Engineering and Traffic Survey Report (available in the City Clerk's Reading File) — Santa Clarita City Council, January 13, 2026 (part 1 of 2)

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Ϯϭϭ/ŵƉĞƌŝĂů,ŝŐŚǁĂǇ͕^ƵŝƚĞϮϬϴ͕&ƵůůĞƌƚŽŶ͕ϵϮϴϯϱͮͮ;ϳϭϰͿϵϵϮͲϰϱϵϮͮͮĂŐĂΛĂŐĂĞŶŐŝŶĞĞƌƐŝŶĐ͘ĐŽŵ
CityofSantaClarita

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City of Santa Clarita Engineering & Traffic Survey for Speed Limit Updates Page i
Certification
I, Ruben Perales, do hereby certify that this Engineerin g and Traffic Survey for the City of Santa Clarita was performed under my supervision and is accurate and complete. I certify that I am both experienced in performing surveys of this type and duly registered in the State of California as a professional Traffic Engineer. 12/11/2025
Ruben Perales Date
RCE #83169, RTE #2838
Traffic No. 2838
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City of Santa Clarita Engineering & Traffic Survey for Speed Limit Updates Page ii
Table of Contents

1.0 Introduction ............................................................................................................ 1

2.0 Study Methodology................................................................................................. 3

3.0 Survey Results ......................................................................................................... 4

3.1 Street Surv eillance........................................................................................ 4

3.2 Accident Rate Analysis.................................................................................. 4

3.3 Spot Speed Survey...................................................................................... 10

4.0 Survey Findings and Recommendations............................................................... 11

4.1 Speed Limit Signing .................................................................................... 11

5.0 Summary and Conclusions.................................................................................... 19 Tables
1 2025 City of Santa Clarita Speed Zone Survey – Accident Survey Analysis ............ 6 2 2025 City of Santa Clarita Seg ment Spot Speed Survey ....................................... 12 Appendices
A Regulations Governing Speed Limits and Definition of Terms B Speed Zoning Regulations from Caltrans
C Traffic Radar Certifications
D Engineering and Traffic Survey Summary Reports
E Engineering and Traffic Survey Raw Data
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SECTION1.0–INTRODUCTION

dŚĞƉƵƌƉŽƐĞŽĨƚŚŝƐƌĞƉŽƌƚŝƐƚŽĚŽĐƵŵĞŶƚƚŚĞƌĞƐƵůƚƐŽĨĂŶ ŶŐŝŶĞĞƌŝŶŐĂŶĚdƌĂĨĨŝĐ^ƵƌǀĞǇ;
Θd^ͿĐŽŶĚƵĐƚĞĚ
ƚŽƵƉĚĂƚĞƚŚĞƐƉĞĞĚůŝŵŝƚƐĂƚǀĂƌŝŽƵƐƐĞŐŵĞŶƚƐƚŚƌŽƵŐŚŽƵƚƚŚĞŝƚǇŽĨ^ĂŶƚĂůĂƌŝƚĂ͘
dŚĞ ŽǀĞƌĂůů ƐƚƵĚǇ ǁĂƐ ĐŽŶĚƵĐƚĞĚ ƚŽ ĐŽŵƉůǇ ǁŝƚŚ ĞǆŝƐƚŝŶŐ ^ƚĂƚĞ ƌĞŐƵůĂƚŝŽŶƐ ĐŽŶĐĞƌŶŝŶŐ ƚŚĞ ŝŶĐƌĞĂƐŝŶŐ Žƌ ĚĞĐƌĞĂƐŝŶŐŽĨƐƉĞĞĚůŝŵŝƚƐǁŝƚŚŝŶĐŝƚǇďŽƵŶĚĂƌŝĞƐ͘ZŽĂĚǁĂǇƐǁŝƚŚŝŶďƵƐŝŶĞƐƐĂŶĚƌĞƐŝĚĞŶƚŝĂůĚŝƐƚƌŝĐƚƐŚĂǀĞ ĂŶĞƐƚĂďůŝƐŚĞĚƐƉĞĞĚůŝŵŝƚŽĨϮϱŵŝůĞƐƉĞƌŚŽƵƌ͕ǁŚŝůĞĂůůĞǇƐĂŶĚďůŝŶĚŝŶƚĞƌƐĞĐƚŝŽŶƐĂƌĞϭϱŵŝůĞƐƉĞƌŚŽƵƌ͘ ŽƚŚ ƐƉĞĞĚ ůŝŵŝƚƐ ĂƌĞ ĚĞƐŝŐŶĂƚĞĚ ďǇ ĂůŝĨŽƌŶŝĂ ůĂǁ͘ Ɛ ƐƵĐŚ ƚŚĞǇ ĂƌĞ ŶŽƚ ƚǇƉŝĐĂůůǇ ŝŶĐůƵĚĞĚ ŝŶ ƚŚĞ ƐƚƵĚǇ͘/ŶƚĞƌŵĞĚŝĂƚĞƐƉĞĞĚůŝŵŝƚƐďĞƚǁĞĞŶϭϱĂŶĚϲϱŵŝůĞƐƉĞƌŚŽƵƌŵĂǇďĞĞƐƚĂďůŝƐŚĞĚďǇůŽĐĂůĂƵƚŚŽƌŝƚŝĞƐ ďĂƐĞĚŽŶĞŶŐŝŶĞĞƌŝŶŐĂŶĚƚƌĂĨĨŝĐƐƵƌǀĞǇƐ͘

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ǆĐĞƌƉƚƐĨƌŽŵƚŚĞsƌĞŐĂƌĚŝŶŐƌĞŐƵůĂƚŝŽŶƐŐŽǀĞƌŶŝŶŐƐƉĞĞĚůŝŵŝƚƐĂŶĚ ĚĞĨŝŶŝƚŝŽŶŽĨƚĞƌŵƐƵƐĞĚŝŶƐƉĞĞĚǌŽŶĞƐƵƌǀĞǇƐĂƌĞĚĞƚĂŝůĞĚŝŶƉƉĞŶĚŝǆ͘
dŚŝƐ ƌĞƉŽƌƚ ĐŽŶƚĂŝŶƐ ƐƵĨĨŝĐŝĞŶƚ ŝŶĨŽƌŵĂƚŝŽŶ ƚŽ ĚŽĐƵŵĞŶƚ ƚŚĂƚ ƚŚĞ ĐŽŶĚŝƚŝŽŶƐ ŽĨ ƚŚĞ ůĂƚĞƐƚ ĞĚŝƚŝŽŶ ŽĨ s ^ĞĐƚŝŽŶϲϮϳŚĂǀĞďĞĞŶƐĂƚŝƐĨŝĞĚĂŶĚƚŚĂƚŽƚŚĞƌĐŽŶĚŝƚŝŽŶƐŶŽƚƌĞĂĚŝůǇĂƉƉĂƌĞŶƚƚŽŵŽƚŽƌŝƐƚƐĂƌĞƉƌŽƉĞƌůǇ ŝĚĞŶƚŝĨŝĞĚ͘dŽůĞŐĂůůǇƵƐĞƌĂĚĂƌĨŽƌƐƉĞĞĚĞŶĨŽƌĐĞŵĞŶƚ͕^ĞĐƚŝŽŶϰϬϴϬϮŽĨƚŚĞsƌĞƋƵŝƌĞƐƚŚĂƚƐƉĞĞĚůŝŵŝƚƐ ďĞĞƐƚĂďůŝƐŚĞĚƉĞƌ^ĞĐƚŝŽŶƐϮϮϯϱϳĂŶĚϮϮϯϱϴŽĨƚŚĞs͘dŚĞůŝŵŝƚƐŵƵƐƚďĞũƵƐƚŝĨŝĞĚďǇĂŶ Θd^ĐŽŶĚƵĐƚĞĚ
ǁŝƚŚŝŶĨŝǀĞǇĞĂƌƐƉƌŝŽƌƚŽƚŚĞĚĂƚĞŽĨƚŚĞĂůůĞŐĞĚǀŝŽůĂƚŝŽŶ͘,ŽǁĞǀĞƌ͕ĂĐŚĂŶŐĞŝŶ^ƚĂƚĞůĂǁĂůůŽǁƐĐŝƚŝĞƐƚŽ ĞǆƚĞŶĚƚŚĞƐƵƌǀĞǇƉĞƌŝŽĚƚŽƐĞǀĞŶŽƌĨŽƵƌƚĞĞŶǇĞĂƌƐĚĞƉĞŶĚŝŶŐŽŶƐƉĞĐŝĨŝĐĐƌŝƚĞƌŝĂ ϭ͘

dŚĞůĂƚĞƐƚĞĚŝƚŝŽŶŽĨƚŚĞsŚĂƐŚŝŐŚůŝŐŚƚĞĚďŝĐǇĐůĞĂŶĚƉĞĚĞƐƚƌŝĂŶƐĂĨĞƚǇĂƐƉĂƌƚŽĨƚŚĞƐƚƵĚǇ͕ĂŶĚƚŚŝƐ ĂƐƉĞĐƚǁĂƐĐŽŶƐŝĚĞƌĞĚĂƐĂƉĂƌƚŽĨƚŚŝƐƌĞƉŽƌƚ͘ĚĚŝƚŝŽŶĂůůǇ͕ĞĨĨĞĐƚŝǀĞ:ĂŶƵĂƌǇϭ͕ϮϬϮϮ͕ƐĞǀĞƌĂůŽĨƚŚĞs ƐĞĐƚŝŽŶƐŵĞŶƚŝŽŶĞĚĂďŽǀĞǁĞƌĞĂŵĞŶĚĞĚĂŶĚĂĚĚŝƚŝŽŶĂůƐĞĐƚŝŽŶƐǁĞƌĞĂĚĚĞĚƌĞůĂƚĞĚƚŽƚƌĂĨĨŝĐƐĂĨĞƚǇĂŶĚ ƐƉĞĞĚůŝŵŝƚƐ͘dŚĞƐĞĐŚĂŶŐĞƐƚŽƚŚĞsǁĞƌĞŵĂĚĞŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƐƐĞŵďůǇŝůůEŽ͘ϰϯ;ϰϯͿǁŚŝĐŚ ǁĂƐĂƉƉƌŽǀĞĚďǇƚŚĞ^ƚĂƚĞŽĨĂůŝĨŽƌŶŝĂŽŶKĐƚŽďĞƌϴ͕ϮϬϮϭ͘ϰϯŝƐŝŶĐůƵĚĞĚŝŶƉƉĞŶĚŝǆĨŽƌƌĞĨĞƌĞŶĐĞ͘ dŚĞĨŽůůŽǁŝŶŐĂƌĞƐŽŵĞŬĞǇŚŝŐŚůŝŐŚƚƐŽĨϰϯ͗

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Ͳ ƵƚŚŽƌŝǌĞƐĂůƚƌĂŶƐĂŶĚĂůŽĐĂůĂƵƚŚŽƌŝƚǇƚŽĚĞĐůĂƌĞĂƐƉĞĞĚŽĨϮϬŽƌϭϱŵƉŚŽŶ^ƚĂƚĞŚŝŐŚǁĂǇƐ͘ Ͳ Ƶ ƚŚ Žƌŝǌ ĞƐ Ăů ŽǁĞƌƐƉ ĞĞĚ ů ŝ ŵŝ ƚŽŶ ĂƐ ĞĐƚŝ ŽŶŽĨ Ś ŝŐ ŚǁĂǇĐŽŶƚ ŝŐ Ƶ ŽƵƐ ƚŽĂ ďƵƐŝŶĞƐƐĂĐƚŝǀŝƚǇĚŝƐƚƌŝĐƚ͘ ĞĨŝŶŝƚŝŽŶŽĨ͞ďƵƐŝŶĞƐƐĂĐƚŝǀŝƚǇĚŝƐƚƌŝĐƚ͟ŝƐŝĚĞŶƚŝĨŝĞĚŝŶϰϯƚĞǆƚ͘
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ǆƚĞŶĚƐƚŚĞǀĂůŝĚŝƚǇŽĨƐƉĞĞĚƐƵƌǀĞǇƐĨƌŽŵϭϬǇĞĂƌƐƚŽϭϰǇĞĂƌƐŝĨĞǀĂůƵĂƚĞĚďǇĂƌĞŐŝƐƚĞƌĞĚĞŶŐŝŶĞĞƌ͘ Ͳ >ŽĐĂůĂƵƚŚŽƌŝƚǇŵĂǇ͕ďǇŽƌĚŝŶĂŶĐĞ͕ƌĞƚĂŝŶƚŚĞĐƵƌƌĞŶƚƐƉĞĞĚůŝŵŝƚŽƌƌĞƐƚŽƌĞƚŚĞŝŵŵĞĚŝĂƚĞůǇƉƌŝŽƌ ƐƉĞĞĚ ůŝŵŝƚ ŝĨ ƚŚĂƚ ƐƉĞĞĚ ůŝŵŝƚ ǁĂƐ ĞƐƚĂďůŝƐŚĞĚ ǁŝƚŚ ĂŶ ĞŶŐŝŶĞĞƌ ŝ Ŷ Ő Ă Ŷ Ě ƚ ƌ Ă Ĩ Ĩ ŝ Đ Ɛ Ƶ ƌ ǀ Ğ Ǉ Ă Ŷ Ě ŝ Ĩ Ă ƌĞŐŝƐƚĞƌĞĚ ĞŶŐŝŶĞĞƌ ŚĂƐ ĞǀĂůƵĂƚĞĚ ƚŚĞ ƐĞĐƚŝŽŶ ŽĨ ŚŝŐŚǁĂǇ ĂŶĚ ĚĞƚĞƌŵŝŶĞĚ ƚŚĂƚ ŶŽ ĂĚĚŝƚŝŽŶĂů ŐĞŶĞƌĂůͲƉƵƌƉŽƐĞůĂŶĞƐŚĂǀĞďĞĞŶĂĚĚĞĚƚŽƚŚĞƌŽĂĚǁĂǇƐŝŶĐĞĐŽŵƉůĞƚŝŽŶŽĨƚŚĞƚƌĂĨĨŝĐƐƵƌǀĞǇƚŚĂƚ ĞƐƚĂďůŝƐŚĞĚƚŚĞƉƌŝŽƌƐƉĞĞĚůŝŵŝƚ͘

dŚĞĐƵƌƌĞŶƚ ƐƚƵĚǇ ǁŝůů ǀĂůŝĚĂƚĞ͕ ŝŶĐƌĞĂƐĞŽƌ ĚĞĐƌĞĂƐĞƚŚĞĞǆŝƐƚŝŶŐ ƐƉĞĞĚ ůŝŵŝƚƐ ĂůŽŶŐ ƚŚĞ ƐƚƵĚǇ ƐĞŐŵĞŶƚƐ ďĂƐĞĚŽŶƚŚĞĚĂƚĂĂŶĚƌĞƐƵůƚƐŽĨƚŚŝƐƐƵƌǀĞǇ͘dŚĞŵĂũŽƌŝƚǇŽĨƚŚĞƐƵƌǀĞǇƐǁĞƌĞĐŽŶĚƵĐƚĞĚŝŶDĂƌĐŚĂŶĚƉƌŝů ŽĨϮϬϮϱ͘

^ƉŽƚƐƉĞĞĚƐƵƌǀĞǇƐǁĞƌĞƚĂŬĞŶĂƚƚŚĞƉƌŽũĞĐƚƐĞŐŵĞŶƚƐƚŚƌŽƵŐŚŽƵƚƚŚĞŝƚǇŽĨ^ĂŶƚĂůĂƌŝƚĂŝŶĐŽŶĨŽƌŵĂŶĐĞ ǁŝƚŚƚŚĞ^ƚĂƚĞůĂǁĨŽƌĐŽŶĚƵĐƚŝŶŐĞŶŐŝŶĞĞƌŝŶŐĂŶĚƚƌĂĨĨŝĐƐƵƌǀĞǇƐĨŽƌƚŚĞƉƵƌƉŽƐĞŽĨĞƐƚĂďůŝƐŚŝŶŐƉƌŝŵĂĨĂĐŝĞ ƐƉĞĞĚůŝŵŝƚƐ͘dŚĞĚĂƚĂǁĂƐĐŽůůĞĐƚĞĚƉĞƌƚŚĞϮϬϭϰĂůŝĨŽƌŶŝĂDĂŶƵĂůŽŶhŶŝĨŽƌŵdƌĂĨĨŝĐŽŶƚƌŽůĞǀŝĐĞƐ; D h d Ϳ ͕ Z Ğ ǀ ŝ Ɛ ŝ Ž Ŷ ϵ ͘ ^ Ğ Đ ƚ ŝ Ž Ŷ Ɛ Ž Ĩ ƚ Ś Ğ D h d Ě Ğ ƚ Ă ŝ ů ŝ Ŷ Ő ƌ Ğ Ő Ƶ ů Ă ƚ ŝŽŶƐ ĨŽƌ ĐŽŶĚƵĐƚŝŶŐ ƚŚĞ ƌĞƋƵŝƌĞĚ ͞
ŶŐŝŶĞĞƌŝŶŐĂŶĚdƌĂĨĨŝĐ^ƵƌǀĞǇ͟ĂƌĞƉƌĞƐĞŶƚĞĚŝŶƉƉĞŶĚŝǆ͘
dŚĞ ĂĐƚƵĂů ƐƉĞĞĚ ǌŽŶĞ ƐƵƌǀĞǇƐ ǁĞƌĞ ĐŽŶĚƵĐƚĞĚ ďǇ EĂƚŝŽŶĂů ĂƚĂ ĂŶĚ ^ƵƌǀĞǇŝŶŐ ^ĞƌǀŝĐĞƐ͕ /ŶĐ͘ ;E^Ϳ͘ ĂůŝĨŽƌŶŝĂƌĞŐŝƐƚĞƌĞĚƚƌĂĨĨŝĐĞŶŐŝŶĞĞƌĨƌŽŵ'ƌĞǀŝĞǁĞĚƚŚĞƐƚƌĞĞƚƐ͕ƚŚĞƐƵƌǀĞǇĚĂƚĂ͕ĂŶĚƚŚĞĐƌĂƐŚƐƚĂƚŝƐƚŝĐƐ ƚŽĂƌƌŝǀĞĂƚƚŚĞƌĞĐŽŵŵĞŶĚĞĚƐƉĞĞĚůŝŵŝƚƐĨŽƌĞĂĐŚƐĞŐŵĞŶƚ͘

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SECTION2.0–STUDYMETHODOLOGY

dŚĞƐƚƵĚǇŝŶǀŽůǀĞĚƚŚƌĞĞĐĂƚĞŐŽƌŝĞƐŽĨĚĂƚĂĐŽůůĞĐƚŝŽŶĂŶĚĂŶĂůǇƐŝƐ͗;ϭͿŐĞŽŵĞƚƌŝĐĂŶĚĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐƚƌĞĞƚ ƐƵƌǀĞŝůůĂŶĐĞ͖;ϮͿĐŽůůŝƐŝŽŶƌĂƚĞĂŶĂůǇƐŝƐ͖ĂŶĚ;ϯͿƐƉŽƚƐƉĞĞĚƐƵƌǀĞǇ͘
dŚĞƐƚƌĞĞƚƐƵƌǀĞŝůůĂŶĐĞƉƌŽĐĞƐƐƵƐĞĚĨŝĞůĚŽďƐĞƌǀĂƚŝŽŶƐƚŽĚĞƚĞƌŵŝŶĞƚŚĞĞǆŝƐƚŝŶŐƌŽĂĚǁĂǇĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐ͕ ĐŽŶĚŝƚŝŽŶĂŶĚƉůĂĐĞŵĞŶƚŽĨƐŝŐŶƐĂŶĚƉĂǀĞŵĞŶƚŵĂƌŬŝŶŐƐ͕ůĂŶĚƵƐĞƐ͕ƉĞĚĞƐƚƌŝĂŶĂŶĚďŝĐǇĐůĞĂĐƚŝǀŝƚǇ͕ĂŶĚ ŽƚŚĞƌƌŽĂĚǁĂǇĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐƚŚĂƚŵĂǇŶŽƚďĞƌĞĂĚŝůǇĂƉƉĂƌĞŶƚƚŽŵŽƚŽƌŝƐƚƐ͘
,ŝƐƚŽƌŝĐĂů ĐŽůůŝƐŝŽŶ ĚĂƚĂ ǁĂƐ ŽďƚĂŝŶĞĚ ĨƌŽŵ ƚŚĞ ŝƚǇ͛Ɛ ŽůůŝƐŝŽŶ ZĞĐŽƌĚƐ ;ƌŽƐƐƌŽĂĚƐͿ ĨŽƌ ƚŚĞ ƉĞƌŝŽĚ ĨƌŽŵ :ĂŶƵĂƌǇϭ͕ϮϬϮϯ͕ƚŽĞĐĞŵďĞƌϯϭ͕ϮϬϮϰ;ŝ͘Ğ͕͘ƚǁŽǇĞĂƌƐͿĨŽƌƚŚĞƌŽĂĚǁĂǇƐĞŐŵĞŶƚƐ͘dŚĞĐŽůůŝƐŝŽŶƌĂƚĞǁĂƐ ĐĂůĐƵůĂƚĞĚĂŶĚĐŽŶƐŝĚĞƌĞĚŝŶƌĞĐŽŵŵĞŶĚŝŶŐƚŚĞƐƉĞĞĚůŝŵŝƚďǇƵƐŝŶŐƚŚĞĂǀĞƌĂŐĞĚĂŝůǇƚƌĂĨĨŝĐ;dͿǀŽůƵŵĞƐ ĐŽůůĞĐƚĞĚĂƐƉĂƌƚŽĨƚŚĞƉƌŽũĞĐƚ͘

