 0 324

AM NOON PM
PHF 0.80 0.90
0 0 0 0
Totals (NOON) Total Bikes (NOON)
Pedestrians (Crosswalks)
PM 0
NOON 0 2 PM
0 NOON
Totals (PM) AM 0 0 AM Total Bikes (PM)
AM 0
NOON 0
PM 0
0 AM
0 NOON
0 PM
0 0
0 0
0 0COUNT PERIODS
W Grand View Ave

WESTBOUND
000
000
000
10 2 120
2 708
000
005
W Grand View Ave PEAK HOURS
000
000
000

EASTBOUND
000000

PM PMNOON NOONAM AMAM AMNOON NOONPM PM
000
000
000
National Data & Surveying Services
Intersection Turning Movement Count
Location: Michillinda Ave & Valley View Ave/W Montecito Ave City: Sierra Madre Project ID: 25-020177-006
Control: 2-Way Stop(EB/WB) Date: 5/22/2025
Data - Totals
NS/EW Streets: Michillinda Ave Michillinda Ave Valley View Ave/W Montecito Ave Valley View Ave/W Montecito Ave AM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 1 0 0

SL ST SR SU

EASTBOUND
0 1 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
7:00 AM
7:15 AM
7:30 AM
7:45 AM
5 32 2 0
6 70 2 0
2 100 4 0
7 84 9 0
0 58 1 0
0 78 0 0
0 105 0 0
1 161 0 0
0 0 8 0
0 0 7 0
0 1 4 1
1 1 11 0
3 1 0 0
3 0 0 0
8 0 2 0
12 0 5 0
110
166
227
292
8:00 AM
8:15 AM
8:30 AM
8:45 AM
11 76 6 4
10 52 2 0
14 68 3 0
10 53 5 0
3 190 7 0
1 139 2 0
1 107 1 0
1 76 0 0
1 0 7 0
0 1 4 0
0 0 7 0
1 0 9 0
14 3 4 0
8 0 0 0
2 0 0 0
3 1 1 0
326
219
203
160
TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
65 535 33 4

10.20% 83.99% 5.18% 0.63%

SL ST SR SU
7 914 11 0

0.75% 98.07% 1.18% 0.00%

EL ET ER EU
3 3 57 1

4.69% 4.69% 89.06% 1.56%

WL WT WR WU
53 5 12 0

75.71% 7.14% 17.14% 0.00%
TOTAL
1703
PEAK HR : 07:30 AM - 08:30 AM
5 595 9 0

0.417 0.783 0.321 0.000
2 3 26 1

0.500 0.750 0.591 0.250
42 3 11 0

0.750 0.250 0.550 0.000

0.667
TOTAL
1064

0.816
PEAK HR VOL :

PEAK HR FACTOR :
30 312 21 4

0.682 0.780 0.583 0.250

0.866 0.761 0.615
PM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 1 0 0

SL ST SR SU

EASTBOUND
0 1 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5 88 7 0
9 85 5 0
21 81 11 1
11 79 10 0
0 80 1 0
0 90 3 0
1 78 2 0
3 69 4 0
0 0 10 0
0 0 6 0
3 2 11 0
0 3 10 0
0 1 1 0
6 2 0 0
4 1 0 0
4 1 1 0
193
206
216
195
5:00 PM
5:15 PM
5:30 PM
5:45 PM
8 101 9 0
6 104 5 0
10 81 4 0
17 76 6 0
0 70 0 0
1 80 0 0
0 67 2 0
2 78 4 0
0 0 7 0
0 1 3 0
1 2 11 0
1 1 13 0
5 0 0 0
2 0 0 0
4 1 0 0
2 1 1 0
200
202
183
202
TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
87 695 57 1

10.36% 82.74% 6.79% 0.12%

SL ST SR SU
7 612 16 0

1.10% 96.38% 2.52% 0.00%

EL ET ER EU
5 9 71 0

5.88% 10.59% 83.53% 0.00%

WL WT WR WU
27 7 3 0

72.97% 18.92% 8.11% 0.00%
TOTAL
1597
PEAK HR : 04:15 PM - 05:15 PM
4 307 9 0

0.333 0.853 0.563 0.000
3 5 34 0

0.250 0.417 0.773 0.000

0.656
19 4 1 0

0.792 0.500 0.250 0.000

0.750
TOTAL
817

0.946
PEAK HR VOL :

PEAK HR FACTOR :
49 346 35 1

0.583 0.856 0.795 0.250

0.913 0.860
National Data & Surveying Services
Intersection Turning Movement Count
Location: Michillinda Ave & Valley View Ave/W Montecito Ave City: Sierra Madre Project ID: 25-020177-006
Control: 2-Way Stop(EB/WB) Date: 5/22/2025
Data - Bikes
NS/EW Streets: Michillinda Ave Michillinda Ave Valley View Ave/W Montecito Ave Valley View Ave/W Montecito Ave AM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 1 0 0

SL ST SR SU

EASTBOUND
0 1 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
7:00 AM
7:15 AM
7:30 AM
7:45 AM
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0
0 0
8:00 AM
8:15 AM
8:30 AM
8:45 AM
0 1 0 0
0 1 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
1 0 0 0
0 0 0 0
0 0 0 0
1 2
0 0
TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
0 2 0 0

0.00% 100.00% 0.00% 0.00%

SL ST SR SU
0 0 0 0

EL ET ER EU
0 0 0 0

WL WT WR WU
1 0 0 0
100.00% 0.00% 0.00% 0.00%
TOTAL
3 PEAK HR : 07:30 AM - 08:30 AM
0 0 0 0

0.000 0.000 0.000 0.000
0 0 0 0

0.000 0.000 0.000 0.000
1 0 0 0

0.250 0.000 0.000 0.000

0.250
TOTAL
3 0.375
PEAK HR VOL :

PEAK HR FACTOR :
0 2 0 0

0.000 0.500 0.000 0.000

0.500
PM

NORTHBOUND
0 1 0 0

NL NT NR NU

SOUTHBOUND
0 1 0 0

SL ST SR SU

EASTBOUND
0 1 0 0

EL ET ER EU

WESTBOUND
0 1 0 0

WL WT WR WU TOTAL
4:00 PM
4:15 PM
4:30 PM
4:45 PM
0 0 0 0
1 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
1 0 0 0
0 0 0 0
0 0 0 0
1 0 0 0
0 0 0 0
0 1 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 2
1 1
5:00 PM
5:15 PM
5:30 PM
5:45 PM
0 0 0 0
0 1 0 0
0 0 0 0
0 1 0 0
1 0 0 0
1 1 0 0
1 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
1 0 0 0
0 0 0 0
0 1 0 0
0 0 0 0
2 3
2 1
TOTAL VOLUMES :

APPROACH %'s :

NL NT NR NU
1 2 0 0

33.33% 66.67% 0.00% 0.00%

SL ST SR SU
4 1 0 0

80.00% 20.00% 0.00% 0.00%

EL ET ER EU
1 1 0 0

50.00% 50.00% 0.00% 0.00%

WL WT WR WU
1 1 0 0

50.00% 50.00% 0.00% 0.00%
TOTAL
12 PEAK HR : 04:15 PM - 05:15 PM
2 0 0 0

0.500 0.000 0.000 0.000
1 1 0 0

0.250 0.250 0.000 0.000

0.500
1 0 0 0

0.250 0.000 0.000 0.000

0.250
TOTAL
6 0.750
PEAK HR VOL :

PEAK HR FACTOR :
1 0 0 0

0.250 0.000 0.000 0.000

0.250 0.500
National Data & Surveying Services
Intersection Turning Movement Count
Location: Michillinda Ave & Valley View Ave/W Montecito Ave Project ID: 25-020177-006 City: Sierra Madre Date: 5/22/2025
Data - Pedestrians (Crosswalks)
NS/EW Streets: Michillinda Ave Michillinda Ave Valley View Ave/W Montecito Ave
Valley View Ave/W
Montecito Ave