^ƉŽƚ ƐƉĞĞĚ ƐƵƌǀĞǇƐ͕ ƵƚŝůŝǌŝŶŐ Ă ĐĂůŝďƌĂƚĞĚ ƌĂĚĂƌ ŐƵŶ͕ ǁĞƌĞ ĐŽŶĚƵĐƚĞĚ Ăƚ ƚǁŽ ŚƵŶĚƌĞĚ ĂŶĚ ĞŝŐŚƚ ;ϮϬϴͿ ƐĞŐŵĞŶƚůŽĐĂƚŝŽŶƐƚŽĚĞƚĞƌŵŝŶĞĞǆŝƐƚŝŶŐǀĞŚŝĐƵůĂƌƚƌĂǀĞůƐƉĞĞĚƐ͘ĐŽƉǇŽĨƚŚĞ͞dƌĂĨĨŝĐZĂĚĂƌĞƌƚŝĨŝĐĂƚŝŽŶ͟ ŝƐƉƌŽǀŝĚĞĚŝŶƉƉĞŶĚŝǆ͘dǇƉŝĐĂůůǇ͕ĂŵŝŶŝŵƵŵŽĨϭϬϬŽďƐĞƌǀĂƚŝŽŶƐǁĞƌĞƌĞĐŽƌĚĞĚ͕ϱϬĨŽƌĞĂĐŚĚŝƌĞĐƚŝŽŶ ŽĨƚƌĂǀĞů͕ŽŶĂůůƚŚĞƐƚƌĞĞƚƐŝŶĐůƵĚĞĚŝŶƚŚĞƐƚƵĚǇ͘dŚŝƐĚĂƚĂǁĂƐƵƐĞĚƚŽĐĂůĐƵůĂƚĞƐƚĂƚŝƐƚŝĐĂůŝŶĨŽƌŵĂƚŝŽŶƐƵĐŚ ĂƐƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƚƌĂǀĞůƐƉĞĞĚ͕ϭϬͲŵŝůĞƉĞƌŚŽƵƌ;ŵƉŚͿƉĂĐĞƐƉĞĞĚ͕ƉĞƌĐĞŶƚĂŐĞŽĨǀĞŚŝĐůĞƐǁŝƚŚŝŶƚŚĞ ϭϬͲŵƉŚƉĂĐĞ͕ŵĞĚŝĂŶƐƉĞĞĚ͕ĂŶĚŽƚŚĞƌƉĞƌƚŝŶĞŶƚĚĂƚĂĨŽƌĂŶĂůǇƐŝƐ͘
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SECTION3.0–SURVEYRESULTS

3.1 StreetSurveillance

^ĞĐƚŝŽŶϮ͘ϭϯ͞^ƉĞĞĚ>ŝŵŝƚ^ŝŐŶƐ͟ŽĨƚŚĞDhd;ƐĞĞƉƉĞŶĚŝǆͿƐƚĂƚĞƐƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚƐŚŽƵůĚďĞ ĞƐƚĂďůŝƐŚĞĚĂƚƚŚĞŶĞĂƌĞƐƚĨŝǀĞŵŝůĞƉĞƌŚŽƵƌŝŶĐƌĞŵĞŶƚ;ƌŽƵŶĚĞĚƉĞƌƐƚĂŶĚĂƌĚŵĂƚŚĞŵĂƚŝĐĂůƉƌĂĐƚŝĐĞͿƚŽ ƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚƌĞĐŽƌĚĞĚĚƵƌŝŶŐƚŚĞƐƉŽƚƐƉĞĞĚƐƵƌǀĞǇ͘,ŽǁĞǀĞƌ͕ŝŶŵĂƚĐŚŝŶŐĞǆŝƐƚŝŶŐĐŽŶĚŝƚŝŽŶƐ ǁŝƚŚƚŚĞƚƌĂĨĨŝĐƐĂĨĞƚǇŶĞĞĚƐŽĨƚŚĞĐŽŵŵƵŶŝƚǇ͕ĞŶŐŝŶĞĞƌŝŶŐũƵĚŐŵĞŶƚŵĂǇŝŶĚŝĐĂƚĞƚŚĞŶĞĞĚĨŽƌĂĨƵƌƚŚĞƌ ĐŚĂŶŐĞ ŝŶ ƐƉĞĞĚ͘ tŚĞŶĞǀĞƌ ƐƵĐŚ ĨĂĐƚŽƌƐ ĂƌĞ ĐŽŶƐŝĚĞƌĞĚ ƚŽ ĞƐƚĂďůŝƐŚ ƚŚĞ ƐƉĞĞĚ ůŝŵŝƚ͕ ƚŚĞǇ ƐŚŽƵůĚ ďĞ ĚŽĐƵŵĞŶƚĞĚŝŶƚŚĞƐƉĞĞĚƐƵƌǀĞǇŽƌŝŶƚŚĞĂĐĐŽŵƉĂŶǇŝŶŐĞŶŐŝŶĞĞƌŝŶŐƌĞƉŽƌƚ͘
dŚĞƐƵƌǀĞǇƐƚƌĞĞƚƐǁĞƌĞƌĞǀŝĞǁĞĚďǇDƌ͘ZƵďĞŶWĞƌĂůĞƐ͕W͘ ͕͘d͘
͕sŝĐĞWƌĞƐŝĚĞŶƚĂƚ'
ŶŐŝŶĞĞƌƐ͕/ŶĐ͕͘ǁŚŽ
ŝƐĂƌĞŐŝƐƚĞƌĞĚdƌĂĨĨŝĐ
ŶŐŝŶĞĞƌŝŶƚŚĞ^ƚĂƚĞŽĨĂůŝĨŽƌŶŝĂ͘dŚĞƌŽĂĚǁĂǇĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐ͕ůŽĐĂƚŝŽŶŽĨƐƉĞĞĚůŝŵŝƚ ƐŝŐŶƐ͕ ĐŽŶĚŝƚŝŽŶƐ ŶŽƚ ƌĞĂĚŝůǇ ĂƉƉĂƌĞŶƚ ƚŽ ƚŚĞ ĚƌŝǀĞƌ͕ ůĂŶĚ ƵƐĞƚǇƉĞƐ ĂĚũŽŝŶŝŶŐ ƚŚĞ ƐƚƌĞĞƚ ;ĐŽŵŵĞƌĐŝĂů͕ ƌĞƐŝĚĞŶƚŝĂů͕ƐĐŚŽŽůǌŽŶĞ͕ƉĂƌŬƐ͕ĞƚĐ͘Ϳ͕ĂŶĚƚǇƉĞŽĨƌŽĂĚǁĂǇ;ĚŝǀŝĚĞĚ͕ƵŶĚŝǀŝĚĞĚ͕ŶƵŵďĞƌŽĨůĂŶĞƐ͕ĞƚĐ͘ͿǁĞƌĞ ƌĞĐŽƌĚĞĚĂƐƉĂƌƚŽĨƚŚĞƐƚƵĚǇ͘dŚĞƌŽĂĚǁĂǇĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐǁĞƌĞƵƐĞĚƚŽĚĞƚĞƌŵŝŶĞŝĨĂŶǇƉŚǇƐŝĐĂůĐŽŶĚŝƚŝŽŶƐ ǁĂƌƌĂŶƚĞĚĐŽŶƐŝĚĞƌĂƚŝŽŶŽĨĂĨŝǀĞŵŝůĞƉĞƌŚŽƵƌƌĞĚƵĐƚŝŽŶŽĨƚŚĞƌĞĐŽŵŵĞŶĚĞĚƐƉĞĞĚŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚ s^ĞĐƚŝŽŶϲϮϳĂŶĚŝĨƌŽĂĚǁĂǇƐĞŐŵĞŶƚƐŚĂǀĞĐŚĂŶŐĞĚƐŝŶĐĞƚŚĞƉƌĞƉĂƌĂƚŝŽŶŽĨƚŚĞƉƌĞǀŝŽƵƐ Θd^ĚĂƚĞĚ
EŽǀĞŵďĞƌϮϬϭϳ͘dŚĞƐƉĞĞĚƐƵƌǀĞǇƐĞŐŵĞŶƚƌŽĂĚǁĂǇĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐĨŽƌĞĂĐŚƐĞŐŵĞŶƚĂƌĞŝŶĚŝĐĂƚĞĚŽŶƚŚĞ

ŶŐŝŶĞĞƌŝŶŐĂŶĚdƌĂĨĨŝĐ^ƵƌǀĞǇ^ƵŵŵĂƌǇƐŚĞĞƚƐŝŶƉƉĞŶĚŝǆ͘dŚĞƌĂǁƐƉĞĞĚƐƵƌǀĞǇĚĂƚĂĐŽůůĞĐƚĞĚŝŶƚŚĞ ĨŝĞůĚŝƐŝŶĐůƵĚĞĚŝŶƉƉĞŶĚŝǆ
͘

3.2 AccidentRateAnalysis

dŚĞĐŽůůŝƐŝŽŶƌĂƚĞĨŽƌĞĂĐŚƐƉĞĞĚƐƵƌǀĞǇƐĞŐŵĞŶƚǁĂƐĚĞƚĞƌŵŝŶĞĚƵƐŝŶŐƚŚĞŵŽƐƚƌĞĐĞŶƚĂǀĂŝůĂďůĞĐŽůůŝƐŝŽŶ ƌĞĐŽƌĚƐĂƐƌĞƋƵŝƌĞĚďǇs^ĞĐƚŝŽŶϲϮϳ͘dŚĞŵŝĚͲďůŽĐŬĐŽůůŝƐŝŽŶƚŽƚĂůƐĂƌĞďĂƐĞĚŽŶĂƌĞǀŝĞǁŽĨƚŚĞĐŽůůŝƐŝŽŶ ƌĞƉŽƌƚƐĨƌŽŵƌŽƐƐƌŽĂĚƐĨƌŽŵ:ĂŶƵĂƌǇϭ͕ϮϬϮϯ͕ƚŽĞĐĞŵďĞƌϯϭ͕ϮϬϮϰ͘^ƵďƐĞƋƵĞŶƚůǇ͕ƚŚĞƐĞƚŽƚĂůƐǁĞƌĞƵƐĞĚ ƚŽĐĂůĐƵůĂƚĞƚŚĞŵŝĚͲďůŽĐŬĐŽůůŝƐŝŽŶƌĂƚĞ͕ǁŚŝĐŚĂůƐŽƵƐĞƐdǀŽůƵŵĞĚĂƚĂ͘dĐŽƵŶƚƐǁĞƌĞĐŽŶĚƵĐƚĞĚĨŽƌ Ăůů ƉƌŽũĞĐƚ ƐĞŐŵĞŶƚƐ͘ dŚĞ ŵŝĚͲďůŽĐŬ ĐŽůůŝƐŝŽŶ ƌĂƚĞ ĨŽƌ ĞĂĐŚ ƐƚƌĞĞƚ ƐƵƌǀĞǇĞĚ ǁĂƐ ĐĂůĐƵůĂƚĞĚ ŝŶ ƚĞƌŵƐ ŽĨ ͞ĐŽůůŝƐŝŽŶƐƉĞƌŵŝůůŝŽŶǀĞŚŝĐůĞŵŝůĞƐƚƌĂǀĞůĞĚ͟;ͬDsDͿĂŶĚŝƐƐŚŽǁŶŽŶƚŚĞ ŶŐŝŶĞĞƌŝŶŐĂŶĚdƌĂĨĨŝĐ^ƵƌǀĞǇ
^ƵŵŵĂƌǇZĞƉŽƌƚƐ͘dŚĞĨŽůůŽǁŝŶŐƐŚŽǁƐĂƐĂŵƉůĞĐĂůĐƵůĂƚŝŽŶ͘
dŚĞƌĂƚĞǁĂƐĐĂůĐƵůĂƚĞĚƵƐŝŶŐƚŚĞĨŽůůŽǁŝŶŐĞƋƵĂƚŝŽŶ͗

ŽůůŝƐŝŽŶZĂƚĞс
EƵŵďĞƌŽĨDŝĚďůŽĐŬŽůůŝƐŝŽŶƐпϭϬϲ
ϮϰͲŚŽƵƌǀŽůƵŵĞпϯϲϱпƐĞŐŵĞŶƚůĞŶŐƚŚпŶƵŵďĞƌŽĨǇĞĂƌƐ
dŚĞŶƵŵďĞƌŽĨŵŝĚͲďůŽĐŬĐŽůůŝƐŝŽŶƐŝƐďĂƐĞĚŽŶƚǁŽǇĞĂƌƐ͛ĐŽůůŝ ƐŝŽŶĚĂƚĂ;:ĂŶƵĂƌǇϭ͕ϮϬϮϯ͕ƚŽĞĐĞŵďĞƌ ϯϭ͕ϮϬϮϰͿ͕ƚŚĞƌĞĐĞŶƚ ϮϰͲŚŽƵƌƚƌĂĨĨŝĐǀŽůƵŵĞ;ĨŽƌďŽƚŚĚŝƌĞĐƚŝŽŶƐͿǁŝƚŚŝŶƚŚĞƐƵƌǀĞǇ ƐĞŐŵĞŶƚ͕ĂŶĚƚŚĞ ƐĞŐŵĞŶƚ͛ƐůĞŶŐƚŚŐŝǀĞŶŝŶŵŝůĞƐ͘

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ǆĂŵƉůĞ͗

^ĞŐŵĞŶƚ͗ ϭϲ ƚŚ^ƚƌĞĞƚďĞƚǁĞĞŶEĞǁŚĂůůǀĞŶƵĞĂŶĚKƌĐŚĂƌĚsŝůůĂŐĞZŽĂĚ͗ ŽůůŝƐŝŽŶZĂƚĞ с
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Table 1. 2025 City of Santa Clarita Speed Zone Survey - Accident Survey Analysis Street No. Location Distance Distance Accidents1 Accident Expected2 (mile) (feet) ADT 2 yrs Total Rate Acc. Rate
16th Street 1 Newhall Avenue to Orchard Villa ge Road 0.31 1,637 5,200 1 0.85 1.07 Alta Madera Drive 2 Avenida Navarre to Avenida Velarte 0.62 3,274 2,000 0 0.00 1.07 Alta Vista Avenue 3 Constellation Road to Copper Hill Driv e 0.41 2,16 5 6,900 0 0.00 0.64 Anza Drive 4 Avenue Mentry to Avenue Tibbitts 0.71 3,749 3,000 1 0.64 1.07 Arroyo Park Drive 5 Summit Place to McBean Parkwa y 0.87 4,594 3,100 2 1.02 1.07 6 McBean Parkway to Cortina Drive 0.13 686 4,000 1 2.63 0.64 Ashboro Drive 7 Whites Canyon Road to Ermine Street 0.26 1,373 4,400 0 0.00 1.07 Avenida Navarre/Avenida Velarte 8 McBean Parkway to Alta Madera Drive 0.65 3,432 7,400 0 0.00 1.07 Avenida Rancho Tesoro/Casa Luna Place 9 Copper Hill Drive to Tesoro Del Valle Road 0.87 4,594 6,300 0 0.00 0.64 10 Tesoro del Valle Road (E) to Tesoro Del Valle Road (W) 2.28 12,038 3,000 0 0.00 2.04 Avenida Rotella 11 Lyons Avenue to Avenida Rondell 0.15 792 3,800 0 0.00 1.07 Avenue Crocker 12 Avenue Hall to Rye Canyon Road 0.50 2,640 5,000 2 1.10 1.07 Avenue Hall 13 Avenue Stanford to Avenue Crocker 0.30 1,584 2,000 0 0.00 1.07 Avenue Hopkins 14 Avenue Rockefeller to Avenue Stanford 0.60 3,168 3,500 0 0.00 1.07 Avenue Kearny 15 Avenue Scott to Avenue Mentry 0.25 1,320 2,000 0 0.00 1.07 Avenue Mentry 16 Avenue Rockefeller to Avenue Kearny 0.38 2,006 2,000 0 0.00 1.07 Avenue Rockefeller 17 Avenue Mentry to Avenue Hopkins 0.44 2,323 3,000 0 0.00 1.07 Avenue Scott 18 R ye Canyon Road to Avenue Tibbitts 0.61 3,221 12,00 0 1 0.19 0.93 19 Avenue Tibbitts to McBean Parkway 0.58 3,062 15,400 3 0.46 0.93 Avenue Stanford 20 Vanderbilt Way to Rye Canyon Road 1.01 5,333 7,200 0 0.00 0.61 21 Rye Canyon Road to Avenue Scott 0.82 4,330 8,400 2 0.40 0.61 22 Avenue Scott to End of Street 0.33 1,742 3,600 1 1.15 1.07 Avenue Tibbitts 23 Newhall Ranch Road to Avenue Scott 0.44 2,323 6,100 0 0.00 0.93 24 Avenue Scott to Anza Drive 0.45 2,376 3,000 0 0.00 1.07 Bridgeport Lane 25 McBean Parkway to Parkwood Lane 0.95 5,016 3,000 0 0.00 1.07 Bouquet Canyon Road 26 Magic Mountain Parkway to Soledad Canyon Road 0.64 3,379 36,000 21 1.25 0.87 27 Soledad Canyon Road to Seco Canyon Road 0.91 4,805 57,000 23 0.61 0.87 28 Seco Canyon Road to Alamogordo Road 0.41 2,165 41,000 10 0.81 0.87 29 Alamogordo Road to Urbandale Avenue 1.37 7,234 32,100 16 0.50 0.93 30 Urbandale Avenue to Steve Jon Street 0.78 4,118 22,600 5 0.39 0.93 31 Steve Jon Street to Shadow Valley Lane 1.00 5,280 13,500 6 0.61 0.61 Calgrove Boulevard 32 I-5 to Creekside Drive 0.85 4,488 6,500 2 0.50 0.61 Calle Arbo
r 33 Orchard Villa ge Road to Fedala Road 0.21 1,109 1,000 0 0.00 1.07 Camp Plenty Road 34 Soledad Canyon Road to Newhouse Street 0.51 2,693 9,500 2 0.57 1.07 35 Delight Street to Nadal Street 0.31 1,637 2,500 0 0.00 1.07 Canyon Park Boulevard 36 Jakes Wa y to Lost Canyon Road 0.66 3,48 5 6,000 1 0.35 0.64 Canyon View Drive 37 Calla Way to Discovery Park Driveway 0.28 1,478 5,000 0 0.00 1.07 Carrizo Drive 38 Arroyo Park Drive to Estaban Drive 0.51 2,693 4,000 1 0.67 1.07 Centre Pointe Parkway 39 Golden Triangle Road to Ferry Court 0.50 2,640 8,000 1 0.34 1.07 40 Ferry Court to Golden Valley Road 0.43 2,270 10,000 2 0.64 1.07 41 Golden Valley Road to Ruether Avenue 0.21 1,109 11,500 1 0.57 0.64 Charmaine Way 42 Shangri-La Drive to Nathan Hill Road 0.12 634 1,200 0 0.00 1.07 Cinema Drive 43 Valencia Boulevard to Bouquet Canyon Road 0.35 1,848 6,000 1 0.65 1.07 Citrus Street 44 Valencia Boulevard to Magic Mountain Parkway 0.29 1,531 5,000 2 1.89 0.66 Constellation Road 45 Kelly Johnson Parkway to Hercules Street 0.52 2,746 4,000 0 0.00 0.93 Copper Hill Drive 46 Newhall Ranch Road to Decoro Drive 0.55 2,904 40,000 3 0.19 0.87 47 Decoro Drive to McBean Parkway 1.85 9,768 28,000 10 0.26 0.87 48 McBean Parkway to Seco Canyon Road 0.91 4,805 30,000 4 0.20 0.87 49 Seco Canyon Road to Haskell Canyon Road 1.33 7,022 17,600 5 0.29 0.93 50 Haskell Canyon Road to Buckhorn Lane 0.55 2,904 10,000 3 0.75 0.93 51 Buckhorn Lane to David Way 0.70 3,696 6,900 0 0.00 0.61 Cortina Drive 52 Arroyo Park Drive to Alta Madera Road 0.36 1,901 2,000 0 0.00 1.07 1 Accident Data from 01-01-23 to 12-31-24
2 Source: California State Department of Transportation