AM NORTH LEG
EB WB

SOUTH LEG
EB WB

EAST LEG
NB SB

WEST LEG

NB SB TOTAL
7:00 AM
7:15 AM
7:30 AM
7:45 AM
0 0
2 0
1 1
0 0
0 0
0 0
0 0
0 0
0 0
0 2
0 2
1 0
0 1
1 0
0 0
0 0
1 5
4 1
8:00 AM
8:15 AM
8:30 AM
8:45 AM
0 1
1 0
0 0
1 1
0 0
0 0
0 0
0 0
0 0
0 3
0 1
4 1
0 0
0 0
1 1
0 0
1 4
3 7
TOTAL VOLUMES :

APPROACH %'s :

EB WB
5 3

62.50% 37.50%
EB WB
0 0
NB SB
5 9

35.71% 64.29%
NB SB
2 2

50.00% 50.00%
TOTAL
26 PEAK HR : 07:30 AM - 08:30 AM
0 0 1 5

0.250 0.417

0.500
0 0
TOTAL
10 0.625
PEAK HR VOL :

PEAK HR FACTOR :
2 2

0.500 0.500

0.500

PM NORTH LEG
EB WB

SOUTH LEG
EB WB

EAST LEG
NB SB

WEST LEG

NB SB TOTAL
4:00 PM
4:15 PM
4:30 PM
4:45 PM
0 0
0 0
2 2
0 0
0 0
0 0
0 0
0 0
0 0
0 2
0 2
1 2
0 0
0 1
3 0
0 1
0 3
9 4
5:00 PM
5:15 PM
5:30 PM
5:45 PM
0 0
0 0
0 0
2 1
0 0
0 0
0 0
0 0
0 2
0 2
0 0
1 2
3 0
0 0
1 0
1 1
5 2
1 8
TOTAL VOLUMES :

APPROACH %'s :

EB WB
4 3

57.14% 42.86%
EB WB
0 0
NB SB
2 12

14.29% 85.71%
NB SB
8 3

72.73% 27.27%
TOTAL
32 PEAK HR : 04:15 PM - 05:15 PM
0 0 1 8

0.250 1.000

0.750
6 2

0.500 0.500

0.667
TOTAL
21 0.583
PEAK HR VOL :

PEAK HR FACTOR :
2 2

0.250 0.250

0.250
ID: 25-020177-006
City: Sierra Madre
Michillinda Ave

SOUTHBOUND
Day: Thursday
Date: 5/22/2025
07:30 AM - 08:30 AM AM 9 595 5 0 325 AM 7:00 AM - 09:00 AM NONE NOON 0 0 0 0 0 NOON NONE
04:15 PM - 05:15 PM PM 9 307 4 0 350 PM 4:00 PM - 06:00 PM

AM NOON PM PM NOON AM
0 1 0 0 0 1 0 11
2 0 3 0 TEV 1064 0 817
PM

0.95 0 0 0 0
3 0 5 1 PHF

AM NOON

0.82 44 0 29
26 0 34 0 0 0 1 0

AM NOON PM PM NOON AM
Totals (AM) PM 361 1 49 346 35 PM Total Bikes (AM)
NOON 0 0 0 0 0 NOON
2 3
26 11
3 42
AM 667 4 30 312 21 AM

NORTHBOUND
Michillinda Ave
0 0
0 0
0 1
0 0
0 0
0 0
0 0
0 0
0 0
3 5
34 1
4 19
Prepared by National Data & Surveying Services
Michillinda Ave & Valley View Ave/W Montecito Ave
Peak Hour Turning Movement Count
43 0 62
CONTROL 1 4 0 3
1 0 0 0 2-Way Stop(EB/WB) 0 19 0 42
Totals (NOON) Total Bikes (NOON)
Pedestrians (Crosswalks)
PM 2
NOON 0
8 PM
0 NOON
Totals (PM) AM 0 5 AM Total Bikes (PM)
AM 0
NOON 0
PM 6
1 AM
0 NOON
1 PM
1 1
0 0
0 1COUNT PERIODS Valley View Ave/W Montecito Ave

WESTBOUND
020
000
100
00000
0 3031221
000
4934635
Valley View Ave/W Montecito Ave PEAK HOURS
93074
000
95955

EASTBOUND
202202
PM PM

NOON NOON

AM AMAM AM

NOON NOONPM PM
002
000
000

ATTACHMENT C
All-Way Stop Warrant Sheets
Sierra Madre Traffic Study
City of Sierra Madre

MULTI-WAY STOP SIGN WORKSHEET
Prepared by Willdan Engineering
MAJOR STREET: Fairview Avenue 85TH SPEED:

OTHER MULTI-WAY STOP CONDITIONS
A. Need to control left turn conflicts

WARRANTED
B. Need to control vehicle/pedestrian conflicts at high ped locations C. Visibility obstruction after stopping on minor street approach D. Two similar neighborhood collector streets that would improve operation YES NO
YES NO
YES NO
YES NO
YES NO
MINOR STREET: Sunnyside Avenue DATE: 7/10/2025
NO
If traffic signals are justified, stop signs can be installed as an interim measure.

NO
Are there five or more reported collisions within a 12-month period of a type correctable by a multi-way stop sign? No reported collisions in a 12-month period.

NO
If the 85th percentile speed of the major street exceeds 40 MPH, use 70% volume.

Street
Min
Volume 70% 80% Avg. Hour / Volume
7 AM 8 AM 9 AM 11 AM 12 PM 3 PM 4 PM 5 PM
Major 300 210 168 31 58 61 50 46 50 49 44 51
Minor 200 140 118 51 24 31 25 33 42 36 22 36
And, does the minor street have an average delay of at least 30 seconds in the peak hour? NO
Are there four or more reported accidents within a 12-month period of a type correctable by a multi-way stop sign, and
Average major and minor street volumes are at least 80% of the minimum values, and Minor street has an average delay of at least 24 seconds in the peak hour? Peak Average Delay NOT EVALUATED
CRITERIA A – Interim Measure WARRANTED YES

CRITERIA B - COLLISION RECORD WARRANTED YES

CRITERIA C - TRAFFIC VOLUMES WARRANTED YES
CRITERIA D - 80% COMBINATION WARRANTED YES
City of Sierra Madre

MULTI-WAY STOP SIGN WORKSHEET
Prepared by Willdan Engineering
MAJOR STREET: S. Sunnyside Avenue 85TH SPEED:

OTHER MULTI-WAY STOP CONDITIONS
A. Need to control left turn conflicts

WARRANTED YES
YES
YES
YES
YES
NO
NO
NO
NO
NO
B. Need to control vehicle/pedestrian conflicts at high ped locations C. Visibility obstruction after stopping on minor street approach D. Two similar neighborhood collector streets that would improve operation MINOR STREET: Mariposa Avenue DATE: 7/10/2025
NO
If traffic signals are justified, stop signs can be installed as an interim measure.

NO
Are there five or more reported collisions within a 12-month period of a type correctable by a multi-way stop sign? No reported collisions in a 12-month period.

NO
If the 85th percentile speed of the major street exceeds 40 MPH, use 70% volume.

Street
Min
Volume 70% 80% Avg. Hour / Volume
7 AM 8 AM 11 AM 12 PM 2 PM 3 PM 4 PM 5 PM
Major 300 210 168 91 70 116 74 93 79 119 90 83
Minor 200 140 118 54 55 53 42 45 60 63 60 52
And, does the minor street have an average delay of at least 30 seconds in the peak hour? NO
Are there four or more reported accidents within a 12-month period of a type correctable by a multi-way stop sign, and
Average major and minor street volumes are at least 80% of the minimum values, and Minor street has an average delay of at least 24 seconds in the peak hour? Peak Average Delay NOT EVALUATED
CRITERIA A – Interim Measure WARRANTED YES

CRITERIA B - COLLISION RECORD WARRANTED YES

CRITERIA C - TRAFFIC VOLUMES WARRANTED YES
CRITERIA D - 80% COMBINATION WARRANTED YES
City of Sierra Madre

MULTI-WAY STOP SIGN WORKSHEET
Prepared by Willdan Engineering
MAJOR STREET: Michillinda Avenue 85TH SPEED:

OTHER MULTI-WAY STOP CONDITIONS
A. Need to control left turn conflicts

WARRANTED YES
YES
YES
YES
YES
NO
NO
NO
NO
NO
B. Need to control vehicle/pedestrian conflicts at high ped locations C. Visibility obstruction after stopping on minor street approach D. Two similar neighborhood collector streets that would improve operation MINOR STREET: W. Grand View Avenue DATE: 7/10/2025
NO
If traffic signals are justified, stop signs can be installed as an interim measure.

NO
Are there five or more reported collisions within a 12-month period of a type correctable by a multi-way stop sign? No reported collisions in a 12-month period.

NO
If the 85th percentile speed of the major street exceeds 40 MPH, use 70% volume.

Street
Min
Volume 70% 80% Avg. Hour / Volume
7 AM 8 AM 12 PM 2 PM 3 PM 4 PM 5 PM 6 PM
Major 300 210 168 394 371 395 387 412 460 400 412 311
Minor 200 140 118 145 178 245 87 140 179 122 117 90
And, does the minor street have an average delay of at least 30 seconds in the peak hour? NO
Are there four or more reported accidents within a 12-month period of a type correctable by a multi-way stop sign, and
Average major and minor street volumes are at least 80% of the minimum values, and Minor street has an average delay of at least 24 seconds in the peak hour? Peak Average Delay NOT EVALUATED
CRITERIA A – Interim Measure WARRANTED YES

CRITERIA B - COLLISION RECORD WARRANTED YES

CRITERIA C - TRAFFIC VOLUMES WARRANTED YES
CRITERIA D - 80% COMBINATION WARRANTED YES
City of Sierra Madre

MULTI-WAY STOP SIGN WORKSHEET
Prepared by Willdan Engineering
MAJOR STREET: E. Grand View Avenue 85TH SPEED:

OTHER MULTI-WAY STOP CONDITIONS
A. Need to control left turn conflicts

WARRANTED YES
YES
YES
YES
YES
NO
NO
NO
NO
NO
B. Need to control vehicle/pedestrian conflicts at high ped locations C. Visibility obstruction after stopping on minor street approach D. Two similar neighborhood collector streets that would improve operation MINOR STREET: N. Canon Avenue DATE: 7/10/2025
NO
If traffic signals are justified, stop signs can be installed as an interim measure.

NO
Are there five or more reported collisions within a 12-month period of a type correctable by a multi-way stop sign? There was a single reported collision in a 12-month period.

NO
If the 85th percentile speed of the major street exceeds 40 MPH, use 70% volume.

Street
Min
Volume 70% 80% Avg. Hour / Volume
7 AM 8 AM 9 AM 2 PM 3 PM 4 PM 5 PM 6 PM
Major 300 210 168 255 294 269 229 240 303 258 238 212
Minor 200 140 118 53 58 92 31 36 34 96 48 31
And, does the minor street have an average delay of at least 30 seconds in the peak hour? NO
Are there four or more reported accidents within a 12-month period of a type correctable by a multi-way stop sign, and
Average major and minor street volumes are at least 80% of the minimum values, and Minor street has an average delay of at least 24 seconds in the peak hour? Peak Average Delay NOT EVALUATED
CRITERIA A – Interim Measure WARRANTED YES

CRITERIA B - COLLISION RECORD WARRANTED YES

CRITERIA C - TRAFFIC VOLUMES WARRANTED YES
CRITERIA D - 80% COMBINATION WARRANTED YES
City of Sierra Madre

MULTI-WAY STOP SIGN WORKSHEET
Prepared by Willdan Engineering
MAJOR STREET: W. Grand View Avenue 85TH SPEED:

OTHER MULTI-WAY STOP CONDITIONS
A. Need to control left turn conflicts

WARRANTED YES
YES
YES
YES
YES
NO
NO
NO
NO
NO
B. Need to control vehicle/pedestrian conflicts at high ped locations C. Visibility obstruction after stopping on minor street approach D. Two similar neighborhood collector streets that would improve operation MINOR STREET: Wilson Street DATE: 7/10/2025
NO
If traffic signals are justified, stop signs can be installed as an interim measure.

NO
Are there five or more reported collisions within a 12-month period of a type correctable by a multi-way stop sign? There were no reported collision in a 12-month period.

NO
If the 85th percentile speed of the major street exceeds 40 MPH, use 70% volume.

Street
Min
Volume 70% 80% Avg. Hour / Volume
7 AM 8 AM 9 AM 2 PM 3 PM 4 PM 5 PM 6 PM
Major 300 210 168 299 318 333 222 297 363 319 307 231
Minor 200 140 118 7 11 7 2 3 21 5 3 4
And, does the minor street have an average delay of at least 30 seconds in the peak hour? NO
Are there four or more reported accidents within a 12-month period of a type correctable by a multi-way stop sign, and
Average major and minor street volumes are at least 80% of the minimum values, and Minor street has an average delay of at least 24 seconds in the peak hour? Peak Average Delay NOT EVALUATED
CRITERIA A – Interim Measure WARRANTED YES

CRITERIA B - COLLISION RECORD WARRANTED YES

CRITERIA C - TRAFFIC VOLUMES WARRANTED YES
CRITERIA D - 80% COMBINATION WARRANTED YES
City of Sierra Madre

MULTI-WAY STOP SIGN WORKSHEET
Prepared by Willdan Engineering
MAJOR STREET: Michillinda Avenue 85TH SPEED:

OTHER MULTI-WAY STOP CONDITIONS
A. Need to control left turn conflicts

WARRANTED
B. Need to control vehicle/pedestrian conflicts at high ped locations C. Visibility obstruction after stopping on minor street approach D. Two similar neighborhood collector streets that would improve operation YES NO
YES NO
YES NO
YES NO
YES NO
MINOR STREET: Valley View Street/Montecito Avenue DATE: 7/10/2025 NO
If traffic signals are justified, stop signs can be installed as an interim measure.

NO
Are there five or more reported collisions within a 12-month period of a type correctable by a multi-way stop sign? There were no reported collision in a 12-month period.

NO
If the 85th percentile speed of the major street exceeds 40 MPH, use 70% volume.

Street
Min
Volume 70% 80% Avg. Hour / Volume
7 AM 8 AM 12 PM 2 PM 3 PM 4 PM 5 PM 6 PM
Major 300 210 168 714 727 842 575 694 854 744 731 543
Minor 200 140 118 58 68 66 44 42 68 66 56 57
And, does the minor street have an average delay of at least 30 seconds in the peak hour? NO
Are there four or more reported accidents within a 12-month period of a type correctable by a multi-way stop sign, and
Average major and minor street volumes are at least 80% of the minimum values, and Minor street has an average delay of at least 24 seconds in the peak hour? Peak Average Delay NOT EVALUATED
CRITERIA A – Interim Measure WARRANTED YES

CRITERIA B - COLLISION RECORD WARRANTED YES

CRITERIA C - TRAFFIC VOLUMES WARRANTED YES
CRITERIA D - 80% COMBINATION WARRANTED YES

ATTACHMENT D
Parking Occupancy Survey
Sierra Madre Traffic Study
Prepared by National Data & Surveying Services
Parking Study
Project ID: 25-020179 Date: 5/28/2025
City: Sierra Madre, CA Day: Wednesday
Number of spaces provided for " Unmarked " segments are only approximate. Occupancy may exceed inventory.