Table 1. 2025 City of Santa Clarita Speed Zone Survey - Accident Survey Analysis Street No. Location Distance Distance Accidents1 Accident Expected2 (mile) (feet) ADT 2 yrs Total Rate Acc. Rate
Creekside Road 53 McBean Parkway to Auto Center Drive 0.34 1,795 15,500 3 0.78 1.07 Decoro Drive 54 Seco Canyon Road to Vista Delgado Drive 0.12 634 12,000 0 0.00 0.66 55 Vista Delgado Drive to McBean Parkway 1.03 5,438 16,000 2 0.17 0.93 56 McBean Parkway to Copper Hill Drive 0.92 4,858 13,000 1 0.11 0.93 Del Monte Drive 57 Summit Place to McBean Parkway 1.12 5,914 3,100 3 1.18 1.07 58 McBean Parkway to Estaban Drive 0.78 4,118 4,000 1 0.44 1.07 Deputy Jake Drive 59 Valle Del Oro to Matthew Place 0.33 1,742 2,000 0 0.00 1.07 Dickason Drive 60 Newhall Ranch Road to Decoro Drive 0.58 3,062 11,700 3 0.61 0.64 Dockweiler Drive 61 Ivy Lane to Leonard Tree Lane 0.39 2,059 5,000 1 0.70 1.07 62 Sierra Highway to Ivy Lane 0.48 2,534 6,500 0 0.00 0.93 El Paseo Drive 63 Estaban Drive to Del Monte Drive 0.68 3,590 2,000 1 1.01 1.07 Fairview Drive 64 McBean Parkway to Hillsborough Parkway 0.60 3,168 4,000 0 0.00 1.07 Fahren Court 65 Jakes Way to Sandy Drive 0.18 950 2,000 0 0.00 1.07 Five Knolls Drive 66 Golden Valley Road to Celadon Court 0.16 845 2,800 0 0.00 1.07 Flynn Drive 67 Jason Drive to Canyon Park Boulevard 0.31 1,637 2,000 1 2.21 1.07 Furnivall Avenue 68 Soledad Canyon Road to Santa Clara Street 0.29 1,531 2,000 2 4.72 1.07 Goldcrest Drive 69 Valencia Boulevard to Del Monte Drive 0.40 2,112 2,000 0 0.00 1.07 Golden Triangle Road 70 Centre Pointe Parkway to Golden Oak Road 0.13 686 6,800 1 1.55 1.07 71 Golden Oak Road to Ruether Avenue 0.89 4,699 8,000 2 0.38 0.93 72 Ruether Avenue to Rainbow Glen Drive 0.47 2,482 9,200 1 0.32 0.93 Golden Valle
y Road 73 Via Princessa to SR-14 1.11 5,861 12,00 0 6 0.62 0.93 74 SR-14 to Sierra Highway 0.77 4,066 24,000 4 0.30 0.87 75 Sierra Highway to Centre Pointe Parkway 1.90 10,032 42,000 21 0.36 0.93 76 Centre Pointe Parkway to Newhall Ranch Road 1.06 5,597 36,000 5 0.18 0.87 77 Newhall Ranch Rd to Claremore Way 1.20 6,336 24,000 5 0.24 0.93 78 Claremore Way to Plum Canyon Road 1.04 5,491 15,800 3 0.25 0.64 Golf Course Road 79 Tournament Road to Lochmoor Road 0.17 898 2,000 0 0.00 1.07 Grandview Drive 80 Newhall Ranch Road to Deerfield Lane 1.55 8,184 4,000 2 0.44 1.07 Haskell Canyon Road 81 Bouquet Canyon Road to Grovepark Drive 0.36 1,901 14,100 4 1.08 0.93 82 Grovepark Drive to Copper Hill Drive 0.84 4,435 13,000 2 0.25 0.61 Heller Circle 83 Plum Canyon Road to Whites Canyon Road 0.56 2,957 2,500 0 0.00 0.61 Hercules Street 84 Kelly Johnson Parkway to Constellation Road 0.24 1,267 3,500 0 0.00 0.93 Hillsborough Parkway 85 Newhall Ranch Road to Deerfield Lane 1.48 7,814 5,000 2 0.37 1.07 Honby Avenue 86 Soledad Canyon Road to Santa Clara Street 0.27 1,426 2,500 1 2.03 1.07 Isabella Parkway 87 Golden Triangle Road to Aurora Lane 0.34 1,795 2,500 3 4.83 1.07 Jakes Way 88 Sierra Highway to Lost Canyon Road 1.12 5,914 6,500 13 2.45 1.07 Jason Drive 89 Via Princessa to Canyon Park Boulevard 0.37 1,954 7,500 2 0.99 1.07 John Russell Drive 90 Cortina Drive to Estaban Drive 0.51 2,693 2,000 0 0.00 1.07 Kelly Johnson Parkway 91 Copper Hill Drive to Hercules Street 0.74 3,907 10,000 3 0.56 0.93 Lost Canyon Road 92 Sand Canyon Road to La Veda Avenue 0.26 1,373 4,000 0 0.00 1.07 93 Jakes Way to Medley Ridge Drive (N) 0.32 1,690 5,000 0 0.00 0.64 94 Medley Ridge Drive (N) to Via Princessa 0.92 4,858 12,000 4 0.50 0.64 95 Via Princessa to Cedar Valley Way 0.41 2,165 11,000 1 0.30 1.07 96 Cedar Valley Way to Golden Valley Road 0.45 2,376 11,000 4 1.11 1.07 Lyons Avenue 97 I-5 to Wiley Canyon Road 0.40 2,112 33,000 5 0.52 0.75 98 Wiley Canyon Road to Avenida Rotella 0.71 3,749 31,200 16 0.99 0.75 99 Avenida Rotella to Newhall Avenue 0.74 3,907 33,700 8 0.44 0.64 100 Newhall Avenue to Railroad Avenue 0.26 1,373 16,000 0 0.00 0.64 Magic Mountain Parkway 101 I-5 to McBean Parkway 1.26 6,653 27,000 5 0.20 0.87 102 McBean Parkway to Valencia Boulevard 0.79 4,171 21,000 4 0.33 0.87 103 Valencia Boulevard to Bouquet Canyon Road 0.52 2,746 17,000 2 0.31 0.93 Main Street 104 Lyons Avenue to Newhall Avenue 0.41 2,165 3,000 1 1.11 1.07 Market Street 105 Newhall Avenue to Cross Street 0.57 3,010 3,000 0 0.00 1.07 1 Accident Data from 01-01-23 to 12-31-24
2 Source: California State Department of Transportation

Table 1. 2025 City of Santa Clarita Speed Zone Survey - Accident Survey Analysis Street No. Location Distance Distance Accidents1 Accident Expected2 (mile) (feet) ADT 2 yrs Total Rate Acc. Rate
McBean Parkway 106 I-5 to Orchard Village Road 1.06 5,597 30,500 6 0.25 0.87 107 Orchard Village Road to Valencia Boulevard 1.35 7,128 38,000 9 0.24 0.87 108 Valencia Boulevard to Magic Mountain Parkway 0.49 2,587 40,600 4 0.28 0.87 109 Magic Mountain Parkway to Newhall Ranch Road 0.88 4,646 60,000 16 0.42 0.87 110 Newhall Ranch Road to Copper Hill Drive 2.26 11,933 31,600 14 0.27 0.87 Nadal Street 111 Camp Plenty Road to Whites Canyon Road 0.59 3,115 5,000 4 1.86 1.07 Nathan Hill Road 112 Shangri La Drive (N) to Shangri La Drive (S) 0.41 2,165 2,000 0 0.00 1.07 Needham Ranch Parkway 113 Sierra Highway to Newhall Avenue 1.50 7,920 4,000 0 0.00 1.07 Newhall Avenu
e 114 16th Street to L yons Avenue 0.83 4,382 7,000 3 0.71 1.07 115 Lyons Avenue to Main Street 0.48 2,534 17,200 2 0.33 1.07 116 Main Street to Railroad Avenue 0.14 739 16,100 1 0.61 0.61 117 Railroad Avenue to SR-14 1.53 8,078 45,400 14 0.28 0.75 Newhall Ranch Road 118 Golden Valley Road to Bouquet Canyon Road 1.77 9,346 46,000 16 0.27 0.87 119 Bouquet Canyon Road to McBean Parkway 1.24 6,547 51,600 10 0.21 0.87 120 McBean Parkway to Copper Hill Drive 1.30 6,864 35,000 2 0.06 0.87 121 Copper Hill Drive to Vanderbilt Way 1.39 7,339 34,000 7 0.20 0.87 Northpark Drive 122 McBean Parkway to Copper Hill Drive 1.05 5,544 3,000 1 0.43 1.07 Oak Avenue 123 Soledad Canyon Road to Santa Clara Street 0.33 1,742 3,500 1 1.19 1.07 Oak Ridge Drive 124 Via Princessa to Railroad Avenue 0.31 1,637 9,000 2 0.98 0.64 Orchard Village Road 125 McBean Parkway to Wiley Canyon Road 0.55 2,904 28,000 2 0.18 0.93 126 Wiley Canyon Road to Lyons Avenue 0.80 4,224 24,000 3 0.21 0.93 Placerita Canyon Road 127 12th Street to Aden Avenue 0.25 1,320 6,600 0 0.00 1.07 128 Sierra Highway to 2200' w/o Sierra Highway (End of City Maintained Road) 0.42 2,218 1,400 0 0.00 0.61 129 Sand Canyon Rd to 200' e/o Walker Ranch Trailhead Turnout 1.75 9,240 6,100 2 0.26 0.61 Plum Canyon Road 130 Bouquet Canyon Road to Golden Valley Road 0.89 4,699 22,000 3 0.21 0.64 131 Golden Valley Road to Skyline Ranch Road 0.69 3,643 22,000 1 0.09 0.64 Railroad Avenue 132 Newhall Avenue to 15th Street 0.53 2,798 30,000 7 0.60 0.64 133 15th Street to Oak Ridge Drive 0.93 4,910 36,500 11 0.44 0.93 134 Oak Ridge Drive to Magic Mountain Parkway 0.91 4,805 36,500 13 0.54 0.87 Rainbow Glen Drive 135 Soledad Canyon Road to Via Princessa 0.85 4,488 10,000 3 0.48 1.07 136 Via Princessa to Jacana Court 0.35 1,848 2,000 0 0.00 1.07 Rancho Tesoro 137 Avenida Rancho Tesoro to Tesoro del Valle Road 0.56 2,957 2,000 0 0.00 1.07 Rio Norte Drive 138 Copper Hill Drive to Village Circle Drive 0.43 2,270 5,000 0 0.00 1.07 Robert C. Lee Parkway 139 Golden Valley Road to Vicenza Lane (N) 0.30 1,584 7,000 0 0.00 0.64 Rockwell Canyon Road 140 Valencia Boulevard to McBean Parkway 0.99 5,227 16,500 2 0.17 1.61 Ruether Avenue 141 Centre Pointe Parkway to Soledad Canyon Road 0.52 2,746 10,000 3 0.79 0.64 142 Soledad Canyon Road to Santa Clara Street 0.31 1,637 4,400 1 1.00 1.07 Rye Canyon Road 143 The Old Road to Newhall Ranch Road 1.20 6,336 28,000 8 0.33 0.87 Sand Canyon Road 144 0.55 mile s/o Placerita Canyon Rd to Lost Canyon Rd 3.31 17,477 6,000 6 0.41 0.61 145 Lost Canyon Road to Soledad Canyon Road 0.49 2,587 17,500 6 0.96 0.61 146 Soledad Canyon Road to 490' n/o Thompson Ranch Drive 1.10 5,808 9,000 0 0.00 0.61 Sandy Drive 147 Sierra Highway to Jakes Way 0.47 2,482 4,000 6 4.37 1.07 Santa Clara Street 148 Honby Avenue to Oak Avenue 0.37 1,954 2,000 0 0.00 1.07 Santa Clarita Parkway 149 Newhall Ranch Road to Riverrock Way 0.31 1,637 3,000 0 0.00 1.07 Seco Canyon Road 150 Bouquet Canyon Road to Decoro Drive 0.67 3,538 22,500 4 0.36 0.93 151 Decoro Drive to Copper Hill Drive 1.21 6,389 19,000 3 0.18 0.93 152 Copper Hill Drive to Tamarack Lane 0.74 3,907 9,000 2 0.41 1.07 Shadow Pines Boulevard 153 Soledad Canyon Road to Grandifloras Road 0.62 3,274 7,000 0 0.00 0.61 Shangri-La Drive 154 Soledad Canyon Rd to Nathan Hill Road (E) 0.33 1,742 5,000 4 3.32 1.07 155 Nathan Hill Road to Bakerton Drive 0.57 3,010 2,000 0 0.00 1.07 Skyline Ranch Road 156 Plum Canyon Road to Stratus Street (N) 0.96 5,069 11,000 1 0.13 1.07 157 Stratus Street (N) to Sierra Highway 1.23 6,494 7,500 1 0.15 1.07 1 Accident Data from 01-01-23 to 12-31-24
2 Source: California State Department of Transportation

Table 1. 2025 City of Santa Clarita Speed Zone Survey - Accident Survey Analysis Street No. Location Distance Distance Accidents1 Accident Expected2 (mile) (feet) ADT 2 yrs Total Rate Acc. Rate
Sierra Highway 158 South City Limit to Newhall Avenue 1.75 9,240 17,000 6 0.28 0.93 159 Newhall Avenue to Placerita Canyon Road 1.10 5,808 22,000 4 0.23 0.93 160 Placerita Canyon Road to Friendly Valley Parkway 2.02 10,666 27,100 21 0.53 0.93 161 Friendly Valley Parkway to Via Princessa 0.66 3,485 26,700 5 0.39 0.93 162 Via Princessa to Soledad Canyon Road 0.93 4,910 38,000 23 0.89 0.87 163 Soledad Canyon Road to Skyline Ranch Road 0.87 4,594 20,000 9 0.71 0.93 164 Skyline Ranch Road to Campus Exit 1.21 6,389 14,000 5 0.40 0.93 Singing Hills Drive 165 Arroyo Park Drive to McBean Parkway 0.22 1,162 3,300 0 0.00 1.07 Singing Hills Dr/Altamonte Ave 166 McBean Parkway to Lochmoor Road 0.34 1,795 2,000 1 2.01 1.07 Smyth Drive 167 Dickason Drive to Copper Hill Drive 0.77 4,066 11,500 5 0.77 1.61 Soledad Street 168 Honby Avenue to Oak Avenue 0.37 1,954 2,000 0 0.00 1.07 Soledad Canyon Road 169 Bouquet Canyon Road to Commuter Way 1.02 5,386 45,000 12 0.36 0.87 170 Commuter Way to Ruether Avenue 1.68 8,870 44,000 13 0.24 0.87 171 Ruether Avenue to Camp Plenty Road 1.47 7,762 48,500 15 0.29 0.87 172 Camp Plenty Road to Sierra Highway 1.13 5,966 46,000 36 0.95 0.75 173 Sierra Highway to Galeton Road 0.48 2,534 34,000 4 0.34 0.75 174 Galeton Road to Anne Freda Street 0.99 5,227 26,900 5 0.26 0.93 175 Anne Freda Street to SR-14 On/Off Ramp 0.71 3,749 28,500 2 0.14 0.93 176 SR-14 Sand Canyon Road On/Off Ramp to SR-14 2.23 11,774 16,000 5 0.19 0.93 Stratus Street 177 Skyline Ranch Road (N) to Skyline Ranch Road (S) 1.76 9,293 3,000 2 0.52 1.07 Summit Place 178 Del Monte Drive to Rockwell Canyon Road 0.16 845 4,000 0 0.00 1.07 Sunset Hills Drive 179 Northpark Drive to McBean Parkway 0.25 1,320 3,500 0 0.00 1.07 Technology Drive 180 Avenue Stanford to Avenue Hall 0.27 1,426 2,000 0 0.00 1.07 Tesoro del Valle Road 181 Copper Hill Drive to Via La Casa 0.71 3,749 6,000 2 0.64 0.64 182 Via La Casa to Avenida Rancho Tesoro 0.60 3,168 2,800 0 0.00 1.07 Tournament Road 183 McBean Parkway to Golf Course Road 0.51 2,693 9,000 0 0.00 1.07 184 Golf Course Road to Wiley Canyon Road 0.73 3,854 7,500 2 0.50 1.07 Tourney Road 185 Valencia Boulevard to Magic Mountain Parkway 1.17 6,178 9,000 4 0.52 1.07 Trevino Drive 186 Tournament Road to Vista Fairways Drive 0.41 2,165 2,000 1 1.67 1.07 Valencia Boulevard 187 I-5 to McBean Parkway 0.99 5,227 44,000 4 0.13 0.87 188 McBean Parkway to Magic Mountain Parkway 0.68 3,590 38,000 9 0.48 0.87 189 Magic Mountain Parkway to Bouquet Canyon Road 0.80 4,224 50,000 7 0.24 0.87 Valle Del Oro 190 Newhall Avenue to Dockweiler Drive 0.55 2,904 5,000 3 1.49 1.07 Valley Street 191 Lyons Avenue to Oakrun Lane 0.34 1,795 8,000 2 1.01 1.07 Valley Center Drive 192 Soledad Canyon Road to Golden Valley Road 0.31 1,637 20,000 1 0.22 0.64 Vanderbilt Way 193 Avenue Stanford to Newhall Ranch Road 0.18 950 7,000 0 0.00 1.07 Via Princess
a 194 Via Pacifica to Oak Rid ge Drive 0.55 2,904 9,000 0 0.00 0.93 195 Oak Ridge Drive to Claibourne Lane 0.42 2,218 5,000 1 0.65 0.64 196 Sheldon Avenue to Rainbow Glen Drive 0.27 1,426 3,000 1 1.69 1.07 197 Rainbow Glen Drive to Whites Canyon Road 0.63 3,326 12,000 1 0.18 0.93 198 Whites Canyon Road to Sierra Highway 0.68 3,590 39,000 4 0.21 0.87 199 Sierra Highway to Lost Canyon Road 0.79 4,171 34,000 3 0.15 0.87 200 Lost Canyon Road to Marsha McLean Parkway 0.59 3,115 10,000 0 0.00 0.64 Wayman Street 201 Lola Lane to Lyons Avenue 0.16 845 2,000 0 0.00 1.07 West Rye Canyon Road 202 Kelly Johnson Parkway to Newhall Ranch Road 0.18 950 9,500 0 0.00 0.64 Whites Canyon Road 203 Via Princessa to Soledad Canyon Road 0.43 2,270 31,100 3 0.31 0.87 204 Soledad Canyon Road to Nadal Street 0.93 4,910 25,000 9 0.53 0.93 205 Nadal Street to Skyline Ranch Road 1.53 8,078 16,000 1 0.06 0.93 Wiley Canyon Road 206 Via Pacifica to Orchard Village Road 0.33 1,742 11,400 1 0.36 0.93 207 Orchard Village Road to Lyons Avenue 1.05 5,544 17,500 2 0.15 0.93 208 Lyons Avenue to Calgrove Boulevard 1.11 5,861 12,000 4 0.41 0.64 1 Accident Data from 01-01-23 to 12-31-24
2 Source: California State Department of Transportation Ƭ

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3.3 SpotSpeedSurvey

^ƉŽƚƐƉĞĞĚƐƵƌǀĞǇƐǁĞƌĞĐŽŶĚƵĐƚĞĚĂƚĞĂĐŚƐƚƌĞĞƚƐĞŐŵĞŶƚƚŽĂƐƐĞƐƐƚŚĞĂĐƚƵĂůďĞŚĂǀŝŽƌŽĨƚŚĞŵĂũŽƌŝƚǇŽĨ ŵŽƚŽƌŝƐƚƐ͘ ƌĞĂƐŽŶĂďůĞ ĂŶĚ ĞĨĨĞĐƚŝǀĞ ƐƉĞĞĚ ůŝŵŝƚ ŝƐ ďĂƐĞĚ ŽŶ ƚŚĞ ƉƌĞŵŝƐĞ ƚŚĂƚ Ă ƐƉĞĞĚ ůŝŵŝƚ͕ ƚŚƵƐ ĞƐƚĂďůŝƐŚĞĚ͕ĐŽŶĨŽƌŵƐƚŽƚŚĞĂĐƚƵĂůďĞŚĂǀŝŽƌŽĨƚŚĞŵĂũŽƌŝƚǇŽĨŵŽƚŽƌŝƐƚƐ͘dŚĞƐƉĞĞĚůŝŵŝƚƐŚŽƵůĚƚǇƉŝĐĂůůǇ ďĞ ĞƐƚĂďůŝƐŚĞĚ Ăƚ ƚŚĞ ĨŝǀĞ ŵƉŚ ŝŶĐƌĞŵĞŶƚ ŶĞĂƌĞƐƚ ƚŚĞ ϴϱƚŚ ƉĞƌĐĞŶƚŝůĞ ƐƉĞĞĚ ƌĞĐŽƌĚĞĚ ĨŽƌ ƚŚĞ ƐƵƌǀĞǇĞĚ ƐĞŐŵĞŶƚ͘,ŽǁĞǀĞƌ͕ĞŶŐŝŶĞĞƌŝŶŐũƵĚŐŵĞŶƚĂŶĚŽƚŚĞƌĨĂĐƚŽƌƐƐƵĐŚĂƐƐƚƌĞĞƚƐƵƌǀĞŝůůĂŶĐĞ;^ĞĐƚŝŽŶϯ͘ϭͿĂŶĚ Đ Ž ů ů ŝ Ɛ ŝ Ž Ŷ ƌ Ă ƚ Ğ Ɛ ; ^ Ğ Đ ƚ ŝ Ž Ŷ ϯ ͘ Ϯ Ϳ ŵ Ă Ǉ ŝ Ŷ Ě ŝ Đ Ă ƚ Ğ ƚ Ś Ğ Ŷ Ğ Ğ Ě Ĩ Ž ƌ Ĩ Ƶ ƌ ƚ Ś Ğ ƌ ƌĞĚƵĐƚŝŽŶ ŝŶ ĞƐƚĂďůŝƐŚŝŶŐ ƌĞĂƐŽŶĂďůĞ ĂŶĚ ĞĨĨĞĐƚŝǀĞƐƉĞĞĚůŝŵŝƚƐ͘

dŚĞĐƌŝƚĞƌŝĂƵƐĞĚŝŶĐŽŶĚƵĐƚŝŶŐƚŚĞƌĂĚĂƌƐƵƌǀĞǇĂƌĞůŝƐƚĞĚŝŶ ƉƉĞŶĚŝǆ͘dŚĞŝŶĨŽƌŵĂƚŝŽŶĐŽůůĞĐƚĞĚĂŶĚ ĚĂƚĂĐĂůĐƵůĂƚĞĚĨŽƌƚŚĞƌĂĚĂƌƐƉĞĞĚƐƵƌǀĞǇĂƌĞĂƐĨŽůůŽǁƐ͗
i ĂƚĞĂŶĚƚŝŵĞŽĨƐƉĞĞĚƐƵƌǀĞǇ i ŽůůŝƐŝŽŶŚŝƐƚŽƌǇĂŶĚƌĂƚĞ i ŝƌĞĐƚŝŽŶŽĨƐƵƌǀĞǇ i WŽƐƚĞĚƐƉĞĞĚůŝŵŝƚ
i EƵŵďĞƌŽĨǀĞŚŝĐůĞƐŽďƐĞƌǀĞĚ i ǀĞƌĂŐĞƐƉĞĞĚ
i WĞĚĞƐƚƌŝĂŶĂŶĚďŝĐǇĐůĞĂĐƚŝǀŝƚǇ i ZĂŶŐĞŽĨƐƉĞĞĚƐ i ZŽĂĚĚĞƐĐƌŝƉƚŝŽŶ i ϱϬ
ƚŚĂŶĚϴϱƚŚWĞƌĐĞŶƚŝůĞƐƉĞĞĚ
i ǀĞƌĂŐĞĂŝůǇdƌĂĨĨŝĐ i ϭϬŵƉŚĂŶĚƉĞƌĐĞŶƚŽǀĞƌƉĂĐĞƐƉĞĞĚ
ƉƉĞŶĚŝǆĐŽŶƚĂŝŶƐŝŶĨŽƌŵĂƚŝŽŶĂďŽƵƚǀĞŚŝĐƵůĂƌƐƉĞĞĚĚĂƚĂŽďƐĞƌǀĞĚ͕ĐŽůůŝƐŝŽŶĚĂƚĂ͕ƐƚƌĞĞƚĐůĂƐƐŝĨŝĐĂƚŝŽŶ͕ ĂŶĚĂŶǇƵŶƵƐƵĂůĐŽŶĚŝƚŝŽŶƐĂƚƚŚĞůŽĐĂƚŝŽŶ͘

Ƭ

ͳͳ
SECTION4.0–SURVEYFINDINGSANDRECOMMENDATIONS

/ŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞ^ƚĂƚĞͲŝŵƉŽƐĞĚƐƉĞĞĚůŝŵŝƚĞƐƚĂďůŝƐŚŵĞŶƚƌĞŐƵůĂƚŝŽŶĂƐĚĞĨŝŶĞĚďǇs^ĞĐƚŝŽŶϲϮϳ ĂŶĚƚŚĞƌĞĐĞŶƚůǇĂĚŽƉƚĞĚƐƐĞŵďůǇŝůůEŽ͘ϰϯ͕ƚŚĞƌĞĂƌĞƐĞǀĞƌĂůĨĂĐƚŽƌƐƚŚĂƚŵĂǇďĞĐŽŶƐŝĚĞƌĞĚƚŽũƵƐƚŝĨǇ ƐĞƚƚŝŶŐƚŚĞƉƌŝŵĂĨĂĐŝĞƐƉĞĞĚůŝŵŝƚƐĨŝǀĞŵŝůĞƐƉĞƌŚŽƵƌďĞůŽǁƚŚĞŽďƐĞƌǀĞĚϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚ͘
/ƚƐŚŽƵůĚďĞŶŽƚĞĚƚŚĂƚƚŚĞƌĞŐƵůĂƚŝŽŶƐĨŽƵŶĚŝŶƉƉĞŶĚŝǆĂůƐŽƐƚĂƚĞƚŚĂƚ͞ƚŚĞĞƐƚĂďůŝƐŚŵĞŶƚŽĨĂƐƉĞĞĚ ůŝŵŝƚŽĨĨŝǀĞŵƉŚďĞůŽǁƚŚĞϴϱ
ƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚƐŚŽƵůĚďĞĚŽŶĞǁŝƚŚŐƌĞĂƚĐĂƌĞ͘͟

dŚĞĨĂĐƚŽƌƐƚŽďĞĐŽŶƐŝĚĞƌĞĚĂƌĞ͗

ͲDŽƐƚƌĞĐĞŶƚĂĐĐŝĚĞŶƚƌĞĐŽƌĚ;ŵŝĚͲďůŽĐŬͿ ͲWƌŽĨŝůĞĐŽŶĚŝƚŝŽŶ ͲZŽĂĚǁĂǇĚĞƐŝŐŶƐƉĞĞĚ Ͳ/ŶƚĞƌƐĞĐƚŝŽŶƐƉĂĐŝŶŐŽĨĨƐĞƚƐ Ͳ^ĂĨĞƐƚŽƉƉŝŶŐƐŝŐŚƚĚŝƐƚĂŶĐĞ Ͳ ŽŵŵĞƌĐŝĂůĚƌŝǀĞǁĂǇĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐ;ůĂŶĚƵƐĞͿ Ͳ^ƵƉĞƌͲĞůĞǀĂƚŝŽŶ ͲWĞĚĞƐƚƌŝĂŶƚƌĂĨĨŝĐǁŝƚŚĂŶĚǁŝƚŚŽƵƚƐŝĚĞǁ ĂůŬƐ Ͳ'ƌĂĚĞƐ ͲWĞĚĞƐƚƌŝĂŶĂŶĚďŝĐǇĐůĞƐĂĨĞƚǇ
Ͳ^ŚŽƵůĚĞƌĐŽŶĚŝƚŝŽŶ

dŚĞ ĂďŽǀĞ ĨĂĐƚŽƌƐ ĨŽƌ ĞĂĐŚ ƌŽĂĚǁĂǇ ƐĞŐŵĞŶƚ ƐƵƌǀĞǇĞĚ ĂƌĞ ůŝƐƚĞĚŝŶ ƚŚĞ ŶŐŝŶĞĞƌŝŶŐ ĂŶĚ dƌĂĨĨŝĐ ^ƵƌǀĞǇ
^ƵŵŵĂƌǇ ƐŚĞĞƚƐ ŝŶƉƉĞŶĚŝǆ ͘ dŚĞ ϴϱ
ƚŚ ƉĞƌĐĞŶƚŝůĞ ƐƉĞĞĚ ĂŶĚ ƚŚĞ ĂďŽǀĞ ĨĂĐƚŽƌƐ ǁĞƌĞ ĐŽŶƐŝĚĞƌĞĚ ŝŶ ǀĞƌŝĨǇŝŶŐ ĞǆŝƐƚŝŶŐ ƐƉĞĞĚ ůŝŵŝƚƐ ĂŶĚ ƌĞĐŽŵŵĞŶĚŝŶŐ ƐƉĞĞĚ ůŝŵŝƚ ĐŚĂŶŐĞƐ ;ŝŶĐƌĞĂƐĞ Žƌ ĚĞĐƌĞĂƐĞͿ͘ dŚĞ ϮϬϮϱ ŽůůŝƐŝŽŶ ^ƵƌǀĞǇ ŶĂůǇƐŝƐ ;dĂďůĞ ϭͿ ůŝƐƚƐ ƚŚĞ ƚŽƚĂů ŶƵŵďĞƌ ŽĨ ĂĐĐŝĚĞŶƚƐ͕ ĐĂůĐƵůĂƚĞĚ ĂĐĐŝĚĞŶƚ ƌĂƚĞ͕ ĂŶĚ ƚŚĞ ĞǆƉĞĐƚĞĚ ĂĐĐŝĚĞŶƚ ƌĂƚĞ͘dĂďůĞ Ϯ ŽŶ ƚŚĞ ŶĞǆƚ ƉĂŐĞ ƐŚŽǁƐ ƚŚĞ ƐƵƌǀĞǇĞĚ ƌŽĂĚ ƐĞŐŵĞŶƚƐ ǁŝƚŚ ƉŽƐƚĞĚĂŶĚ ƌĞĐŽŵŵĞŶĚĞĚƐƉĞĞĚůŝŵŝƚƐ͘ĂůŝĨŽƌŶŝĂsĞŚŝĐůĞŽĚĞƐĞĐƚŝŽŶƐĂƌĞĚĞĨŝŶĞĚŝŶƉƉĞŶĚŝǆ͘

4.1 SpeedLimitSigning

ůůĂůŝĨŽƌŶŝĂŵŽƚŽƌŝƐƚƐĂƌĞƌĞƋƵŝƌĞĚƚŽŬŶŽǁƚŚĞďĂƐŝĐϭϱ͕Ϯϱ͕ĂŶĚϲϱŵƉŚƐƚĂƚƵƚŽƌǇŽƌƉƌŝŵĂĨĂĐŝĞƐƉĞĞĚ ůĂǁƐĂŶĚĂƌĞƚĞƐƚĞĚŽŶƚŚĞƐƵďũĞĐƚǁŚĞŶĂƉƉůǇŝŶŐĨŽƌĂĚƌŝǀĞƌ͛ƐůŝĐĞŶƐĞ͘dŚĞŵĂǆŝŵƵŵƐƉĞĞĚůŝŵŝƚŽŶŵŽƐƚ ĂůŝĨŽƌŶŝĂ ŚŝŐŚǁĂǇƐ ŝƐ ϲϱ ŵƉŚ͘ ,ŽǁĞǀĞƌ͕ ĚƌŝǀĞƌƐ ĂƌĞ ƉĞƌŵŝƚƚĞĚ ƚŽ ƚƌĂǀĞů ϳϬ ŵƉŚ ǁŚĞƌĞ ƉŽƐƚĞĚ ĂƐ ƐƵĐŚ͘ hŶůĞƐƐŽƚŚĞƌǁŝƐĞƉŽƐƚĞĚ͕ƚŚĞŵĂǆŝŵƵŵƐƉĞĞĚůŝŵŝƚŝŶĂůŝĨŽƌŶŝĂŝƐϱϱŵƉŚŽŶƚǁŽͲůĂŶĞƵŶĚŝǀŝĚĞĚŚŝŐŚǁĂǇƐ ĂŶĚ ĨŽƌ ǀĞŚŝĐůĞƐ ƚŽǁŝŶŐ ƚƌĂŝůĞƌƐ ʹ ƉƌŽǀŝĚĞĚ ƚŚĞ ƐƚƌĞĞƚ ŝƐ ŶŽƚ ǁŝƚŚŝŶ Ă ďƵƐŝŶĞƐƐ Žƌ ƌĞƐŝĚĞŶƚŝĂů ĚŝƐƚƌŝĐƚ͘ ŽŶƐĞƋƵĞŶƚůǇ͕ƐƉĞĞĚůŝŵŝƚƐŝŐŶƐĐŽǀĞƌŝŶŐƚŚĞƐĞƉƌŝŵĂĨĂĐŝĞĐŽŶĚŝƚŝŽŶƐŶĞĞĚŶŽƚďĞƉŽƐƚĞĚŽŶĐŝƚǇƐƚƌĞĞƚƐ͘ ůƚŚŽƵŐŚŶŽƚƌĞƋƵŝƌĞĚďǇůĂǁ͕ƐƉĞĞĚůŝŵŝƚƐŝŐŶƐĨŽƌƚŚĞƐĞůŝŵŝƚ ƐĐĂŶďĞƉŽƐƚĞĚďǇĂũƵƌŝƐĚŝĐƚŝŽŶǁŚĞŶĂŶ ĞŶŐŝŶĞĞƌĚĞƚĞƌŵŝŶĞƐĚŽŝŶŐƐŽǁŽƵůĚĞŶŚĂŶĐĞƉƵďůŝĐĂǁĂƌĞŶĞƐƐĂŶĚĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚĞďĂƐŝĐƐƉĞĞĚůĂǁ͘
dǇƉŝĐĂůůǇ͕ƐƵĐŚƉŽƐƚŝŶŐƐŽĐĐƵƌƵƉŽŶƐƚƌĞĞƚƐƚŚĂƚŚĂǀĞƚŚĞĨŽůůŽǁŝŶŐ͗
Ͳ^ŝŐŶŝĨŝĐĂŶƚĚĂŝůǇǀĞŚŝĐƵůĂƌƚƌĂĨĨŝĐǀŽůƵŵĞƐ ͲƵƚͲƚŚƌŽƵŐŚƚ ƌĂĨĨŝĐƉƌŽďůĞŵƐ Ͳ^ŝŐŶŝĨŝĐĂŶƚŐƌĂĚĞƐ ͲŽŶƚŝŶƵĞĚǀŝŽůĂƚŝŽŶŽĨϮϱŵƉŚƐƉĞĞĚǌŽ ŶĞƐ Ͳ^ĂĨĞƐƚŽƉƉŝŶŐƐŝŐŚƚĚŝƐƚĂŶĐĞ Ͳ ŽŵŵĞƌĐŝĂůĚƌŝǀĞǁĂǇĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐ;ůĂŶĚƵƐĞͿ ͲKƚŚĞƌƵŶƵƐƵĂůĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐ

Table 2: 2025 City of Santa Clarita Segment Spot Speed Survey 10-Mile % in 50th 85th Posted Recommended
Street No. Location Direction Date Pace 10-Mile % Tile % Tile Speed Limit Speed Limit Comments (mph) Pace (mph) (mph) (mph) (mph)
16th Street 1 Newhall Avenue to Orchard Village Road E/W 4/2/2025 33-42 70 37 41 35 35 No change, CVC 22358.6(b), BL, SCH, HPA Alta Madera Drive 2 Avenida Navarre to Avenida Velarte E/W 4/16/2025 27-36 70 32 36 35 35 No change, CVC 22358.6(a) Alta Vista Avenue 3 Constellation Road to Copper Hill Drive E/W 4/1/2025 37-46 100 40 42 45 40 Decrease, CVC 22358.6(a), HC Anza Drive 4 Avenue Mentry to Avenue Tibbitts E/W 4/22/2025 33-42 100 37 39 35 35 No change, CVC 22358.6(c) Arroyo Park Drive 5 Summit Place to McBean Parkwa y E/W 3/27/2025 39-38 62 32 38 35 35 No change, CVC 22358.6(c) 6 McBean Parkway to Cortina Drive E/W 4/30/2025 22-31 87 27 30 35 30 Decrease, CVC 22358.6(a), SC Ashboro Drive 7 Whites Canyon Road to Ermine Stree t N/S 5/7/2025 25-34 80 29 33 30 30 No change, CVC 22358.6(c) Avenida Navarre/Avenida Velarte 8 McBean Parkway to Alta Madera Drive E/W 4/16/2025 27-36 68 32 38 35 35 No change, CVC 22358.6(c) Avenida Rancho Tesoro/Casa Luna Place 9 Copper Hill Drive to Tesoro Del Valle Road N/S 3/25/2025 38-47 100 43 45 45 40 Decrease, CVC 22358.6(b), PRK, BL, HC 10 Tesoro del Valle Road (E) to Tesoro Del Valle Road (W) N/S 4/29/2025 33-42 74 37 40 NP 35 Establish, CVC 22358.6(b), BL, RES Avenida Rotella 11 Lyons Avenue to Avenida Rondell N/S 4/16/2025 19-28 89 23 27 30 25 Decrease, CVC 22358.6(a), PRK Avenue Crocker 12 Avenue Hall to Rye Canyon Road N/S 3/25/2025 33-42 83 37 41 40 40 No change, CVC 22358.6(a) Avenue Hall 13 Avenue Stanford to Avenue Crocker N/S 3/25/2025 29-38 75 33 38 40 35 Decrease, CVC 22358.6(c), OP, TT Avenue Hopkins 14 Avenue Rockefeller to Avenue Stanford N/S 4/1/2025 28-37 61 33 39 40 40 No change, CVC 22358.6(a) Avenue Kearny 15 Avenue Scott to Avenue Mentry E/W 3/24/2025 29-38 100 34 37 35 35 No change, CVC 22358.6(a) Avenue Mentry 16 Avenue Rockefeller to Avenue Kearny N/S 4/29/2025 24-33 82 28 32 35 30 Decrease, CVC 22358.6(a), OP Avenue Rockefeller 17 Avenue Mentry to Avenue Hopkins N/S 4/22/2025 36-45 100 40 42 40 40 No change, CVC 22358.6(a) Avenue Scott 18 Rye Canyon Road to Avenue Tibbitts N/S 3/24/2025 40-49 100 44 47 45 45 No change, CVC 22358.6(a) 19 Avenue Tibbitts to McBean Parkway N/S 4/1/2025 42-51 71 45 50 45 45 No change, CVC 22358.6(b), BL, COS Avenue Stanford 20 Vanderbilt Way to Rye Canyon Road N/S 4/1/2025 35-44 100 38 41 45 40 Decrease, CVC 22358.6(a), BL, OP 21 Rye Canyon Road to Avenue Scot t N/S 4/1/2025 38-47 69 42 47 45 40 Decrease, CVC 22358.6(b), BL, OP, COS 22 Avenue Scott to End of Street N/S 3/24/2025 30-39 100 35 37 35 35 No change, CVC 22358.6(a) Avenue Tibbitts 23 Newhall Ranch Road to Avenue Scot t N/S 4/1/2025 36-45 47 37 44 45 40 Decrease, CVC 22358.6(c), BL 24 Avenue Scott to Anza Drive N/S 4/28/2025 27-36 84 31 35 35 35 No change, CVC 22358.6(a) Bridgeport Lane 25 McBean Parkway to Parkwood Lane E/W 3/27/2025 22-31 71 26 31 30 30 No change, CVC 22358.6(a) Bouquet Canyon Road 26 Magic Mountain Parkway to Soledad Canyon Road N/S 4/15/2025 39-48 67 43 48 45 45 No change, CVC 22358.6(c) 27 Soledad Canyon Road to Seco Canyon Road N/S 3/27/2025 42-51 100 46 49 45 45 No change, CVC 22358.6(c) 28 Seco Canyon Road to Alamogordo Road N/S 3/27/2025 47-56 100 50 53 50 50 No change, CVC 22358.6(c) 29 Alamogordo Road to Urbandale Avenue N/S 4/3/2025 38-47 59 43 49 50 50 No change, CVC 22358.6(a) 30 Urbandale Avenue to Steve Jon Stree t N/S 4/3/2025 41-50 74 45 49 50 50 No change, CVC 22358.6(a) 31 Steve Jon Street to Shadow Valley Lane N/S 4/3/2025 38-47 63 42 48 45 45 No change, CVC 22358.6(c) Calgrove Boulevard 32 I-5 to Creekside Drive E/W 4/23/2025 38-47 68 42 46 45 45 No change, CVC 22358.6(a) Calle Arbor 33 Orchard Village Road to Fedala Road E/W 5/6/2025 21-30 100 25 27 30 25 Decrease, CVC 22358.6(a), RES, PRK Camp Plenty Road 34 Soledad Canyon Road to Newhouse Street N/S 4/14/2025 25-34 100 29 31 25 25 No change, CVC 22358.6(b), RD 35 Delight Street to Nadal Street N/S 4/14/2025 24-33 100 27 30 30 30 No change, CVC 22358.6(a) Canyon Park Boulevard 36 Jakes Way to Lost Canyon Road E/W 4/21/2025 39-48 100 43 45 45 45 No change, CVC 22358.6(a) Canyon View Drive 37 Calla Way to Discovery Park Drivewa y E/W 4/14/2025 33-42 100 38 40 35 35 No Change, CVC 22358.6(b), BT Legend: BL - Bike Lane, BT - Bike Trail, COS - Continuity of Speed, DD - Downtonw District, FWY - Freeway Interchange Area, HAR - High Accident Rate, HC - Horizontal Curve, HPA - High Pedestrian Activity, LD - Lane Drop, MD - Multiple Driveways, NC - No CurbNR - Narrow Road, NS - No Sidewalk, OP - On Street Parking, PRK - Park, RBT - Roundabout, RES - Residential Area, RD - Residential District, RR - Railroad Crossing, SC - Shopping Center, SCH - School Area, SD - Sight Distance Limited, SG - Steep Grade, SRC - Senior Center, TS - Train Station, TT - Truck Traffic, XNG - Uncontrolled Pedestrian Crossing

Table 2: 2025 City of Santa Clarita Segment Spot Speed Survey 10-Mile % in 50th 85th Posted Recommended
Street No. Location Direction Date Pace 10-Mile % Tile % Tile Speed Limit Speed Limit Comments (mph) Pace (mph) (mph) (mph) (mph)
Carrizo Drive 38 Arroyo Park Drive to Estaban Drive E/W 3/27/2025 25-34 79 30 34 30 30 No change, CVC 22358.6(c) Centre Pointe Parkway 39 Golden Triangle Road to Ferry Court E/W 3/26/2025 34-43 72 41 46 40 40 No change, CVC 22358.6(b), BL, COS 40 Ferry Court to Golden Valley Road E/W 3/26/2025 35-44 67 39 44 40 40 No change, CVC 22358.6(c), BL, COS 41 Golden Valley Road to Ruether Avenue E/W 3/26/2025 27-36 72 31 35 35 35 No change, CVC 22358.6(a) Charmaine Way 42 Shangri-La Drive to Nathan Hill Road N/S 3/25/2025 25-34 79 28 33 30 30 No change, CVC 22358.6(c) Cinema Drive 43 Valencia Boulevard to Bouquet Canyon Road E/W 4/29/2025 20-29 76 24 27 35 30 Decrease, CVC 22358.6(a), BL, SC Citrus Street 44 Valencia Boulevard to Magic Mountain Parkwa y N/S 3/27/2025 23-31 68 29 33 35 30 Decrease, CVC 22358.6(c), HAR, SC Constellation Road 45 Kelly Johnson Parkway to Hercules Stree t N/S 4/1/2025 42-51 100 45 47 45 45 No change, CVC 22358.6(a) Copper Hill Drive 46 Newhall Ranch Road to Decoro Drive E/W 4/2/2025 43-52 100 45 47 50 50 No change, CVC 22358.6(a) 47 Decoro Drive to McBean Parkway E/W 3/25/2025 46-55 100 50 53 50 50 No change, CVC 22358.6(c) 48 McBean Parkway to Seco Canyon Road E/W 3/25/2025 48-57 100 51 53 50 50 No change, CVC 22358.6(c) 49 Seco Canyon Road to Haskell Canyon Road E/W 3/26/2025 44-53 100 47 49 45 45 No change, CVC 22358.6(c) 50 Haskell Canyon Road to Buckhorn Lane E/W 4/3/2025 39-48 72 44 48 45 45 No change, CVC 22358.6(c) 51 Buckhorn Lane to David Wa y E/W 4/3/2025 39-48 69 42 47 45 45 No change, CVC 22358.6(a) Cortina Drive 52 Arroyo Park Drive to Alta Madera Road N/S 4/30/2025 25-34 79 31 35 35 35 No change, CVC 22358.6(a) Creekside Road 53 McBean Parkway to Auto Center Drive E/W 4/1/2025 27-36 75 31 35 30 30 No change, CVC 22358.6(b), OP, HPA, SC Decoro Drive 54 Seco Canyon Road to Vista Delgado Drive E/W 4/2/2025 22-31 100 25 27 30 30 No change, CVC 22358.6(a), SCH, OP, RES 55 Vista Delgado Drive to McBean Parkwa y E/W 4/2/2025 39-48 92 44 47 45 45 No change, CVC 22358.6(a) 56 McBean Parkway to Copper Hill Drive E/W 3/26/2025 31-40 46 37 46 45 45 No change, CVC 22358.6(a) Del Monte Drive 57 Summit Place to McBean Parkwa y N/S 3/27/2025 30-39 76 34 38 35 35 No change, CVC 22358.6(c) 58 McBean Parkway to Estaban Drive E/W 3/27/2025 31-40 63 35 40 35 35 No change, CVC 22358.6(b), OP, RES Deputy Jake Drive 59 Valle Del Oro to Matthew Place E/W 10/16/2025 22-32 87 27 31 NP 25 Establish, CVC 22358.6(b), SCH, RES, OP Dickason Drive 60 Newhall Ranch Road to Decoro Drive N/S 3/26/2025 27-36 76 30 37 40 35 Decrease, CVC 22358.6(a), SCH, SC Dockweiler Drive 61 Ivy Lane to Leonard Tree Lane E/W 3/24/2025 33-42 72 37 42 35 35 No change, CVC 22358.6(b), OP, RES 62 Sierra Highway to Ivy Lane E/W 3/24/2025 35-44 73 39 43 45 40 Decrease, CVC 22358.6(c), BL, LD El Paseo Drive 63 Estaban Drive to Del Monte Drive E/W 3/7/2025 24-33 76 30 35 35 35 No change, CVC 22358.6(a) Fairview Drive 64 McBean Parkway to Hillsborough Parkwa y E/W 3/27/2025 30-39 65 35 39 35 35 No change, CVC 22358.6(c) Fahren Court 65 Jakes Way to Sandy Driv e N/S 5/1/2025 18-27 84 22 27 25 25 No change, CVC 22358.6(a) Five Knolls Drive 66 Golden Valley Road to Celadon Cour t E/W 3/27/2025 22-31 100 27 29 30 25 Decrease, CVC 22358.6(c), RES Flynn Drive 67 Jason Drive to Canyon Park Boulevard E/W 5/1/2025 18-27 80 23 28 25 25 No change, CVC 22358.6(c), HAR Furnivall Avenue 68 Soledad Canyon Road to Santa Clara Street E/W 3/27/2025 18-27 66 23 27 25 25 No change, CVC 22358.6(a), HAR Goldcrest Drive 69 Valencia Boulevard to Del Monte Drive N/S 4/30/2025 30-39 67 34 39 35 35 No change, CVC 22358.6(c) Golden Triangle Road 70 Centre Pointe Parkway to Golden Oak Road E/W 3/26/2025 24-33 81 29 33 30 30 No change, CVC 22358.6(c) 71 Golden Oak Road to Ruether Avenue E/W 3/27/2025 39-48 100 44 46 45 45 No change, CVC 22358.6(a) 72 Ruether Avenue to Rainbow Glen Drive E/W 3/27/2025 33-42 68 39 44 45 45 No change, CVC 22358.6(a) Legend: BL - Bike Lane, BT - Bike Trail, COS - Continuity of Speed, DD - Downtonw District, FWY - Freeway Interchange Area, HAR - High Accident Rate, HC - Horizontal Curve, HPA - High Pedestrian Activity, LD - Lane Drop, MD - Multiple Driveways, NC - No CurbNR - Narrow Road, NS - No Sidewalk, OP - On Street Parking, PRK - Park, RBT - Roundabout, RES - Residential Area, RD - Residential District, RR - Railroad Crossing, SC - Shopping Center, SCH - School Area, SD - Sight Distance Limited, SG - Steep Grade, SRC - Senior Center, TS - Train Station, TT - Truck Traffic, XNG - Uncontrolled Pedestrian Crossing

Table 2: 2025 City of Santa Clarita Segment Spot Speed Survey 10-Mile % in 50th 85th Posted Recommended
Street No. Location Direction Date Pace 10-Mile % Tile % Tile Speed Limit Speed Limit Comments (mph) Pace (mph) (mph) (mph) (mph)
Golden Valley Road 73 Via Princessa to SR-14 E/W 3/26/2025 32-41 59 37 44 45 45 No change, CVC 22358.6(a) 74 SR-14 to Sierra Highway E/W 3/25/2025 38-47 67 42 47 50 45 Decrease, CVC 22358.6(a), COS 75 Sierra Highway to Centre Pointe Parkway E/W 3/25/2025 46-55 75 50 54 50 50 No change, CVC 22358.6(c) 76 Centre Pointe Parkway to Newhall Ranch Road E/W 3/26/2025 45-54 61 48 54 50 50 No change, CVC 22358.6(c) 77 Newhall Ranch Rd to Claremore Way E/W 4/24/2025 45-54 67 49 54 50 50 No change, CVC 22358.6(c) 78 Claremore Way to Plum Canyon Road E/W 4/24/2025 45-54 70 47 53 50 50 Establish, CVC 22358.6(c), COS Golf Course Road 79 Tournament Road to Lochmoor Road E/W 3/27/2025 24-33 72 28 32 30 30 No change, CVC 22358.6(a) Grandview Drive 80 Newhall Ranch Road to Deerfield Lane N/S 3/26/2025 29-38 68 34 38 35 35 No change, CVC 22358.6(c) Haskell Canyon Road 81 Bouquet Canyon Road to Grovepark Drive N/S 4/3/2025 36-45 53 39 46 45 45 No change, CVC 22358.6(a) 82 Grovepark Drive to Copper Hill Drive N/S 4/3/2025 41-50 74 44 48 45 45 No change, CVC 22358.6(c) Heller Circle 83 Plum Canyon Road to Whites Canyon Road E/W 4/29/2025 18-27 89 24 26 35 25 Establish, CVC 22358.6(a), OP, RES Hercules Street 84 Kelly Johnson Parkway to Constellation Road E/W 4/1/2025 36-45 100 40 42 40 40 No change, CVC 22358.6(a) Hillsborough Parkway 85 Newhall Ranch Road to Deerfield Lane N/S 3/26/2025 29-38 80 33 38 35 35 No change, CVC 22358.6(c) Honby Avenue 86 Soledad Canyon Road to Santa Clara Street N/S 3/27/2025 23-32 63 27 33 25 25 Establish, CVC 22358.7, RES, HAR Isabella Parkway 87 Golden Triangle Road to Aurora Lane N/S 3/27/2025 20-29 82 24 28 30 25 Decrease, CVC 22358.6(c), HAR Jakes Way 88 Sierra Highway to Lost Canyon Road E/W 4/21/2025 37-46 100 41 42 40 35 Decrease, CVC 22358.6(b), OP, HC, HAR Jason Drive 89 Via Princessa to Canyon Park Boulevard N/S 3/25/2025 29-38 60 33 38 35 35 No change, CVC 22358.6(c) John Russell Drive 90 Cortina Drive to Estaban Drive E/W 3/27/2025 29-38 81 34 38 35 35 No change, CVC 22358.6(c) Kelly Johnson Parkway 91 Copper Hill Drive to Hercules Stree t N/S 4/28/2025 34-43 68 39 44 45 45 No change, CVC 22358.6(a) Lost Canyon Road 92 Sand Canyon Road to La Veda Avenue E/W 3/25/2025 27-36 62 29 35 30 30 No change, CVC 22358.6(b), SCH 93 Jakes Way to Medley Ridge Drive (N) E/W 3/26/2025 30-39 60 34 40 NP 40 Establish, CVC 22358.6(a) 94 Medley Ridge Drive (N) to Via Princessa E/W 3/26/2025 36-45 76 41 45 45 40 Decrease, CVC 22358.6(b), BL, COS 95 Via Princessa to Cedar Valley Way E/W 3/26/2025 34-43 67 40 45 35 35 No change, CVC 22358.8, BL 96 Cedar Valley Way to Golden Valley Road E/W 3/26/2025 35-44 79 38 44 40 40 No change, CVC 22358.6(c) Lyons Avenue 97 I-5 to Wiley Canyon Road E/W 4/16/2025 36-45 73 41 47 40 40 No change, CVC 22358.6(b), COS, FWY 98 Wiley Canyon Road to Avenida Rotell a E/W 4/16/2025 36-45 85 41 44 40 40 No change, CVC 22358.6(c) 99 Avenida Rotella to Newhall Avenue E/W 4/16/2025 32-41 78 36 41 35 35 No change, CVC 22358.6(b), PRK, RES 100 Newhall Avenue to Railroad Avenue E/W 4/23/2025 25-34 66 30 35 35 35 No change, CVC 22358.6(a) Magic Mountain Parkway 101 I-5 to McBean Parkway E/W 4/22/2025 44-53 96 49 52 50 50 No change, CVC 22358.6(a) 102 McBean Parkway to Valencia Boulevard E/W 4/28/2025 38-47 71 42 47 45 45 No change, CVC 22358.6(a) 103 Valencia Boulevard to Bouquet Canyon Road E/W 4/1/2025 39-48 59 40 47 45 45 No change, CVC 22358.6(a) Main Street 104 Lyons Avenue to Newhall Avenue E/W 4/22/2025 16-25 95 20 23 25 25 No change, CVC 22358.6(a) Market Street 105 Newhall Avenue to Cross Stree t N/S 4/22/2025 31-40 72 34 39 30 30 No change, CVC 22358.7, OP, HPA, DD, PRK McBean Parkway 106 I-5 to Orchard Village Road E/W 3/27/2025 36-45 57 40 46 45 45 No change, CVC 22358.6(a) 107 Orchard Village Road to Valencia Boulevard N/S 3/27/2025 41-50 64 44 49 45 45 No change, CVC 22358.6(c) 108 Valencia Boulevard to Magic Mountain Parkwa y N/S 3/27/2025 39-48 67 42 48 45 45 No change, CVC 22358.6(c) 109 Magic Mountain Parkway to Newhall Ranch Road N/S 4/1/2025 37-46 64 42 49 50 50 No change, CVC 22358.6(a) 110 Newhall Ranch Road to Copper Hill Drive N/S 3/25/2025 43-52 82 48 52 50 50 No change, CVC 22358.6(a) Legend: BL - Bike Lane, BT - Bike Trail, COS - Continuity of Speed, DD - Downtonw District, FWY - Freeway Interchange Area, HAR - High Accident Rate, HC - Horizontal Curve, HPA - High Pedestrian Activity, LD - Lane Drop, MD - Multiple Driveways, NC - No CurbNR - Narrow Road, NS - No Sidewalk, OP - On Street Parking, PRK - Park, RBT - Roundabout, RES - Residential Area, RD - Residential District, RR - Railroad Crossing, SC - Shopping Center, SCH - School Area, SD - Sight Distance Limited, SG - Steep Grade, SRC - Senior Center, TS - Train Station, TT - Truck Traffic, XNG - Uncontrolled Pedestrian Crossing