Segment Street From To Curb Type
Side of
the Street Marked/Unmarked Restriction Measurement (ft.)/# of Spaces (if Marked) Space 7:00 AM 8:00 AM 9:00 AM 2:00 PM 3:00 PM 4:00 PM 001 W Grand View Ave Michillinda Ave Wilson St Regular S Unmarked No Parking on City Streets 2am-5am 563' 28 0 0 0 0 0 1 002 W Grand View Ave Wilson St Jameson Ct Regular S Unmarked No Restriction 774' 39 0 0 0 0 0 0 003 W Grand View Ave Jameson Ct N Lima St Regular S Unmarked No Restriction 452' 23 0 1 0 2 3 2 004 W Grand View Ave N Lima St Auburn Ave Regular S Unmarked No Restriction 1060' 53 1 1 3 1 2 0 005 W Grand View Ave Auburn Ave N Baldwin Ave Regular S Unmarked No Restriction 501' 25 4 6 4 7 8 7 006 W Grand View Ave N Baldwin Ave Auburn Ave Regular N Unmarked No Restriction 461' 23 3 4 2 3 3 3 007 W Grand View Ave Auburn Ave N Lima St Regular N Unmarked No Restriction 1052' 53 2 4 7 7 5 6 007 W Grand View Ave Auburn Ave N Lima St Regular N Unmarked Illegal - 0 0 0 0 0 0 008 W Grand View Ave N Lima St Sunnyside Ave Regular N Unmarked No Restriction 995' 50 1 3 3 3 1 0 009 W Grand View Ave Sunnyside Ave Michillinda Ave Regular N Unmarked No Restriction 728' 36 1 1 0 2 2 3 Prepared by National Data & Surveying Services
Parking Study
Project ID: 25-020179 Date: 5/31/2025
City: Sierra Madre, CA Day: Saturday
Number of spaces provided for " Unmarked " segments are only approximate. Occupancy may exceed inventory.

Segment Street From To Curb Type
Side of
the Street Marked/Unmarked Restriction Measurement (ft.)/# of Spaces (if Marked) Space 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 001 W Grand View Ave Michillinda Ave Wilson St Regular S Unmarked No Parking on City Streets 2am-5am 563' 28 0 0 0 0 0 0 002 W Grand View Ave Wilson St Jameson Ct Regular S Unmarked No Restriction 774' 39 0 0 0 0 0 0 003 W Grand View Ave Jameson Ct N Lima St Regular S Unmarked No Restriction 452' 23 0 0 1 0 0 0 004 W Grand View Ave N Lima St Auburn Ave Regular S Unmarked No Restriction 1060' 53 3 3 3 3 3 3 005 W Grand View Ave Auburn Ave N Baldwin Ave Regular S Unmarked No Restriction 501' 25 5 5 5 5 5 5 006 W Grand View Ave N Baldwin Ave Auburn Ave Regular N Unmarked No Restriction 461' 23 3 3 3 3 3 3 007 W Grand View Ave Auburn Ave N Lima St Regular N Unmarked No Restriction 1052' 53 3 3 3 3 3 3 007 W Grand View Ave Auburn Ave N Lima St Regular N Unmarked Illegal - 0 1 1 0 0 0 008 W Grand View Ave N Lima St Sunnyside Ave Regular N Unmarked No Restriction 995' 50 1 1 1 1 1 1 009 W Grand View Ave Sunnyside Ave Michillinda Ave Regular N Unmarked No Restriction 728' 36 5 5 5 6 3 2 Note: Segment-007 - 1:00pm-2:00pm - There was a vehicle illegally parked in a driveway.

CITY OF
SIERRA
MADRE

STAFF REPORT

CITY CLERK'S OFFICE
DATE: May 12, 2026
TO: Honorable Mayor and City Council
FROM: Laura Aguilar, City Clerk
SUBJECT: Report, Discussion, Direction on City Boards & Commissions Attendance Policy

RECOMMENDATION
It is recommended that the City Council discuss and provide direction on a proposed City Boards & Commissions Attendance Policy.

SUMMARY
The Sierra Madre Municipal Code addresses commission appointments and terms, but stops short of addressing attendance. Section 2.04.070 (Terms of Board and Commission Appointees) reads as follows:

2.04.070 - Terms of board and commission appointees.

A. Unless otherwise provided by law or this code, the provisions of this section shall apply to all members of city commissions and boards other than the board of library trustees, which is governed by the California Education Code.

B. The terms of all members of boards and commissions created by this code expire on June 30th of the calendar year in which they are scheduled to expire.

C. No commission or board member shall serve more than two, consecutive, full terms although a person may be reappointed after a break in service. Completion of a partial term shall not constitute a "full term" for purposes of this section, nor shall service on two different boards or commissions be counted in determining when a commission or board member has reached the term limit provided by this chapter.

D. All terms of service on city commissions and boards established by this code shall be for four years unless otherwise required by law or specified by this code.

E. The city council may remove any person from any city board or commission at any time by with or without cause, provided that its action to do so is by a motion supported by the affirmative votes of three members of the city council.

F. All city commissions will consist of five commissioners. City commissions may exceed five members if the city council reappoints existing members who are eligible for an additional term as of July 14, 2020, Only when the number of commissioners decreases to less than five will the city council consider appointing new members.

DISCUSSION & ANALYSIS
Purpose
The purpose of this report is to outline and recommend adoption of a formal Commissioner/Board Attendance Policy to ensure consistent participation, support effective decision‑making, and maintain the accountability expected of City-appointed commissioners.

Background
In order for a board, committee, or commission to be effective and efficient, its membership must be actively involved and attendant to the business of the City. City commissions and boards rely on regular attendance from appointed members to conduct business, achieve quorum, and effectively carry out their advisory roles. In recent years, staff has noted inconsistent attendance patterns on certain commissions, resulting in delayed actions, canceled meetings, and reduced continuity.

Many cities implement clear attendance expectations to ensure commissioners and board members understand their responsibilities and to provide a transparent process for managing chronic absenteeism. Establishing such a policy will help reinforce the City’s commitment to effective governance and accountability.

Policy Overview
The proposed Attendance Policy sets forth the following components:

1. Expectations for Attendance
Commissioners are expected to attend all Regular and Special Meetings of the Body.

When a commissioner is unable to attend, they must notify staff in advance by email, in person, or by phone, and no less than 72 hours before a meeting, if possible.

Not included in the proposed Attendance Policy is the section of SB707 that addresses attendance for City Council Members. SB707 will be effective July 1, 2026, teleconference participation for the City Council will be as follows:
2 meetings/year (body meets 1 per month)
5 meetings/year (body meets 2 per month)
7 meetings/year (body meets 3+ per month)
The City Council may consider a similar participatation requirement for commissions and boards.

1. Definition of Absence
The failure of a Member to attend a scheduled meeting. Examples of absences may include:

Illness or medical appointments
Family emergencies
Work-related conflicts
Pre‑approved travel

2. Attendance Thresholds
A commissioner may be subject to review if they:

Accumulate three unexcused absences within a 12-month period, or Failure to attend 75% of scheduled meetings annually, regardless of excused/unexcused status (Thresholds may be adjusted by appropriate Council action.) The 75% threshold is consistent with the requirements for Student Commissioners, as approved by the City Council in 2025.

3. Process for Review and Removal
Staff Liaison will be responsible for tracking a Member's meeting attendance.

When a commissioner exceeds the established thresholds, staff will notify the Chair and the appointing authority.

The appointing authority may choose to issue a warning, request a meeting with the commissioner, or remove and replace the commissioner.

4. Vacancy Procedures
If a commissioner resigns or is removed due to attendance issues, the vacancy will be filled following the City’s existing appointment procedures, pursuant to City Council Resolution No. 17-47, as adopted by the City Council on October 3, 2017.

Recommendation
Staff recommends that the City Council:

Discuss and provide direction on a proposed City Boards & Commissions Attendance Policy.

STRATEGIC PLAN RELATIONSHIP
• Goal 2 of Community Enrichment: Improve Communication and Collaboration • Goal 2 of Organizational Stability: Build on Fiscal Stability

ENVIRONMENTAL ANALYSIS
Not a CEQA Project under: 14 CCR 15378(b)(5)- organizational or administrative activities

FISCAL IMPACT
There is no fiscal impact associated with adopting the proposed policy.