Table 2: 2025 City of Santa Clarita Segment Spot Speed Survey 10-Mile % in 50th 85th Posted Recommended
Street No. Location Direction Date Pace 10-Mile % Tile % Tile Speed Limit Speed Limit Comments (mph) Pace (mph) (mph) (mph) (mph)
Nadal Street 111 Camp Plenty Road to Whites Canyon Road E/W 5/7/2025 30-39 61 35 39 35 35 No change, CVC 22358.6(c) Nathan Hill Road 112 Shangri La Drive (N) to Shangri La Drive (S) E/W 5/1/2025 29-38 75 33 37 35 35 No change, CVC 22358.6(a) Needham Ranch Parkway 113 Sierra Highway to Newhall Avenue E/W 4/17/2025 26-35 39 34 44 40 40 No change, CVC 22358.6(c), TT Newhall Avenue 114 16th Street to Lyons Avenue E/W 4/2/2025 23-32 75 28 32 25 25 No change, CVC 22358.6(b), SCH, PRK, OP, HPA 115 Lyons Avenue to Main Stree t E/W 4/28/2025 25-34 91 29 32 35 30 Decrease, CVC 22358.6(a), SCH, SRC, XNG 116 Main Street to Railroad Avenue E/W 4/22/2025 27-36 77 31 35 30 30 No change, CVC 22358.6(b), RBT, COS, SRC 117 Railroad Avenue to SR-14 E/W 4/17/2025 36-45 64 40 45 40 40 No change, CVC 22358.6(b), MD, RR Newhall Ranch Road 118 Golden Valley Road to Bouquet Canyon Road E/W 3/17/2025 47-56 100 51 53 50 50 No change, CVC 22358.6(c) 119 Bouquet Canyon Road to McBean Parkwa y E/W 3/26/2025 44-53 80 49 52 50 50 No change, CVC 22358.6(a) 120 McBean Parkway to Copper Hill Drive E/W 4/2/2025 45-54 100 49 51 50 50 No change, CVC 22358.6(a) 121 Copper Hill Drive to Vanderbilt Wa y E/W 4/1/2025 51-60 100 54 56 55 55 No change, CVC 22358.6(a) Northpark Drive 122 McBean Parkway to Copper Hill Drive N/S 3/26/2025 26-35 100 30 32 30 30 No change, CVC 22358.6(a) Oak Avenue 123 Soledad Canyon Road to Santa Clara Street N/S 3/27/2025 21-30 100 25 27 25 25 No change, CVC 22358.6(a) Oak Ridge Drive 124 Via Princessa to Railroad Avenu e N/S 4/15/2025 27-36 84 32 36 35 35 No change, CVC 22358.6(a) Orchard Village Road 125 McBean Parkway to Wiley Canyon Road N/S 4/1/2025 38-47 68 42 47 45 45 No change, CVC 22358.6(a) 126 Wiley Canyon Road to Lyons Avenu e N/S 4/2/2025 39-48 60 41 47 45 45 No change, CVC 22358.6(a) Placerita Canyon Road 127 12th Street to Aden Avenue E/W 4/2/2025 34-43 65 36 42 35 35 No change, CVC 22358.6(b), NS, NR 128 Sierra Highway to 2200' w/o Sierra Highway (End of City Maintained Road) E/W 3/24/2025 35-44 63 41 47 45 45 No change, CVC 22358.6(a) 129 Sand Canyon Rd to 200' e/o Walker Ranch Trailhead Turnout E/W 3/26/2025 39-48 58 43 50 50 50 No change, CVC 22358.6(a) Plum Canyon Road 130 Bouquet Canyon Road to Golden Valley Road N/S 4/3/2025 39-48 69 44 49 45 45 No change, CVC 22358.6(c) 131 Golden Valley Road to Skyline Ranch Road N/S 4/30/2025 39-48 80 44 47 45 45 No change, CVC 22358.6(a) Railroad Avenue 132 Newhall Avenue to 15th Stree t N/S 4/17/2025 33-42 68 36 41 35 35 No change, CVC 22358.6(b), TS, HC, OP 133 15th Street to Oak Ridge Drive N/S 4/23/2025 45-54 72 49 53 50 50 No change, CVC 22358.6(c) 134 Oak Ridge Drive to Magic Mountain Parkwa y N/S 4/15/2025 45-54 73 49 54 50 50 No change, CVC 22358.6(c) Rainbow Glen Drive 135 Soledad Canyon Road to Via Princess a N/S 5/7/2025 30-39 83 34 38 35 35 No change, CVC 22358.6(c) 136 Via Princessa to Jacana Cour t N/S 4/21/2025 27-36 65 30 35 35 35 No change, CVC 22358.6(a) Rancho Tesoro 137 Avenida Rancho Tesoro to Tesoro del Valle Road N/S 3/25/2025 39-48 99 44 46 40 40 No change, CVC 22358.6(b), RES, PRK Rio Norte Drive 138 Copper Hill Drive to Village Circle Drive N/S 3/24/2025 23-32 100 26 29 30 25 Decrease, CVC 22358.6(c), PRK, OP Robert C. Lee Parkway 139 Golden Valley Road to Vicenza Lane (N) N/S 3/25/2025 27-36 81 32 36 35 35 No change, CVC 22358.6(a) Rockwell Canyon Road 140 Valencia Boulevard to McBean Parkwa y N/S 3/27/2025 38-47 64 42 47 45 45 No change, CVC 22358.6(a) Ruether Avenue 141 Centre Pointe Parkway to Soledad Canyon Road N/S 3/26/2025 33-42 81 38 42 40 40 No change, CVC 22358.6(a) 142 Soledad Canyon Road to Santa Clara Street N/S 3/26/2025 20-29 74 24 29 30 30 No change, CVC 22358.6(a) Rye Canyon Road 143 The Old Road to Newhall Ranch Road E/W 4/1/2025 38-47 69 43 48 45 45 No change, CVC 22358.6(c) Sand Canyon Road 144 0.55 mile s/o Placerita Canyon Rd to Lost Canyon Rd N/S 3/26/2025 39-48 67 43 48 45 45 No change, CVC 22358.6(c) 145 Lost Canyon Road to Soledad Canyon Road N/S 3/25/2025 33-42 73 37 42 45 40 Decrease, CVC 22358.6(a), BL 146 Soledad Canyon Road to 490' n/o Thompson Ranch Drive N/S 5/1/2025 29-38 67 34 39 45 40 Decrease, CVC 22358.6(a), COS Legend: BL - Bike Lane, BT - Bike Trail, COS - Continuity of Speed, DD - Downtonw District, FWY - Freeway Interchange Area, HAR - High Accident Rate, HC - Horizontal Curve, HPA - High Pedestrian Activity, LD - Lane Drop, MD - Multiple Driveways, NC - No CurbNR - Narrow Road, NS - No Sidewalk, OP - On Street Parking, PRK - Park, RBT - Roundabout, RES - Residential Area, RD - Residential District, RR - Railroad Crossing, SC - Shopping Center, SCH - School Area, SD - Sight Distance Limited, SG - Steep Grade, SRC - Senior Center, TS - Train Station, TT - Truck Traffic, XNG - Uncontrolled Pedestrian Crossing

Table 2: 2025 City of Santa Clarita Segment Spot Speed Survey 10-Mile % in 50th 85th Posted Recommended
Street No. Location Direction Date Pace 10-Mile % Tile % Tile Speed Limit Speed Limit Comments (mph) Pace (mph) (mph) (mph) (mph)
Sandy Drive 147 Sierra Highway to Jakes Wa y E/W 4/21/2025 27-36 53 30 37 35 30 Decrease, CVC 22358.6(b), OP, RES, NR, HAR Santa Clara Street 148 Honby Avenue to Oak Avenue E/W 3/26/2025 17-26 74 23 27 25 25 No change, CVC 22358.6(a) Santa Clarita Parkway 149 Newhall Ranch Road to Riverrock Wa y N/S 4/24/2025 27-36 77 31 35 35 35 No change, CVC 22358.6(a) Seco Canyon Road 150 Bouquet Canyon Road to Decoro Drive N/S 4/29/2025 36-45 61 41 48 45 45 No change, CVC 22358.6(c) 151 Decoro Drive to Copper Hill Drive N/S 3/26/2025 44-53 100 47 49 45 45 No change, CVC 22358.6(c) 152 Copper Hill Drive to Tamarack Lane N/S 3/26/2025 32-41 100 35 37 35 35 No change, CVC 22358.6(a) Shadow Pines Boulevard 153 Soledad Canyon Road to Grandifloras Road N/S 5/1/2025 40-49 76 44 48 40 40 No change, CVC 22358.8, NS, NC, HC Shangri-La Drive 154 Soledad Canyon Rd to Nathan Hill Road (E) N/S 5/7/2025 23-32 85 26 30 35 30 Decrease, CVC 22358.6(a), OP, HC, SG, HAR 155 Nathan Hill Road to Bakerton Drive E/W 3/25/2025 27-36 68 33 38 35 35 No change, CVC 22358.6(c) Skyline Ranch Road 156 Plum Canyon Road to Stratus Street (N) N/S 4/30/2025 42-51 84 45 50 45 45 No change, CVC 22358.6(b), BL, HC, COS 157 Stratus Street (N) to Sierra Highway E/W 5/7/2025 41-50 100 44 46 45 45 No change, CVC 22358.6(a), BL, HC, COS Sierra Highway 158 South City Limit to Newhall Avenu e N/S 4/17/2025 43-52 50 46 54 55 55 No change, CVC 22358.6(a) 159 Newhall Avenue to Placerita Canyon Road N/S 3/24/2025 42-51 57 45 52 50 50 No change, CVC 22358.6(a) 160 Placerita Canyon Road to Friendly Valley Parkwa y N/S 3/24/2025 47-56 72 51 56 50 50 No change, CVC 22358.6(b), COS, OP 161 Friendly Valley Parkway to Via Princess a N/S 3/25/2025 38-47 60 41 47 45 45 No change, CVC 22358.6(a) 162 Via Princessa to Soledad Canyon Road N/S 4/21/2025 42-51 100 46 48 45 45 No change, CVC 22358.6(c) 163 Soledad Canyon Road to Skyline Ranch Road N/S 3/25/2025 37-46 71 41 46 45 45 No change, CVC 22358.6(a) 164 Skyline Ranch Road to Campus Exi t N/S 3/25/2025 41-50 73 47 53 50 50 No change, CVC 22358.6(c) Singing Hills Drive 165 Arroyo Park Drive to McBean Parkway N/S 4/1/2025 21-30 74 25 30 35 30 Decrease, CVC 22358.6(a), RES, HAR Singing Hills Dr/Altamonte Ave 166 McBean Parkway to Lochmoor Road N/S 3/27/2025 21-30 64 25 30 30 30 No change, CVC 22358.6(a) Smyth Drive 167 Dickason Drive to Copper Hill Drive E/W 3/24/2025 43-52 100 46 49 45 45 No change, CVC 22358.6(c) Soledad Street 168 Honby Avenue to Oak Avenue E/W 3/27/2025 21-30 68 21 30 30 30 No change, CVC 22358.6(a) Soledad Canyon Road 169 Bouquet Canyon Road to Commuter Way E/W 4/15/2025 45-54 80 50 54 50 50 No change, CVC 22358.6(c) 170 Commuter Way to Ruether Avenue E/W 3/26/2025 45-54 82 49 53 50 50 No change, CVC 22358.6(c) 171 Ruether Avenue to Camp Plenty Road E/W 3/26/2025 44-53 99 49 52 50 50 No change, CVC 22358.6(a) 172 Camp Plenty Road to Sierra Highway E/W 3/25/2025 32-41 62 36 42 40 40 No change, CVC 22358.6(a) 173 Sierra Highway to Galeton Road E/W 4/21/2025 37-46 62 41 47 45 45 No change, CVC 22358.6(a) 174 Galeton Road to Anne Freda Street E/W 4/21/2025 47-56 100 51 54 50 50 No change, CVC 22358.6(c) 175 Anne Freda Street to SR-14 On/Off Ramp E/W 3/25/2025 41-50 59 44 51 50 50 No change, CVC 22358.6(a) 176 SR-14 Sand Canyon Road On/Off Ramp to SR-14 E/W 3/25/2025 40-49 62 45 50 50 50 No change, CVC 22358.6(a) Stratus Street 177 Skyline Ranch Road (N) to Skyline Ranch Road (S) E/W 4/29/2025 33-42 69 39 44 35 35 No change, CVC 22358.7, BL, RES, HC, RBT, PRK Summit Place 178 Del Monte Drive to Rockwell Canyon Road E/W 3/27/2025 26-35 77 30 34 35 35 No change, CVC 22358.6(a) Sunset Hills Drive 179 Northpark Drive to McBean Parkway E/W 3/26/2025 21-30 100 25 27 25 25 No change, CVC 22358.6(a) Technology Drive 180 Avenue Stanford to Avenue Hall N/S 3/25/2025 26-35 82 30 32 25 25 No change, CVC 22358.6(b), OP, TT, HC Tesoro del Valle Road 181 Copper Hill Drive to Via La Casa N/S 3/25/2025 42-51 100 45 47 40 40 No change, CVC 22358.6(b), RES, HC, COS 182 Via La Casa to Avenida Rancho Tesoro N/S 3/25/2025 35-44 100 40 42 40 40 No change, CVC 22358.6(a) Tournament Road 183 McBean Parkway to Golf Course Road N/S 3/27/2025 28-37 79 33 37 40 35 Decrease, CVC 22358.6(a), BL, COS 184 Golf Course Road to Wiley Canyon Road N/S 4/16/2025 33-42 79 37 41 35 35 No change, CCV 22358.6(b), BL, COS Legend: BL - Bike Lane, BT - Bike Trail, COS - Continuity of Speed, DD - Downtonw District, FWY - Freeway Interchange Area, HAR - High Accident Rate, HC - Horizontal Curve, HPA - High Pedestrian Activity, LD - Lane Drop, MD - Multiple Driveways, NC - No CurbNR - Narrow Road, NS - No Sidewalk, OP - On Street Parking, PRK - Park, RBT - Roundabout, RES - Residential Area, RD - Residential District, RR - Railroad Crossing, SC - Shopping Center, SCH - School Area, SD - Sight Distance Limited, SG - Steep Grade, SRC - Senior Center, TS - Train Station, TT - Truck Traffic, XNG - Uncontrolled Pedestrian Crossing

Table 2: 2025 City of Santa Clarita Segment Spot Speed Survey 10-Mile % in 50th 85th Posted Recommended
Street No. Location Direction Date Pace 10-Mile % Tile % Tile Speed Limit Speed Limit Comments (mph) Pace (mph) (mph) (mph) (mph)
Tourney Road 185 Valencia Boulevard to Magic Mountain Parkwa y N/S 4/22/2025 38-47 100 41 42 40 40 No change, CVC 22358.6(a) Trevino Drive 186 Tournament Road to Vista Fairways Drive N/S 4/16/2025 24-33 81 28 32 25 25 Establish, CVC 22358.6(b), OP, RES, HPA Valencia Boulevard 187 I-5 to McBean Parkway E/W 4/22/2025 45-54 100 49 52 50 50 No change, CVC 22358.6(a) 188 McBean Parkway to Magic Mountain Parkwa y E/W 3/27/2025 39-48 61 41 47 45 45 No change, CVC 22358.6(a) 189 Magic Mountain Parkway to Bouquet Canyon Road E/W 4/29/2025 40-49 59 42 47 45 45 No change, CVC 22358.6(a) Valle Del Oro 190 Newhall Avenue to Dockweiler Drive N/S 3/24/2025 25-34 71 30 35 30 30 No change, CVC 22358.6(b), OP, NR, MD Valley Street 191 Lyons Avenue to Oakrun Lane N/S 4/2/2025 30-39 67 35 40 35 35 No change, CVC 22358.6(b), SRC, OP Valley Center Drive 192 Soledad Canyon Road to Golden Valley Road N/S 3/26/2025 29-38 83 33 37 40 35 Decrease, CVC 22358.6(a), HC Vanderbilt Way 193 Avenue Stanford to Newhall Ranch Road N/S 4/1/2025 37-46 100 40 41 40 40 No change, CVC 22358.6(a) Via Princessa 194 Via Pacifica to Oak Ridge Driv e E/W 4/16/2025 37-46 73 40 45 45 45 No change, CVC 22358.6(a) 195 Oak Ridge Drive to Claibourne Lane E/W 4/16/2025 33-42 70 37 42 40 40 No change, CVC 22358.6(a) 196 Sheldon Avenue to Rainbow Glen Drive E/W 5/6/2025 34-43 86 39 42 40 40 No change, CVC 22358.6(a) 197 Rainbow Glen Drive to Whites Canyon Road E/W 4/21/2025 33-42 61 36 41 45 40 Decrease, CVC 22358.6(a), COS 198 Whites Canyon Road to Sierra Highwa y E/W 4/21/2025 47-56 100 51 53 50 50 No change, CVC 22358.6(c) 199 Sierra Highway to Lost Canyon Road E/W 3/25/2025 32-41 60 34 41 45 40 Decrease, CVC 22358.6(a), COS, SC, HC 200 Lost Canyon Road to Marsha McLean Parkwa y E/W 3/26/2025 33-42 72 37 41 40 40 No change, CVC 22358.6(a) Wayman Street 201 Lola Lane to Lyons Avenue N/S 4/1/2025 18-27 75 23 28 25 25 No change, CVC 22358.6(c) West Rye Canyon Road 202 Kelly Johnson Parkway to Newhall Ranch Road N/S 3/24/2025 30-39 100 35 38 30 30 No change, CVC 22358.7, BL Whites Canyon Road 203 Via Princessa to Soledad Canyon Road N/S 4/14/2025 45-54 100 49 52 50 50 No change, CVC 22358.6(a) 204 Soledad Canyon Road to Nadal Street N/S 10/16/2025 40-49 88 44 48 45 45 No change, CVC 22358.6(c) 205 Nadal Street to Skyline Ranch Road N/S 4/14/2025 44-53 68 47 50 45 45 No change, CVC 22358.6(b), BL, COS Wiley Canyon Road 206 Via Pacifica to Orchard Village Road N/S 4/1/2025 38-47 68 41 47 45 45 No change, CVC 22358.6(a) 207 Orchard Village Road to Lyons Avenu e N/S 4/1/2025 41-50 60 44 50 45 45 No change, CVC 22358.6(b), BL, COS, HC 208 Lyons Avenue to Calgrove Boulevard N/S 4/16/2025 34-43 77 40 43 35 35 No change, CVC 22358.7, SCH, HC, SD, NC, NS Legend: BL - Bike Lane, BT - Bike Trail, COS - Continuity of Speed, DD - Downtonw District, FWY - Freeway Interchange Area, HAR - High Accident Rate, HC - Horizontal Curve, HPA - High Pedestrian Activity, LD - Lane Drop, MD - Multiple Driveways, NC - No CurbNR - Narrow Road, NS - No Sidewalk, OP - On Street Parking, PRK - Park, RBT - Roundabout, RES - Residential Area, RD - Residential District, RR - Railroad Crossing, SC - Shopping Center, SCH - School Area, SD - Sight Distance Limited, SG - Steep Grade, SRC - Senior Center, TS - Train Station, TT - Truck Traffic, XNG - Uncontrolled Pedestrian Crossing

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SECTION5.0–SUMMARYANDCONCLUSIONS

ŶĞŶŐŝŶĞĞƌŝŶŐƐƉĞĞĚƐƚƵĚǇǁĂƐĐŽŶĚƵĐƚĞĚƉĞƌs^ĞĐƚŝŽŶϲϮϳĂŶĚŝŶĐůƵĚĞƐĚŽĐƵŵĞŶƚĂƚŝŽŶŽĨĞǆŝƐƚŝŶŐ ƌŽĂĚǁĂǇ ĐŽŶĚŝƚŝŽŶƐ͕ ƌĂĚĂƌ ƐƉŽƚ ƐƉĞĞĚ ƐƵƌǀĞǇƐ͕ ĂŶĚ ŵŝĚďůŽĐŬ ĐŽůůŝƐŝŽŶ ĂŶĂůǇƐŝƐ͘ ƚŽƚĂů ŽĨ ϮϬϴ ƌŽĂĚǁĂǇ ƐĞŐŵĞŶƚƐĂƚǀĂƌŝŽƵƐůŽĐĂƚŝŽŶƐƚŚƌŽƵŐŚŽƵƚƚŚĞŝƚǇŽĨ^ĂŶƚĂůĂƌŝƚĂǁĞƌĞƐƵƌǀĞǇĞĚ͘dŚĞĐŽůůŝƐŝŽŶƌĂƚĞĨŽƌƚŚĞƐĞ ƐĞŐŵĞŶƚƐŝƐǁĞůůďĞůŽǁƚŚĞĞǆƉĞĐƚĞĚĐŽůůŝƐŝŽŶƌĂƚĞƐƉƵďůŝƐŚĞĚďǇƚŚĞ^ƚĂƚĞŽĨĂůŝĨŽƌŶŝĂƵŶůĞƐƐŽƚŚĞƌǁŝƐĞ ŶŽƚĞĚ͘ĂƐĞĚŽŶƚŚĞƌĂĚĂƌƐƉĞĞĚƐƵƌǀĞǇ͕ĐŽůůŝƐŝŽŶŚŝƐƚŽƌǇ͕ĂŶĚĨŝĞůĚĐŽŶĚŝƚŝŽŶƐ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞ ĞǆŝƐƚŝŶŐ ƐƉĞĞĚ ůŝŵŝƚƐ ŽŶ ƚŚĞ ǀĂƌŝŽƵƐ ƉƌŽũĞĐƚ ƐĞŐŵĞŶƚƐ ďĞ ƌĞƚĂŝŶĞĚ ĂƐ ĞǆŝƐƚŝŶŐ ǁŝƚŚ ƚŚĞ ĞǆĐĞƉƚŝŽŶ ŽĨ ƚŚĞ ĨŽůůŽǁŝŶŐƐĞŐŵĞŶƚƐůŝƐƚĞĚďĞůŽǁ͘