Approved by:
___________________________
Michael Bruckner
City Manager
Attachments
SMMC Terms of board and commission appointees.pdf
Board & Commission Attendance Policy 5.6.26.pdf
Resolution 17-47 Procedures for the Appointment of Members of Boards and Commissions SIGNED.pdf Created: 2025-10-24 10:23:04 [EST]
(Supp. No. 39)

Page 1 of 1 ends

2.04.070 Terms of board and commission appointees.

B. The terms of all members of boards and commissions created by this code expire on June 30th of the calendar year in which they are scheduled to expire.

D. All terms of service on city commissions and boards established by this code shall be for four years unless otherwise required by law or specified by this code.

CITY OF SIERRA MADRE

CITY COUNCIL POLICY
POLICY NUMBER: ______________________
ADOPTED: ____________________________
AMENDED: __________________________
CITY COUNCIL APPROVAL: ______________

CITY BOARD AND COMMISSION ATTENDANCE POLICY
I. PURPOSE:

The City of Sierra Madre’s Boards, Commissions and Committees are established to provide advice and recommendations to the City Council and the City Manager, and in the context of quasi-judicial Boards and Commissions such as the Planning Commission, to make independent decisions and take administrative actions. The Boards, Commissions and Committees of the City play an important role in providing broad representation of ideas into the processes, programs, and services of the City.

The Sierra Madre Municipal Code (SMMC) provides that the City Council may create by ordinance or resolution such advisory boards and commissions as in its judgment are required and may grant them such powers and duties as are consistent with the provisions of the SMMC. In addition, the SMMC allows the City Council, by motion, or the City Manager with City Council consent, to appoint temporary committees (Ad-Hoc) to render counsel and advice.

The SMMC is silent on the number of allowed or excused absences for members of a City Board, Commission, or Committee and this policy is intended to provide direction on a citywide attendance standard.

II. POLICY STATEMENT:

This policy establishes attendance standards for regular meetings for individuals appointed to City Boards, Commissions and Committees. It creates a systematic procedure for reporting absences which applies to all Boards, Commissions, and Committees whose members are appointed by the City Council or City Manager.

III. DEFINITIONS:

Body: City Boards, Commissions and Committees (including City-created task forces or Ad-Hoc Committees).

Member: An individual who has been appointed by the City Council or City Manager to a Body.

Absence: The failure of a Member to attend a scheduled meeting.

Regular Meeting: A routinely scheduled meeting of the body.

Staff Liaison: The City staff member responsible for the coordination of meetings of the Body and facilitation of communications with the Members thereof.

IV. PROCEDURES:

Absences
Each Member of a Body is expected to attend every Regular and Special Meeting of the Body. Any Member who is absent in a fiscal year for more than 25% of the total Regular Meetings scheduled to be held in that fiscal year will be subject to potential termination of membership from the Body, upon action of the City Council. Where applying a 25% calculation creates other than a whole number, normal number rounding to the nearest whole number will be used.

Reporting Absences
Absences from a Regular Meeting are to be reported through the Staff Liaison to the Body. Such reporting shall be made by email, in person, or by phone, and shall be made no less than 72 hours before a meeting, if possible. The Staff Liaison is responsible for keeping track of Body attendance records and providing this information on a quarterly basis to the City Clerk for record keeping.

Removal
If a Member exceeds the number of allowed absences described in this policy, the City Manager or their designee, shall report this fact to the City Council, which may decide in its discretion that such absences warrant a declaration that the Member’s office shall become vacant.

V. APPLICABILITY:

This policy applies to any City Board, Commission, or Committee and the individuals appointed by the City Council or City Manager to serve in an official capacity.

VI. RESPONSIBILITY:

The City Manager, or their designees, the City Clerk’s Office, and the Department Head assigned as Staff Liaison to the Board, Commission, or Committee are responsible for administering this Policy.

VII. ATTACHMENTS / REFERENCES:

Sierra Madre Municipal Code Section 2.04.070
RESOLUTION NO. 17-47

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SIERRA MADRE, CALIFORNIA

ESTABLISHING PROCEDURES FOR THE APPOINTMENT OF MEMBERS OF BOARDS

AND COMMISSIONS
• NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Sierra Madre as follows:

Section 1. Sierra Madre Resolution Number 12-82 regarding procedures for the appointment of members of Boards and Commissions, is hereby rescinded in its entirety.

Section 2. Unless state or local law requires otherwise, the following procedures shall govern the appointment of members of boards and commissions in the City of Sierra Madre:

A. Upon a vacancy or the expiration of a term on any Board or Commission established by municipal code, the City Manager shall advertise or otherwise solicit applicants for each vacancy in the manner required by Government Code Section 54970, et seq.

B. As applications for vacant Commission/Board positions are received, the City Manager shall forward all applications to the City Council for its review.

C. The deadline for submittal of applications for vacant Commission/Board seats shall be upon receipt of three applications for one or more vacancies.

Upon reaching the threshold number of applications to determine the deadline, staff will post the publically releasable section of the application form on the City's website.

D. At a regular or special meeting scheduled no later than 30 days from the date established pursuant to Section C, the City Council shall provide recommendations to the Mayor as to which applicant(s) should fill each Board or Commission vacancy. At the same meeting or at a subsequent meeting, the Mayor shall submit to the City Council for its approval the name(s) of the applicant(s) proposed to fill each Board or Commission vacancy. Appointment of members of Boards and Commissions requires a majority vote of approval by the City Council. If the City Council fails to approve one or more of the Mayor's proposed appointment(s), any Council member may propose an alternative applicant from the pool of applications received by the City Manager to fill any vacancy
E. The City Council may individually interview the applicants to discuss the applicants' qualifications any time before the regular or special meeting when Council appointments are scheduled.

F. Nothing in these procedures shall:
i. Prevent the City Council from deciding to appoint fewer Commission or Board members than the number of vacancies, and directing the City Manager to re- solicit applicants for any remaining Board or commission vacancies; or
ii. Prevent the City Council from rejecting all of the applications and directing the City Manager to re-solicit applicants for any Board or Commission vacancy in conformance with Government Code Section 54970, et seq.

Section 2. The City Clerk shall certify to the adoption of this resolution and shall cause the same to be processed in the manner required by law.

APPROVED AND ADOPTED this 3rd day of October, 2017.

ATTEST:

I hereby certify that the foregoing Resolution 17-4 7 was adopted by the City Council of the City of Sierra Madre at a regular meeting held on the 3
rd day of October, 2017.

AYES:

NOES:

ABSENT:
��ex�
Melinda Carn11v, ·11� J
City Clerk
APPROVED AS TO FORM:

CITY OF
SIERRA
MADRE

STAFF REPORT

CITY MANAGER'S OFFICE
DATE: May 12, 2026
TO: Honorable Mayor and City Council
FROM: Miguel Hernandez, Assistant City Manager
By: Miguel Hernandez, Assistant City Manager
SUBJECT:

Report, Discussion, and Direction on Executive Management Labor Market Equity Adjustments

RECOMMENDATION
It is recommended that the City Council adopt the revised compensation analysis and executive compensation salary schedule.

SUMMARY
In effort to attract qualified candidates for unplanned executive vacancies, the City Council approved adjustments to the executive management compensation schedule for the Public Works Director and Finance Director.

Subsequently, both of those positions have been filled. At the October 28, 2025, City Council meeting, the City Council requested an analysis of cost for adjusting all remaining executive classifications to a more competitive and equitable market rate.

At the February 10, 2025, City Council meeting, the City Council was presented with the requested analysis that demonstrated that—depending on classification—executive compensation ranged between 16.5% to 96.2% below market. Based on the analysis, the cost to bring the executive management group to market median was approximately $168,000 across all funds. At this meeting, the City Council directed staff to use its new class and compensation software to determine a more comparable basket of cities than the ones used in the first analysis, and return to the City Council at a later date.