SpeedLimitEstablished

i ǀĞŶŝĚĂZĂŶĐŚŽdĞƐŽƌŽͬĂƐĂ>ƵŶĂWůĂĐĞďĞƚǁĞĞŶdĞƐŽƌŽĚĞůsĂůůĞZŽĂĚ; ͿĂŶĚdĞƐŽƌŽĚĞůsĂůůĞZŽĂĚ
;tͿ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚĂƐƉĞĞĚůŝŵŝƚŽĨϯϱŵƉŚďĞĞƐƚĂďůŝƐŚĞĚ͘ĂƐĞĚŽŶƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚ ŽĨϰϬŵƉŚ͕sϮϮϯϱϴ͘ϲ;ďͿ͕ƚŚĞƐĞŐŵĞŶƚďĞŝŶŐŝŶĂƌĞƐŝĚĞŶƚŝĂůĂ ƌĞĂ͕ĂŶĚƚŚĞĞǆŝƐƚŝŶŐďŝŬĞůĂŶĞƐ͕ŝƚŝƐ ƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞĞƐƚĂďůŝƐŚĞĚĂƚϯϱŵƉŚ͘
i ĞƉƵƚǇ:ĂŬĞƌŝǀĞďĞƚǁĞĞŶsĂůůĞĚĞůKƌŽĂŶĚDĂƚƚŚĞǁWůĂĐĞ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚĂƐƉĞĞĚůŝŵŝƚŽĨ ϮϱŵƉŚďĞĞƐƚĂďůŝƐŚĞĚ͘ĂƐĞĚŽŶƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϯϭŵƉŚ͕sϮϮϯϱϴ͘ϲ;ďͿ͕ƚŚĞƐĞŐŵĞŶƚ ďĞŝŶŐŝŶĂƌĞƐŝĚĞŶƚŝĂůĂŶĚƐĐŚŽŽůĂƌĞĂ͕ĂŶĚŽŶͲƐƚƌĞĞƚƉĂƌŬŝŶŐ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞ ĞƐƚĂďůŝƐŚĞĚĂƚϮϱŵƉŚ͘

i 'ŽůĚĞŶsĂůůĞǇZŽĂĚďĞƚǁĞĞŶůĂƌĞŵŽƌĞtĂǇĂŶĚWůƵŵĂŶǇŽŶZŽĂĚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚĂƐƉĞĞĚ ůŝŵŝƚŽĨϱϬŵƉŚďĞĞƐƚĂďůŝƐŚĞĚ͘ĂƐĞĚŽŶƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϱϯŵƉŚ͕sϮϮϯϱϴ͘ϲ;ĐͿ͕ĂŶĚĨŽƌ ĐŽŶƚŝŶƵŝƚǇŽĨƐƉĞĞĚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞĞƐƚĂďůŝƐŚĞĚĂƚϱϬŵƉŚ͘
i ,ĞůůĞƌŝƌĐůĞďĞƚǁĞĞŶWůƵŵĂŶǇŽŶZŽĂĚĂŶĚtŚŝƚĞƐĂŶǇŽŶZŽĂĚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚĂƐƉĞĞĚ ůŝŵŝƚ ŽĨ Ϯϱ ŵƉŚ ďĞ ĞƐƚĂďůŝƐŚĞĚ͘ ĂƐĞĚ ŽŶ ƚŚĞ ϴϱƚŚ ƉĞƌĐĞŶƚŝůĞ ƐƉĞĞĚ ŽĨ Ϯϲ ŵƉŚ͕ s ϮϮϯϱϴ͘ϲ;ĂͿ͕ ƚŚĞ ƐĞŐŵĞŶƚďĞŝŶŐŝŶĂƌĞƐŝĚĞŶƚŝĂůĂƌĞĂ͕ĂŶĚŽŶͲƐƚƌĞĞƚƉĂƌŬŝŶŐ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞ ĞƐƚĂďůŝƐŚĞĚĂƚϮϱŵƉŚ͘

i ,ŽŶďǇǀĞŶƵĞďĞƚǁĞĞŶ^ŽůĞĚĂĚĂŶǇŽŶZŽĂĚĂŶĚ^ĂŶƚĂůĂƌĂ^ƚƌĞĞƚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚĂƐƉĞĞĚ ůŝŵŝƚŽĨϮϱŵƉŚďĞĞƐƚĂďůŝƐŚĞĚ͘ĂƐĞĚŽŶƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϯϯŵƉŚ͕sϮϮϯϱϴ͘ϳ͕ƚŚĞƐĞŐŵĞŶƚ ď Ğ ŝ Ŷ Ő ŝ Ŷ Ă ƌ Ğ Ɛ ŝ Ě Ğ Ŷ ƚ ŝ Ă ů Ă ƌ Ğ Ă ͕ Ă Ŷ Ě ƚ Ś Ğ Ś ŝ Ő Ś Ă Đ Đ ŝ Ě Ğ Ŷ ƚ ƌ Ă ƚ Ğ ͕ ŝ ƚ ŝ Ɛ ƌĞĐŽŵŵĞŶĚĞĚ ƚŚĂƚ ƚŚĞ ƐƉĞĞĚ ůŝŵŝƚ ďĞ ĞƐƚĂďůŝƐŚĞĚĂƚϮϱŵƉŚ͘

i >ŽƐƚĂŶǇŽŶZŽĂĚďĞƚǁĞĞŶ:ĂŬĞƐtĂǇĂŶĚDĞĚůĞǇZŝĚŐĞƌŝǀĞ;EͿ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚĂƐƉĞĞĚ ůŝŵŝƚŽĨϰϬŵƉŚďĞĞƐƚĂďůŝƐŚĞĚ͘ĂƐĞĚŽŶƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϰϬŵƉŚ͕ĂŶĚsϮϮϯϱϴ͘ϲ;ĂͿ͕ŝƚŝƐ ƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞĞƐƚĂďůŝƐŚĞĚĂƚϰϬŵƉŚ͘
i dƌĞǀŝŶŽƌŝǀĞďĞƚǁĞĞŶdŽƵƌŶĂŵĞŶƚZŽĂĚĂŶĚsŝƐƚĂ&ĂŝƌǁĂǇƐƌŝǀĞ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚĂƐƉĞĞĚ ůŝŵŝƚ ŽĨ Ϯϱ ŵƉŚ ďĞ ĞƐƚĂďůŝƐŚĞĚ͘ ĂƐĞĚ ŽŶ ƚŚĞ ϴϱƚŚ ƉĞƌĐĞŶƚŝůĞ ƐƉĞĞĚ ŽĨ ϯϮ ŵƉŚ͕ s ϮϮϯϱϴ͘ϲ;ďͿ͕ ƚŚĞ ƐĞŐŵĞŶƚďĞŝŶŐŝŶĂƌĞƐŝĚĞŶƚŝĂůĂƌĞĂ͕ŚŝŐŚƉĞĚĞƐƚƌŝĂŶĂĐƚŝǀŝƚǇ͕ĂŶĚŽŶͲƐƚƌĞĞƚƉĂƌŬŝŶŐ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚ ƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞĞƐƚĂďůŝƐŚĞĚĂƚϮϱŵƉŚ͘
Ƭ

ʹͲ
SpeedLimitDecreases

i ů ƚ Ă s ŝ Ɛ ƚ Ă ǀ Ğ Ŷ Ƶ Ğ ď Ğ ƚ ǁ Ğ Ğ Ŷ Ž Ŷ Ɛ ƚ Ğ ů ů Ă ƚ ŝ Ž Ŷ Z Ž Ă Ě Ă Ŷ Ě Ž Ɖ Ɖ Ğ ƌ , ŝ ů ů ƌŝǀĞ͕ ŝƚ ŝƐ ƌĞĐŽŵŵĞŶĚĞĚ ƚŚĂƚ ƚŚĞ ĞǆŝƐƚŝŶŐƐƉĞĞĚůŝŵŝƚŽĨϰϱŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϰϬŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϰϮŵƉŚ͕ s ϮϮϯϱϴ͘ϲ;ĂͿ͕ ĂŶĚ ƚŚĞ ŚŽƌŝǌŽŶƚĂů ĐƵƌǀĂƚƵƌĞ ŽĨ ƚŚĞ ƌŽĂĚǁĂǇ ƐĞŐŵĞŶƚ͕ ŝƚ ŝƐ ƌĞĐŽŵŵĞŶĚĞĚ ƚŚĂƚ ƚŚĞ ƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϰϬŵƉŚ͘

i ƌƌŽǇŽWĂƌŬƌŝǀĞďĞƚǁĞĞŶDĐĞĂŶWĂƌŬǁĂǇĂŶĚŽƌƚŝŶĂƌŝǀĞ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞĞǆŝƐƚŝŶŐ ƐƉĞĞĚůŝŵŝƚŽĨϯϱŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϯϬŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱ ƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϯϬŵƉŚ͕s ϮϮϯϱϴ͘ϲ;ĂͿ͕ĂŶĚƚŚĞĂĚũĂĐĞŶƚƐŚŽƉƉŝŶŐĐĞŶƚĞƌ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϯϬŵƉŚ͘
i ǀĞŶŝĚĂZĂŶĐŚŽdĞƐŽƌŽͬĂƐĂ>ƵŶĂWůĂĐĞďĞƚǁĞĞŶŽƉƉĞƌ,ŝůůƌŝǀĞĂŶĚdĞƐŽƌŽĚĞůsĂůůĞZŽĂĚ͕ŝƚŝƐ ƌĞĐŽŵŵĞŶĚĞĚ ƚŚĂƚ ƚŚĞ ĞǆŝƐƚŝŶŐ ƐƉĞĞĚ ůŝŵŝƚ ŽĨ ϰϱ ŵƉŚ ďĞ ĚĞĐƌĞĂƐĞĚ ƚŽ ϰϬ ŵƉŚ͘ ĂƐĞĚ ŽŶ ƚŚĞ ϴϱƚŚ ƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϰϱŵƉŚ͕sϮϮϯϱϴ͘ϲ;ďͿ͕ĞǆŝƐƚŝŶŐďŝŬĞůĂŶĞƐ͕ǀŝĐŝŶŝƚǇƚŽĂƉĂƌŬ͕ĂŶĚƚŚĞŚŽƌŝǌŽŶƚĂů ĐƵƌǀĂƚƵƌĞŽĨƚŚĞƌŽĂĚǁĂǇƐĞŐŵĞŶƚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϰϬŵƉŚ͘
i ǀĞŶŝĚĂ ZŽƚĞůůĂ ďĞƚǁĞĞŶ >ǇŽŶƐ ǀĞŶƵĞ ĂŶĚ ǀĞŶŝĚĂ ZŽŶĚĞůů͕ ŝƚ ŝƐ ƌĞĐŽŵŵĞŶĚĞĚ ƚŚĂƚ ƚŚĞ ĞǆŝƐƚŝŶŐ ƐƉĞĞĚůŝŵŝƚŽĨϯϬŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϮϱŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱ ƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϮϳŵƉŚ͕s ϮϮϯϱϴ͘ϲ;ĂͿ͕ĂŶĚǀŝĐŝŶŝƚǇƚŽĂƉĂƌŬ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϮϱŵƉŚ͘
i ǀĞŶƵĞ,ĂůůďĞƚǁĞĞŶǀĞŶƵĞ^ƚĂŶĨŽƌĚĂŶĚǀĞŶƵĞƌŽĐŬĞƌ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞĞǆŝƐƚŝŶŐƐƉĞĞĚ ůŝŵŝƚŽĨϰϬŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϯϱŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϯϴŵƉŚ͕sϮϮϯϱϴ͘ϲ;ĐͿ͕ ŽŶͲƐƚƌĞĞƚƉĂƌŬŝŶŐ͕ĂŶĚŚĞĂǀǇƚƌƵĐŬƚƌĂĨĨŝĐ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϯϱŵƉŚ͘
i ǀĞŶƵĞDĞŶƚƌǇďĞƚǁĞĞŶǀĞŶƵĞZŽĐŬĞĨĞůůĞƌĂŶĚǀĞŶƵĞ<ĞĂƌŶǇ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞĞǆŝƐƚŝŶŐ ƐƉĞĞĚůŝŵŝƚŽĨϯϱŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϯϬŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱ ƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϯϮŵƉŚ͕s ϮϮϯϱϴ͘ϲ;ĂͿ͕ĂŶĚŽŶͲƐƚƌĞĞƚƉĂƌŬŝŶŐ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϯϬŵƉŚ͘
i ǀĞŶƵĞ^ƚĂŶĨŽƌĚďĞƚǁĞĞŶsĂŶĚĞƌďŝůƚtĂǇĂŶĚZǇĞĂŶǇŽŶZŽĂĚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞĞǆŝƐƚŝŶŐ ƐƉĞĞĚůŝŵŝƚŽĨϰϱŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϰϬŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱ ƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϰϭŵƉŚ͕s ϮϮϯϱϴ͘ϲ;ĂͿ͕ĞǆŝƐƚŝŶŐďŝŬĞůĂŶĞƐ͕ĂŶĚŽŶͲƐƚƌĞĞƚƉĂƌŬŝŶŐ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚ ϰϬŵƉŚ͘

i ǀĞŶƵĞ^ƚĂŶĨŽƌĚďĞƚǁĞĞŶZǇĞĂŶǇŽŶZŽĂĚĂŶĚǀĞŶƵĞ^ĐŽƚƚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞĞǆŝƐƚŝŶŐ ƐƉĞĞĚůŝŵŝƚŽĨϰϱŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϰϬŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱ ƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϰϳŵƉŚ͕s ϮϮϯϱϴ͘ϲ;ďͿ͕ĞǆŝƐƚŝŶŐďŝŬĞůĂŶĞƐ͕ŽŶͲƐƚƌĞĞƚƉĂƌŬŝŶŐ͕ĂŶĚĐŽŶƚŝŶƵŝƚǇŽĨƐƉĞĞĚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞ ƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϰϬŵƉŚ͘

i ǀĞŶƵĞdŝďďŝƚƚƐďĞƚǁĞĞŶEĞǁŚĂůůZĂŶĐŚZŽĂĚĂŶĚǀĞŶƵĞ^ĐŽƚƚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞĞǆŝƐƚŝŶŐ ƐƉĞĞĚůŝŵŝƚŽĨϰϱŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϰϬŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱ ƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϰϰŵƉŚ͕s ϮϮϯϱϴ͘ϲ;ĐͿ͕ĂŶĚĞǆŝƐƚŝŶŐďŝŬĞůĂŶĞƐ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϰϬŵƉŚ͘
i ĂůůĞƌďŽƌďĞƚǁĞĞŶKƌĐŚĂƌĚsŝůůĂŐĞZŽĂĚĂŶĚ&ĞĚĂůĂZŽĂĚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞĞǆŝƐƚŝŶŐƐƉĞĞĚ ůŝŵŝƚŽĨϯϬŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϮϱŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϮϳŵƉŚ͕sϮϮϯϱϴ͘ϲ;ĂͿ͕ Ƭ

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ďĞŝŶŐŝŶĂƌĞƐŝĚĞŶƚŝĂůĂƌĞĂ͕ĂŶĚŝŶƚŚĞǀŝĐŝŶŝƚǇŽĨĂƉĂƌŬ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚ ϮϱŵƉŚ͘

i ŝŶĞŵĂƌŝǀĞďĞƚǁĞĞŶsĂůĞŶĐŝĂŽƵůĞǀĂƌĚĂŶĚŽƵƋƵĞƚĂŶǇŽŶZŽĂĚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞ ĞǆŝƐƚŝŶŐƐƉĞĞĚůŝŵŝƚŽĨϯϱŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϯϬŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϮϳŵƉŚ͕ s ϮϮϯϱϴ͘ϲ;ĂͿ͕ ĞǆŝƐƚŝŶŐ ďŝŬĞ ůĂŶĞƐ͕ ĂŶĚ ƚŚĞ ƐĞŐŵĞŶƚ ďĞŝŶŐ ĂĚũĂĐ Ğ Ŷ ƚ ƚ Ž Ă Ɛ Ś Ž Ɖ Ɖ ŝ Ŷ Ő Đ Ğ Ŷ ƚ Ğ ƌ ͕ ŝ ƚ ŝ Ɛ ƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϯϬŵƉŚ͘

i ŝƚƌƵƐ^ƚƌĞĞƚďĞƚǁĞĞŶsĂůĞŶĐŝĂŽƵůĞǀĂƌĚĂŶĚDĂŐŝĐDŽƵŶƚĂŝŶWĂƌŬǁĂǇ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞ ĞǆŝƐƚŝŶŐƐƉĞĞĚůŝŵŝƚŽĨϯϱŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϯϬŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϯϯŵƉŚ͕ s ϮϮϯϱϴ͘ϲ;ĐͿ͕ ƚŚĞ ƐĞŐŵĞŶƚ ďĞŝŶŐ ĂĚũĂĐĞŶƚ ƚŽ Ă ƐŚŽƉƉŝŶŐ ĐĞŶƚĞƌ͕ ĂŶĚ Ă ŚŝŐŚ ĂĐĐŝĚĞŶƚ ƌĂƚĞ͕ ŝƚ ŝƐ ƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϯϬŵƉŚ͘

i ŝĐŬĂƐŽŶƌŝǀĞďĞƚǁĞĞŶEĞǁŚĂůůZĂŶĐŚZŽĂĚĂŶĚĞĐŽƌŽƌŝǀĞ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞĞǆŝƐƚŝŶŐ ƐƉĞĞĚůŝŵŝƚŽĨϰϬŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϯϱŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱ ƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϯϳŵƉŚ͕s ϮϮϯϱϴ͘ϲ;ĂͿ͕ƚŚĞƐĞŐŵĞŶƚďĞŝŶŐĂĚũĂĐĞŶƚƚŽĂƐŚŽƉƉŝŶŐĐĞŶƚĞƌ͕ĂŶĚĂƐĐŚŽŽůĂƌĞĂ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚ ƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϯϱŵƉŚ͘

i ŽĐŬǁĞŝůĞƌƌŝǀĞďĞƚǁĞĞŶ^ŝĞƌƌĂ,ŝŐŚǁĂǇĂŶĚ/ǀǇ>ĂŶĞ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞĞǆŝƐƚŝŶŐƐƉĞĞĚ ůŝŵŝƚŽĨϰϱŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϰϬŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϰϯŵƉŚ͕sϮϮϯϱϴ͘ϲ;ĐͿ͕ ĞǆŝƐƚŝŶŐďŝŬĞůĂŶĞƐ͕ĂŶĚƚŚĞƉƌĞƐĞŶĐĞŽĨĂůĂŶĞĚƌŽƉ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϰϬ ŵƉŚ͘

i &ŝǀĞ<ŶŽůůƐƌŝǀĞďĞƚǁĞĞŶ'ŽůĚĞŶsĂůůĞǇZŽĂĚĂŶĚĞůĂĚŽŶŽƵƌƚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞĞǆŝƐƚŝŶŐ ƐƉĞĞĚůŝŵŝƚŽĨϯϬŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϮϱŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱ ƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϮϵŵƉŚ͕s ϮϮϯϱϴ͘ϲ;ĐͿ͕ĂŶĚďĞŝŶŐŝŶĂƌĞƐŝĚĞŶƚŝĂůĂƌĞĂ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϮϱŵƉŚ͘
i 'ŽůĚĞŶsĂůůĞǇZŽĂĚďĞƚǁĞĞŶ^ZͲϭϰĂŶĚ^ŝĞƌƌĂ,ŝŐŚǁĂǇ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞĞǆŝƐƚŝŶŐƐƉĞĞĚ ůŝŵŝƚŽĨϱϬŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϰϱŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϰϳŵƉŚ͕sϮϮϯϱϴ͘ϲ;ĂͿ͕ ĂŶĚĐŽŶƚŝŶƵŝƚǇŽĨƐƉĞĞĚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϰϱŵƉŚ͘
i /ƐĂďĞůůĂWĂƌŬǁĂǇďĞƚǁĞĞŶ'ŽůĚĞŶdƌŝĂŶŐůĞZŽĂĚĂŶĚƵƌŽƌĂ>ĂŶĞ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞĞǆŝƐƚŝŶŐ ƐƉĞĞĚůŝŵŝƚŽĨϯϬŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϮϱŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱ ƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϮϴŵƉŚ͕s ϮϮϯϱϴ͘ϲ;ĐͿ͕ĂŶĚŚŝŐŚĂĐĐŝĚĞŶƚƌĂƚĞ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϮϱŵƉŚ͘
i :ĂŬĞƐtĂǇďĞƚǁĞĞŶ^ŝĞƌƌĂ,ŝŐŚǁĂǇĂŶĚ>ŽƐƚĂŶǇŽŶZŽĂĚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞĞǆŝƐƚŝŶŐƐƉĞĞĚ ůŝŵŝƚŽĨϰϬŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϯϱŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϰϮŵƉŚ͕sϮϮϯϱϴ͘ϲ;ďͿ͕ ŽŶͲƐƚƌĞĞƚ ƉĂƌŬŝŶŐ͕ ƚŚĞ ŚŽƌŝǌŽŶƚĂů ĐƵƌǀĂƚƵƌĞ ŽĨ ƚŚĞ ƌŽĂĚǁĂǇ ƐĞŐŵĞ Ŷ ƚ ͕ Ă Ŷ Ě Ă Ś ŝ Ő Ś Ă Đ Đ ŝ Ě Ğ Ŷ ƚ ƌ Ă ƚ Ğ ͕ ŝ ƚ ŝ Ɛ ƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϯϱŵƉŚ͘