DISCUSSION & ANALYSIS
At City Council’s direction, Human Resources contacted HollyAI to discuss determining a more comparable basket of cities to Sierra Madre. Holly informed the City that while they can provide salary and benefit information, the information the City requested is subjective and not a resource they provide. As a result, the City conducted a labor market analysis to determine where City employees live and what cities fall within a 30-mile radius of Sierra Madre (Attachment 1). Based on those findings, a new basket of cities was determined that are comparable to Sierra Madre’s full service delivery model and accounts for agencies that provide in-house police, fire, library, parks, and recreation, and public works utility (water and/or sewer) services.

Table 1: Comparable Cities List
Original Comp
City List
Revised Comp
City List
Artesia Arcadia
Claremont Claremont
Commerce La Verne
Hawaiian
Gardens
Monrovia
La CanadaFlintridgeMontclair
San Dimas Monterey Park
San Marino San Fernando
Santa Fe Springs San Gabriel
Signal Hill San Marino
South Pasadena Signal Hill
Westlake Village South Pasadena
Table 1 shows the original comparable cities list with the revised. The cities listed in red are the cities that were removed from the analysis and replaced with the cities in green. A more detailed list is included in Attachment 2. Of note, the revised list includes more full-service cities that do not contract police and fire services, as well as cities that offer municipal utility services (water or sewer) and a city-run public library.

Table 2: Summary of Median Salary as a Percentage by Classification Classification Percentage of
Median
(Original
Cities)
Percentage of
Median
(Revised Cities)
Assistant City Manager -40.6% -41.6%
Police Chief -41.6% -42.6%
Fire Chief -35.1% -42.7%
Public Works Director -37.9% -38.8%
Planning Director -27.6% -31.6%
Finance Director -16.5% -17.6%
Library/Community Services
Director
-96.2% -96.6%
Table 2 is a summary of median salary for Sierra Madre executives at Step 1 relative to Step 1 of peer cities in both the original basket of cities and the revised basket of cities. As shown, the revised median is slightly larger, meaning the gap between the City’s original median estimate of Step 1 and the revised median of Step 1 is slightly more costly.

Table 3: Summary of Median Salary Rate by Classification (Original) Table 4: Summary of Median Salary Rate by Classification (Revised) Table 5: Difference in Step 1 (Original Median vs. Revised Median) Classification Original Revised Monthly Annually
Assistant City Manager $16,268.18 $16,381.96 $113.78 $1,365.36 Police Chief $16,906.75 $17,020.64 $113.89 $1,366.68
Fire Chief $16,123.07 $17,028.24 $905.17 $10,862.04
Public Works Director $14,931.00 $15,032.00 $101.00 $1,212.00 Planning Director $14,241.71 $14,680.94 $439.23 $5,270.76 Finance Director $14,381.01 $14,520.31 $139.30 $1,671.60 Library/Community Services Director $13,506.14 $13,533.23 $27.09 $325.08 TOTAL $1,839.46 $22,073.52
Based on this analysis the revised basket of cities is approximately $22,074 more annually. The fully burdened cost —estimated at approximately 40% of salary—increases the total budgetary impact to $33,903. Therefore, the total cost of the revised analysis is $201,900 compared to the original analysis of $168,000, or approximately 20% more than the original basket.

As presented in the midyear report, to simplify the City’s executive compensation structure it is recommended that executive compensation structure be distributed into pay bands to ensure equity among the City’s executive management team as shown in Table 9. The equity calculation was determined by grouping the Assistant City Manager, Police Chief, and Fire Chief into Band A and the Public Works Director, Planning Director, Finance Director, and Library & Community Services Director into Band B. The Step 1 average of the classifications is used for each pay band, with a 2.5% increase between steps to determine Step 10 compensation.

Table 6: Original Rates and Pay Bands
Table 6: Revised Rates and Pay Bands
With City Council direction, the proposed salary changes will occur with the FY 2026-27 budget, beginning July 1, 2026. With this one-time market adjustment, individuals in the executive management group would also forgo any merit increase for the FY 2026-27 and their evaluation periods would all be aligned together requiring an annual evaluation by June 30 of each subsequent year. Future increase would be subject to the City’s merit rules and individual performance evaluations.

STRATEGIC PLAN RELATIONSHIP
This action supports the City’s goals of Improving Recruitment (Strategy OS 1.1) and Retention (Strategy OS 1.3).

ENVIRONMENTAL ANALYSIS
Not a CEQA Project under: 14 CCR 15378(b)(5)- organizational or administrative activities

FISCAL IMPACT
The total fiscal impact of is approximately $201,900 of which the General Fund will bear approximately 93% of the total cost or $187,581. The other remaining costs are distributed between the water and sewer funds, and special revenue funds. If approved, the additional appropriation would be incorporated into the FY 2026-27 Budget.

Approved by:
___________________________
Michael Bruckner
City Manager
Attachments
Attachment 1 - Personnel Map 1 Landscape - 02.19.2026.pdf Attachment 1 - Personnel Map 2 Landscape - 02.19.2026.pdf Attachment 3 Executive Group Comps Original.pdf
Attachment 4 Executive Group Comps Revised.pdf

Attachment 3 Executive Group Comps Original
Entry Step Top Step Band Step 1 Step 10 Step 1 Step 10
Assistant City Manager $16,268.18 $21,324.40
Police Chief $16,906.75 $21,997.50 $16,432.66 $20,522.15 $197,191.96 $246,265.74 Fire Chief $16,123.07 $21,444.00
Public Works Director $14,931.00 $18,149.00
Planning Director $14,241.71 $18,146.66
Finance Director $14,381.01 $17,906.97
Library/Community Services Director $13,506.14 $17,671.85 Annualized
$171,179.58 $213,779.84
Median
A
B $14,264.97 $17,814.99
Average of Median
Attachment 3 Executive Group Comps Original
Step 1 Step 5 Step 7 Step 9 Step 10 Step 12 Step 20 Note:

Santa Fe Springs Assistant City Manager $ 17,104.97 $ 22,318.10 Commerce n/a
Westlake Village Assistant City Manager $ 14,509.00 $ 22,822.00 La Canada Flintridge Assistant City Manager $ 12,599.00 $16,884.00 Hawaiian Gardens n/a
Artesia Deputy City Manager $ 14,452.00 $18,445.11
Claremont Assistant City Manager $ 15,964.43 $ 19,285.76 San Dimas Assistant City Manager $ 17,199.00 $20,905.00 South Pasadena Assistant City Manager/CFO $ 16,801.00 $22,516.00 San Marino n/a
Signal Hill Deputy City Manager $ 16,571.92 $21,743.80
Average $ 15,650.17 $20,614.97
Median $ 16,268.18 $21,324.40
Sierra Madre $ 11,566.50 $17,945.17
Average Variance ($) $ (4,083.67) $ (2,669.80)
Average Variance (%) -35.3% -14.9%
Median Variance ($) $ (4,701.68) $ (3,379.23)
Median Variance (%) -40.6% -18.8%
Attachment 3 Executive Group Comps Original
Step 1 Step 5 Step 7 Step 9 Step 10 Step 12 Step 20 Note:

Santa Fe Springs n/a Contract with Whittier PD
Commerce n/a Contract with LASD
Westlake Village n/a Contract with LASD
La Canada Flintridge n/a Contract with LASD
Hawaiian Gardens n/a Contract with LASD
Artesia n/a Contract with LASD
Claremont Police Chief $ 16,947.49 $ 20,476.30
San Dimas n/a Contract with LASD
South Pasadena Police Chief $ 16,002.00 $21,444.00
San Marino Chief of Police $ 16,866.00 $22,551.00
Signal Hill Chief of Police $ 17,201.19 $22,569.44
Average $16,754.17 $21,760.19
Median $16,906.75 $21,997.50
Sierra Madre $11,935.75 $14,904.92
Average Variance ($) $ (4,818.42) $ (6,855.27)
Average Variance (%) -40.4% -46.0%
Median Variance ($) $ (4,971.00) $ (7,092.58)
Median Variance (%) -41.6% -47.6%
Attachment 3 Executive Group Comps Original
Step 1 Step 5 Step 7 Step 9 Step 10 Step 12 Step 20 Note:

Santa Fe Springs Fire Chief $ 16,123.07 $ 21,036.95
Commerce n/a Contract with LACFD
Westlake Village n/a Contract with LACFD
La Canada Flintridge n/a Contract with LACFD
Hawaiian Gardens n/a Contract with LACFD
Artesia n/a Contract with LACFD
Claremont n/a Contract with LACFD
San Dimas n/a Contract with LACFD
South Pasadena Fire Chief $ 16,002.00 $ 21,444.00
San Marino Fire Chief $ 16,866.00 $ 22,551.00
Signal Hill n/a Contract with LACFD
Average $ 16,330.36 $ 21,677.32
Median $ 16,123.07 $ 21,444.00
Sierra Madre $ 11,935.75 $ 14,904.92
Average Variance ($) $ (4,394.61) $ (6,772.40)
Average Variance (%) -36.8% -45.4%
Median Variance ($) $ (4,187.32) $ (6,539.08)
Median Variance (%) -35.1% -43.9%
Attachment 3 Executive Group Comps Original
Step 1 Step 5 Step 7 Step 9 Step 10 Step 12 Step 20 Note:

Santa Fe Springs Public Works Director/City Engineer $15,197.54 $ 19,829.34 Commerce Director of Public Works $14,241.71 $17,351.99 Westlake Village n/a Public Works Manager
La Canada Flintridge Director of Public Works $11,839.00 $15,111.00 Hawaiian Gardens n/a Public Works Manager
Artesia n/a Public Works Manager
Claremont Community Services Director $15,262.95 $18,439.37 San Dimas Director of Public Works $14,830.00 $18,026.00 South Pasadena Public Works Director $11,647.00 $15,609.00 San Marino Parks & Public Works Director/City Engineer $15,032.00 $18,272.00 Signal Hill Public Works Director/City Engineer $15,354.94 $20,147.01 Average $14,175.64 $17,848.21
Median $14,931.00 $18,149.00
Sierra Madre $10,830.50 $ 13,528.92
Average Variance ($) $ (3,345.14) $ (4,319.30)
Average Variance (%) -30.9% -31.9%
Median Variance ($) $ (4,100.50) $ (4,620.08)
Median Variance (%) -37.9% -34.1%
Attachment 3 Executive Group Comps Original
Step 1 Step 5 Step 7 Step 9 Step 10 Step 12 Step 20 Note:

Santa Fe Springs Director of Community Development $13,907.90 $18,146.66 Commerce Director of Ecomonic Development & Planning $14,241.71 $17,351.99 Westlake Village Planning Director $13,561.00 $20,462.00 La Canada Flintridge Director of Community Development $11,839.00 $15,867.00 Hawaiian Gardens Director of Community Development $11,391.00 $13,845.00 Artesia Community Development Director $13,138.39 $16,768.28 Claremont Community Development Director $14,665.21 $17,718.13 San Dimas Community Development Director $15,201.00 $18,477.00 South Pasadena Community Development Director $15,202.00 $20,372.00 San Marino Community Development Director $15,032.00 $18,272.00 Signal Hill Community Development Director $14,696.66 $19,283.30 Average $13,897.81 $17,869.40
Median $14,241.71 $18,146.66
Sierra Madre $11,159.17 $13,936.00
Average Variance ($) $ (2,738.64) $ (3,933.40)
Average Variance (%) -24.5% -28.2%
Median Variance ($) $ (3,082.54) $ (4,210.66)
Median Variance (%) -27.6% -30.2%
Attachment 3 Executive Group Comps Original
Step 1 Step 5 Step 7 Step 9 Step 10 Step 12 Step 20 Note:

Santa Fe Springs Director of Finance $ 15,974.54 $ 19,829.34 Commerce Director of Finance & City Treasurer $ 14,241.71 $17,351.99 Westlake Village Finance Director $ 13,561.00 $ 20,462.00 La Canada Flintridge Director of Finance $ 11,615.00 $15,565.00 Hawaiian Gardens Director of Finance $ 10,551.00 $12,825.00 Artesia n/a Finance Manager
Claremont Finance Director $ 14,520.31 $ 17,541.94
San Dimas Director of Administrative Services/City Treasurer $ 15,581.00 $18,939.00 South Pasadena Finance Director $ 11,419.00 $15,303.00
San Marino Finance Director $ 15,032.00 $18,272.00
Signal Hill Administrative Services Officer/Finance Director $ 14,938.42 $19,600.49 Average $13,743.40 $17,568.98
Median $14,381.01 $17,906.97
Sierra Madre $12,346.00 $15,419.00
Average Variance ($) $ (1,397.40) $ (2,149.98)
Average Variance (%) -11.3% -13.9%
Median Variance ($) $ (2,035.01) $ (2,487.97)
Median Variance (%) -16.5% -16.1%
Attachment 3 Executive Group Comps Original
Step 1 Step 5 Step 7 Step 9 Step 10 Step 12 Step 20 Note:

Santa Fe Springs Director of Parks/Recreation $ 13,502.82 $ 17,618.11 Commerce Director of Library Services $ 14,241.71 $17,351.99 Westlake Village n/a
La Canada Flintridge n/a
Hawaiian Gardens Director of Recreation & Community Services $ 10,551.00 $12,825.00 Artesia n/a
Claremont Community Services Director $ 14,813.41 $ 17,895.97 San Dimas Parks & Recreation Director $ 14,830.00 $18,206.00 South Pasadena Library Director $ 13,384.00 $17,936.00
San Marino Community Services Director $ 13,173.00 $16,013.00 Signal Hill Parks, Recreation & Library Services Director $ 13,509.46 $17,725.59 Average $13,500.68 $16,946.46
Median $13,506.14 $17,671.85
Sierra Madre $ 6,884.83 $ 8,597.33
Average Variance ($) $ (6,615.84) $ (8,349.12)
Average Variance (%) -96.1% -97.1%
Median Variance ($) $ (6,621.31) $ (9,074.52)
Median Variance (%) -96.2% -105.6%
Attachment 4 Executive Group Comps Revised
Entry Step Top Step Band Step 1 Step 10 Step 1 Step 10
Assistant City Manager $ 16,381.96 $ 20,712.90
Police Chief $ 17,020.64 $ 21,736.00 $ 16,810.28 $ 20,993.77 $ 201,723.36 $ 251,925.21 Fire Chief $ 17,028.24 $ 21,997.50
Public Works Director $ 15,032.00 $ 18,439.37
Planning Director $ 14,680.94 $ 18,777.65
Finance Director $ 14,520.31 $ 18,088.00
Library/Community Services Director $ 13,533.23 $ 17,915.99 Annualized
$ 173,299.43 $ 216,427.25
Median
A
B $ 14,441.62 $ 18,035.60
Average of Median
Attachment 4 Executive Group Comps Revised
Step 1 Step 5 Step 7 Step 9 Step 10 Step 12 Step 20 Note:

Arcadia Assistant City Manager/DSD $ 19,968.00 $ 24,937.00 La Verne Assistant City Manager/PWD $ 14,924.50 $ 18,140.83 Monrovia Assistant City Manager $ 16,977.48 $ 22,751.45 Montclair Assistant City Manager/HSD $ 15,909.30 $ 19,337.85 Monterey Park Assistant City Manager $ 17,406.00 $ 22,947.00 San Fernando Deputy City Manager $ 16,192.00 $ 19,682.00 Claremont Assistant City Manager $ 15,964.43 $ 19,285.76 San Gabriel Assistant City Cmanager $ 15,815.00 $ 19,223.00 South Pasadena Assistant City Manager/CFO $ 16,801.00 $ 22,516.00 San Marino n/a
Signal Hill Deputy City Manager $ 16,571.92 $ 21,743.80 Average $ 16,652.96 $ 21,056.47
Median $ 16,381.96 $ 20,712.90
Sierra Madre $ 11,566.50 $ 17,945.17
Average Variance ($) $ (5,086.46) $ (3,111.30)
Average Variance (%) -44.0% -17.3%
Median Variance ($) $ (4,815.46) $ (2,767.73)
Median Variance (%) -41.6% -15.4%
Attachment 4 Executive Group Comps Revised
Step 1 Step 5 Step 7 Step 9 Step 10 Step 12 Step 20 Note:

Arcadia Police Chief $ 19,933.00 $ 24,893.00
La Verne Police Chief $ 17,298.75 $ 21,026.75
Monrovia Police Chief $ 16,977.48 $ 22,751.45
Montclair Police Chief $ 17,020.64 $ 21,087.04
Monterey Park Police Chief $ 17,406.00 $ 22,947.00
San Fernando Police Chief $ 16,939.00 $ 20,588.00
Claremont Police Chief $ 16,947.49 $ 20,476.30
San Gabriel Police Chief $ 17,882.00 $ 21,736.00
South Pasadena Police Chief $ 16,002.00 $ 21,444.00
San Marino Chief of Police $ 16,866.00 $ 22,551.00
Signal Hill Chief of Police $ 17,201.19 $ 22,569.44
Average $ 17,315.78 $ 22,006.36
Median $ 17,020.64 $ 21,736.00
Sierra Madre $ 11,935.75 $ 14,904.92
Average Variance ($) $ (5,380.03) $ (7,101.45)
Average Variance (%) -45.1% -47.6%
Median Variance ($) $ (5,084.89) $ (6,831.08)
Median Variance (%) -42.6% -45.8%
Attachment 4 Executive Group Comps Revised
Step 1 Step 5 Step 7 Step 9 Step 10 Step 12 Step 20 Note:

Arcadia Fire Chief $ 19,933.00 $ 24,893.00
La Verne Fire Chief $ 17,198.50 $ 20,904.83
Monrovia Fire Chief $ 16,977.48 $ 22,751.45
Montclair Fire Chief $ 16,274.96 $ 19,782.88
Monterey Park Fire Chief $ 17,406.00 $ 22,947.00
San Fernando n/a Contract with LACFD
Claremont n/a Contract with LACFD
San Gabriel Fire Chief $ 17,079.00 $ 20,760.00
South Pasadena Fire Chief $ 16,002.00 $ 21,444.00
San Marino Fire Chief $ 16,866.00 $ 22,551.00
Signal Hill n/a Contract with LACFD
Average $ 17,217.12 $ 22,004.27
Median $ 17,028.24 $ 21,997.50
Sierra Madre $ 11,935.75 $ 14,904.92
Average Variance ($) $ (5,281.37) $ (7,099.35)
Average Variance (%) -44.2% -47.6%
Median Variance ($) $ (5,092.49) $ (7,092.58)
Median Variance (%) -42.7% -47.6%
Attachment 4 Executive Group Comps Revised
Step 1 Step 5 Step 7 Step 9 Step 10 Step 12 Step 20 Note:

Arcadia Public Works Director $ 16,114.00 $ 20,125.00
La Verne Assistant City Manager/PWD $ 14,924.50 $ 18,140.83 Monrovia Public Works Director $ 16,478.17 $ 22,082.33
Montclair Public Works Director $ 14,463.28 $ 17,580.16 Monterey Park Public Works Director $ 13,557.00 $ 20,470.00 San Fernando Public Works Director $ 15,448.00 $ 18,777.00 Claremont Community Services Director $ 15,262.95 $ 18,439.37 San Gabriel Public Works Director $ 14,881.00 $ 18,088.00 South Pasadena Public Works Director $ 11,647.00 $ 15,609.00 San Marino Parks & Public Works Director/City Engineer $ 15,032.00 $ 18,272.00 Signal Hill Public Works Director/City Engineer $ 15,354.94 $ 20,147.01 Average $ 14,832.99 $ 18,884.61
Median $ 15,032.00 $ 18,439.37
Sierra Madre $ 10,830.50 $ 13,528.92
Average Variance ($) $ (4,002.49) $ (5,355.69)
Average Variance (%) -37.0% -39.6%
Median Variance ($) $ (4,201.50) $ (4,910.45)
Median Variance (%) -38.8% -36.3%
Attachment 4 Executive Group Comps Revised
Step 1 Step 5 Step 7 Step 9 Step 10 Step 12 Step 20 Note:

Arcadia Assistant City Manager/DSD Excluded
La Verne Community Development Director $12,915.67 $ 15,699.08 Monrovia Community Development Director $16,478.17 $22,082.33 Montclair Community Development Director $14,463.28 $ 21,961.92 Monterey Park Community & Economic Development Director $13,557.00 $20,470.00 San Fernando Community Development Director $14,275.00 $ 17,351.00 Claremont Community Development Director $14,665.21 $17,718.13 San Gabriel Community Development Director $14,881.00 $ 18,088.00 South Pasadena Community Development Director $15,202.00 $20,372.00 San Marino Community Development Director $15,032.00 $ 18,272.00 Signal Hill Community Development Director $14,696.66 $19,283.30 Average $14,616.60 $19,129.78
Median $14,680.94 $18,777.65
Sierra Madre $11,159.17 $13,936.00
Average Variance ($) $ (3,457.43) $ (5,193.78)
Average Variance (%) -31.0% -37.3%
Median Variance ($) $ (3,521.77) $ (4,841.65)
Median Variance (%) -31.6% -34.7%
Attachment 4 Executive Group Comps Revised
Step 1 Step 5 Step 7 Step 9 Step 10 Step 12 Step 20 Note:

Arcadia Administrative Services Director $ 15,844.00 $ 19,787.00 La Verne Finance Director $ 12,854.17 $ 15,624.33
Monrovia Administrative Services Director $ 16,478.17 $ 22,082.33 Montclair Finance Director $ 14,463.28 $ 17,580.16
Monterey Park Finance Director $ 13,557.00 $ 20,470.00
San Fernando Administrative Services Director $ 14,275.00 $ 17,351.00 Claremont Finance Director $ 14,520.31 $ 17,541.94
San Gabriel Finance Director $ 14,881.00 $ 18,088.00
South Pasadena Finance Director $ 11,419.00 $ 15,303.00 San Marino Finance Director $ 15,032.00 $ 18,272.00
Signal Hill Administrative Services Officer/Finance Director $ 14,938.42 $ 19,600.49 Average $ 14,387.49 $18,336.39
Median $ 14,520.31 $18,088.00
Sierra Madre $ 12,346.00 $15,419.00
Average Variance ($) $ (2,041.49) $ (2,917.39)
Average Variance (%) -16.5% -18.9%
Median Variance ($) $ (2,174.31) $ (2,669.00)
Median Variance (%) -17.6% -17.3%
Attachment 4 Executive Group Comps Revised
Step 1 Step 5 Step 7 Step 9 Step 10 Step 12 Step 20 Note:

Arcadia Director of Library/Director of Community Services $ 15,844.00 $ 19,787.00 La Verne Director of Parks & Recreation $ 12,124.92 $ 14,737.92 Monrovia Community Services Director $ 16,478.17 $ 22,082.33 Montclair n/a Community Services Supervisor
Monterey Park City Librarian/Recreation & Community Services $ 13,557.00 $ 20,470.00 San Fernando Director of Recreation & Community Services $ 12,745.00 $ 15,502.00 Claremont Community Services Director $ 14,813.41 $ 17,895.97 San Gabriel Community Services Director $ 14,881.00 $ 18,088.00 South Pasadena Library Director $ 13,384.00 $ 17,936.00 San Marino Community Services Director $ 13,173.00 $ 16,013.00 Signal Hill Parks, Recreation & Library Services Director $ 13,509.46 $ 17,725.59 Average $ 14,051.00 $ 18,023.78
Median $ 13,533.23 $ 17,915.99
Sierra Madre $ 6,884.83 $ 8,597.33
Average Variance ($) $ (7,166.16) $ (9,426.45)
Average Variance (%) -104.1% -109.6%
Median Variance ($) $ (6,648.40) $ (9,318.65)
Median Variance (%) -96.6% -108.4%
13500.675

Sierra Madre City CouncilMay 12, 2026

Sierra Madre City Council
May 12, 2026