i >ŽƐƚĂŶǇŽŶZŽĂĚ ďĞƚǁĞĞŶDĞĚůĞǇZŝĚŐĞ ƌŝǀĞ;EͿĂŶĚ sŝĂWƌŝŶĐĞƐƐĂ͕ ŝƚ ŝƐ ƌĞĐŽŵŵĞŶĚĞĚ ƚŚĂƚ ƚŚĞ ĞǆŝƐƚŝŶŐƐƉĞĞĚůŝŵŝƚŽĨϰϱŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϰϬŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϰϱŵƉŚ͕ sϮϮϯϱϴ͘ϲ;ďͿ͕ĞǆŝƐƚŝŶŐďŝŬĞůĂŶĞƐ͕ĂŶĚĨŽƌĐŽŶƚŝŶƵŝƚǇŽĨƐƉĞĞĚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚ ďĞƐĞƚĂƚϰϬŵƉŚ͘
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i EĞǁŚĂůůǀĞŶƵĞďĞƚǁĞĞŶ>ǇŽŶƐǀĞŶƵĞĂŶĚDĂŝŶ^ƚƌĞĞƚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞĞǆŝƐƚŝŶŐƐƉĞĞĚ ůŝŵŝƚŽĨϯϱŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϯϬŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϯϮŵƉŚ͕sϮϮϯϱϴ͘ϲ;ĂͿ͕ ďĞŝŶŐŝŶƐĐŚŽŽůĂƌĞĂ͕ĂĚũĂĐĞŶƚƚŽĂƐĞŶŝŽƌĐĞŶƚĞƌ͕ĂŶĚƚŚĞĞǆŝƐƚŝŶŐƵŶĐŽŶƚƌŽůůĞĚƉĞĚĞƐƚƌŝĂŶĐƌŽƐƐŝŶŐ͕ŝƚŝƐ ƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϯϬŵƉŚ͘

i ZŝŽEŽƌƚĞƌŝǀĞďĞƚǁĞĞŶŽƉƉĞƌ,ŝůůƌŝǀĞĂŶĚsŝůůĂŐĞŝƌĐůĞƌŝǀĞ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞĞǆŝƐƚŝŶŐ ƐƉĞĞĚůŝŵŝƚŽĨϯϬŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϮϱŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱ ƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϮϵŵƉŚ͕s ϮϮϯϱϴ͘ϲ;ĐͿ͕ďĞŝŶŐĂĚũĂĐĞŶƚƚŽĂƉĂƌŬ͕ĂŶĚŽŶͲƐƚƌĞĞƚƉĂƌŬŝŶŐ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞ ƐĞƚĂƚϮϱŵƉŚ͘

i ^ĂŶĚĂŶǇŽŶZŽĂĚďĞƚǁĞĞŶ>ŽƐƚĂŶǇŽŶZŽĂĚĂŶĚ^ŽůĞĚĂĚĂŶǇŽŶZŽĂĚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞ ĞǆŝƐƚŝŶŐƐƉĞĞĚůŝŵŝƚŽĨϰϱŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϰϬŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϰϮŵƉŚ͕ sϮϮϯϱϴ͘ϲ;ĂͿ͕ĂŶĚĞǆŝƐƚŝŶŐďŝŬĞůĂŶĞƐ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϰϬŵƉŚ͘
i ^ĂŶĚ ĂŶǇŽŶ ZŽĂĚ ďĞƚǁĞĞŶ ^ŽůĞĚĂĚ ĂŶǇŽŶ ZŽĂĚ ĂŶĚ ϰϵϬ͛ ŶͬŽ dŚŽŵƉƐŽŶ ZĂŶĐŚ ZŽĂĚ͕ŝ ƚ ŝ Ɛ ƌĞĐŽŵŵĞŶĚĞĚ ƚŚĂƚ ƚŚĞ ĞǆŝƐƚŝŶŐ ƐƉĞĞĚ ůŝŵŝƚ ŽĨ ϰϱ ŵƉŚ ďĞ ĚĞĐƌĞĂƐĞĚ ƚŽ ϰϬ ŵƉŚ͘ ĂƐĞĚ ŽŶ ƚŚĞ ϴϱƚŚ ƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϯϵŵƉŚ͕sϮϮϯϱϴ͘ϲ;ĂͿ͕ĂŶĚĨŽƌĐŽŶƚŝŶƵŝƚǇŽĨƐƉĞĞĚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞ ƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϰϬŵƉŚ͘

i ^ĂŶĚǇƌŝǀĞďĞƚǁĞĞŶ^ŝĞƌƌĂ,ŝŐŚǁĂǇĂŶĚ:ĂŬĞƐtĂǇ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞĞǆŝƐƚŝŶŐƐƉĞĞĚůŝŵŝƚ ŽĨϯϱŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϯϬŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϯϳŵƉŚ͕sϮϮϯϱϴ͘ϲ;ďͿ͕ŽŶͲ ƐƚƌĞĞƚƉĂƌŬŝŶŐ͕ďĞŝŶŐŝŶĂƌĞƐŝĚĞŶƚŝĂůĂƌĞĂ͕ŶĂƌƌŽǁƌŽĂĚǁĂǇ͕ĂŶĚĂŚŝŐŚĂĐĐŝĚĞŶƚƌĂƚĞ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚ ƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϯϬŵƉŚ͘

i ^ŚĂŶŐƌŝͲ>ĂƌŝǀĞďĞƚǁĞĞŶ^ŽůĞĚĂĚĂŶǇŽŶZŽĂĚĂŶĚEĂƚŚĂŶ,ŝůůZŽĂĚ; Ϳ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞ
ĞǆŝƐƚŝŶŐƐƉĞĞĚůŝŵŝƚŽĨϯϱŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϯϬŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϯϬŵƉŚ͕ sϮϮϯϱϴ͘ϲ;ĂͿ͕ŽŶͲƐƚƌĞĞƚƉĂƌŬŝŶŐ͕ƚŚĞŚŽƌŝǌŽŶƚĂůĐƵƌǀĂƚƵƌĞŽĨƚŚĞƌŽĂĚǁĂǇƐĞŐŵĞŶƚ͕ƐƚĞĞƉŐƌĂĚĞ͕ĂŶĚ ĂŚŝŐŚĂĐĐŝĚĞŶƚƌĂƚĞ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϯϬŵƉŚ͘
i ^ŝŶŐŝŶŐ ,ŝůůƐ ƌŝǀĞ ďĞƚǁĞĞŶ ƌƌŽǇŽ WĂƌŬ ƌŝǀĞ ĂŶĚ DĐĞĂŶ WĂƌŬǁĂǇ͕ ŝƚ ŝƐ ƌĞĐŽŵŵĞŶĚĞĚ ƚŚĂƚ ƚŚĞ ĞǆŝƐƚŝŶŐƐƉĞĞĚůŝŵŝƚŽĨϯϱŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϯϬŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϯϬŵƉŚ͕ sϮϮϯϱϴ͘ϲ;ĂͿ͕ďĞŝŶŐŝŶĂƌĞƐŝĚĞŶƚŝĂůĂƌĞĂ͕ĂŶĚĂŚŝŐŚĂĐĐŝĚĞŶƚƌĂƚĞ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚ ůŝŵŝƚďĞƐĞƚĂƚϯϬŵƉŚ͘

i dŽƵƌŶĂŵĞŶƚ ZŽĂĚ ďĞƚǁĞĞŶ DĐĞĂŶ WĂƌŬǁĂǇ ĂŶĚ 'ŽůĨ ŽƵƌƐĞ ZŽĂĚ͕ ŝƚ ŝƐ ƌĞĐŽŵŵĞŶĚĞĚ ƚŚĂƚ ƚŚĞ ĞǆŝƐƚŝŶŐƐƉĞĞĚůŝŵŝƚŽĨϰϬŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϯϱŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϯϳŵƉŚ͕ sϮϮϯϱϴ͘ϲ;ĂͿ͕ĞǆŝƐƚŝŶŐďŝŬĞůĂŶĞƐ͕ĂŶĚĨŽƌĐŽŶƚŝŶƵŝƚǇŽĨƐƉĞĞĚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚ ďĞƐĞƚĂƚϯϱŵƉŚ͘

i sĂůůĞǇĞŶƚĞƌƌŝǀĞďĞƚǁĞĞŶ^ŽůĞĚĂĚĂŶǇŽŶZŽĂĚĂŶĚ'ŽůĚĞŶsĂůůĞǇZŽĂĚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚ ƚŚĞĞǆŝƐƚŝŶŐƐƉĞĞĚůŝŵŝƚŽĨϰϬŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϯϱŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϯϳ ŵƉŚ͕sϮϮϯϱϴ͘ϲ;ĂͿ͕ĂŶĚƚŚĞŚŽƌŝǌŽŶƚĂůĐƵƌǀĂƚƵƌĞŽĨƚŚĞƌŽĂĚǁĂǇƐĞŐŵĞŶƚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚ ƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϯϱŵƉŚ͘

Ƭ

ʹ͵
i sŝĂ WƌŝŶĐĞƐƐĂ ďĞƚǁĞĞŶ ZĂŝŶďŽǁ 'ůĞŶƌŝǀĞ ĂŶĚ tŚŝƚĞƐ ĂŶǇŽŶ ZŽĂĚ͕ ŝƚ ŝƐ ƌĞĐŽŵŵĞŶĚĞĚ ƚŚĂƚ ƚŚĞ ĞǆŝƐƚŝŶŐƐƉĞĞĚůŝŵŝƚŽĨϰϱŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϰϬŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϰϭŵƉŚ͕ sϮϮϯϱϴ͘ϲ;ĂͿ͕ĂŶĚĨŽƌĐŽŶƚŝŶƵŝƚǇŽĨƐƉĞĞĚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϰϬŵƉŚ͘
i s ŝ Ă W ƌ ŝ Ŷ Đ Ğ Ɛ Ɛ Ă ď Ğ ƚ ǁ Ğ Ğ Ŷ ^ ŝ Ğ ƌ ƌ Ă , ŝ Ő Ś ǁ Ă Ǉ Ă Ŷ Ě > Ž Ɛ ƚ Ă Ŷ Ǉ Ž Ŷ Z Ž Ă Ě ͕ ŝƚ ŝƐ ƌĞĐŽŵŵĞŶĚĞĚ ƚŚĂƚ ƚŚĞ ĞǆŝƐƚŝŶŐ ƐƉĞĞĚůŝŵŝƚŽĨϰϱŵƉŚďĞĚĞĐƌĞĂƐĞĚƚŽϰϬŵƉŚ͘ĂƐĞĚŽŶƚŚĞϴϱ ƚŚƉĞƌĐĞŶƚŝůĞƐƉĞĞĚŽĨϰϭŵƉŚ͕s ϮϮϯϱϴ͘ϲ;ĂͿ͕ďĞŝŶŐŝŶĂƐŚŽƉƉŝŶŐĐĞŶƚĞƌĂƌĞĂ͕ƚŚĞŚŽƌŝǌŽŶƚĂůĐƵƌǀĂƚƵƌĞŽĨƚŚĞƌŽĂĚǁĂǇƐĞŐŵĞŶƚ͕ĂŶĚĨŽƌ ĐŽŶƚŝŶƵŝƚǇŽĨƐƉĞĞĚ͕ŝƚŝƐƌĞĐŽŵŵĞŶĚĞĚƚŚĂƚƚŚĞƐƉĞĞĚůŝŵŝƚďĞƐĞƚĂƚϰϬŵƉŚ͘
APPENDIXA
ZĞŐƵůĂƚŝŽŶƐ'ŽǀĞƌŶŝŶŐ^ƉĞĞĚ>ŝŵŝƚƐ
ĂŶĚĞĨŝŶŝƚŝŽŶŽĨdĞƌŵƐ

ǆĐĞƌƉƚƐĨƌŽŵĂůŝĨŽƌŶŝĂsĞŚŝĐůĞŽĚĞ
ƐƐĞŵďůǇ ŝůů ϰϯ ; ϰϯͿ
AGA Engineers, Inc.
211 Imperial Highway, Suite 208, Fullerton, CA 92835
(714) 992-4592 Email: [email protected]

RADAR SPEED ZONE SURVEYS

Applicable Vehicle Code Sections

Business District
235. A “business district: is that portion of a highway and the property contiguous thereto (a) upon one side of which highway, for a distance of 600 feet, 50 percent of more of the contiguous property fronting thereon is occupied by buildings in use for business, or (b) upon both sided of which highway, collectively, for a distance of 300 feet, 50 percent or more of the contiguous property fronting thereon is so occupied. A business district may be longer than the distance specified in this section if the above ratio of buildings in use for business to the length of the highway exists.

Business and Residence District: Determination
240. In determining whether a high way is within a business or residence district, the following limitations shall apply and shall qualify the definitions Section 235 and 515:
a) No building shall be counted unless its entrance faces the highway and the front of the building is within 75 feet of the roadway.
b) Where a highway is physically divided into two or more roadways, only those buildings facing each roadway separately shall be counted for the purpose of determining whether the roadway is within a district.
c) All churches, apartments, hotels , multiple dwelling houses, clubs and public buildings, other than schools, shall be deemed to be business structures. d) A highway or portion of a highway shall not be deemed to be within a district regardless of the number of buildings upon the contiguous property if there is no right of access to the highway by vehicles from the contiguous property.

Residence District
515. A “residence district” is that portion of a highway and the property contiguous thereto, other than a business district, (a) upon one side of which highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures, or (b) upon both sided of which highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling housed or business structures. A residence district may be longer than one quarter of a mile if the above ratio of separate dwelling houses or business structures to the length of the highway exists.

Engineering and Traffic Survey
627. (a) “Engineering and traffic survey” as used in this Code, means a survey of highway and traffic conditions in accordance with methods determined by the Department of Transportation for use by the state and local authorities.

(b) An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all the following:
1) Prevailing speeds as determined by traffic engineering measurements.

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2) Prevailing speeds as determined by traffic engineering measurements. 3) Accident records.
4) Highway, traffic, and roadside conditions not readily apparent to the driver. (c) When conducting an engineering and traffic survey, local authorities, in addition to the factors set forth in paragraphs (1) to (3), inclusive, of subdivision (b) may consider all of the following:
1) Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district:
(A) Upon one side of the highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures.
(B) Upon both sides of the highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures.
(C) The portion of highway is longer than one-quarter of a mile but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph (A) or (B).
2) Safety of bicyclists and pedestrians, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused.

Rounding Speed Limit to the Nearest 5 mph of the 85th Percentile 21400. (a) The Department of Transportation shall, after consultation with local agencies and public hearings, adopt rules and regulations prescribing uniform standards and specifications for all official traffic control devices placed pursuant to this code, including, but not limited to, stop signs, yield right-of-way signs, speed restriction signs, railroad warning approach signs, street name signs, lines and markings on the roadway, and stock crossing signs placed pursuant to Section 21364.
(b) The Department of Transportation shall, after notice and public hearing, determine and publicize the specifications for uniform types of warning signs, lights, and devices to be placed upon a highway by a person engaged in performing work that interferes with or endangers the safe movement of traffic upon that highway. (c) Only those signs, lights, and devices as are provided for in this section shall be placed upon a highway to warn traffic of work that is being performed on the highway. (d) Control devices or markings installed upon tra ffic barriers on or after January 1, 1984, shall conform to the uniform standards and specifications required by this section.

Maximum Speed Limit
22349. (a) Except as provided in Section 22356, no person shall drive a vehicle upon a highway at a speed greater than 65 miles per hour.
(b) Notwithstanding any other provision of law, no person may drive a vehicle upon a two-lane, undivided highway at a speed greater than 55 miles per hour unless that highway, or portion thereof, has been posted for a higher speed by the Department of Transportation or appropriate local agency upon the basis of an engineering and traffic survey. For purposes of this subdivision, the following apply:
(1) A two-lane, undivided highway is a highway with not more than one through lane of travel in each direction.
(2) Passing lanes may not be considered when determining the number of through lanes.

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(c) It is the intent of the Legislature that there be reasonable signing on affected two-lane, undivided highways described in subdivision (b) in continuing the 55 miles-per-hour speed limit, including placing signs at county boundaries to the extent possible, and at other appropriate locations.

Basic Speed Law
22350. No person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property.

Speed Law Violations
22351. (a) The speed of any vehicle upon a highway not in excess of the limits specified in Section 22352 or established as authorized in this code is lawful unless clearly proved to be in violation of the basic speed law.
(b) The speed of any vehicle upon a highway in excess of the prima facie speed limits in Section 22352 or established as authorized in this code is prima facie unlawful unless the defendant establishes by competent evidence that the speed in excess of said limits did not constitute a violation of the basic speed law at the time, place and under the conditions then existing.

Prima Facie Speed Limits
22352. The prima facie limits are as follows and the same shall be applicable unless changed as authorized in this code and, if so changed, only when signs have been erected giving notice thereof:
(a) Fifteen miles per hour:
1) When traversing a railway grade crossing, if during the last 100 feet of the approach to the crossing the driver does not have a clear and unobstructed view of the crossing and of any traffic on the railway for a distance of 400 feet in both directions along such railway. This subdivision does not apply in the case of any railway grade crossing where a human flagman is on duty or a clearly visible electrical mechanical railway crossing signal device is installed but does not then indicate the immediate approach of a railway train or car.
2) When traversing any intersection of highways if during the last 100 feet of the driver’s approach to the intersection the driver does not have a clear and unobstructed view of the intersection and of any traffic upon all of the highways entering the intersection for a distance of 100 feet along all those highways, except at an intersection protected by stop signs or yield right-of-way signs or controlled by official traffic control signals. 3) On any alley.
(b) Twenty-five miles per hour:
1) On any highway other than a state highway, in any business or residence district unless a different speed is determined by local authority under procedures set forth in this code.
2) When approaching or passing a school building or the grounds thereof, contiguous to a highway and posted with a standard “SCHOOL” warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. Such prima facie limit shall also apply when approaching or passing any school grounds which are not separated from the highway by a fence, gate or other physical barrier while the grounds are in use by children and the highway is posted with a standard “SCHOOL” warning sign. For purposes of this subparagraph, standard “SCHOOL” warning signs may be placed at any distance up to 500 feet away from school grounds.

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3) When passing a senior center or other facility primarily used by senior citizens, contiguous to a street other than a state highway and posted with a standard “SENIOR” warning sign. A local authority may erect a sign pursuant to this paragraph when the local agency makes a determination that the proposed signing should be implemented.

A local authority may request grant funding from the Active Transportation Program pursuant to Chapter 8 (commencing with Section 2380) of Division 3 of the Streets and Highways Code, or any other grant funding available to it, and use that grant funding to pay for the erection of those signs, or may utilize any other funds available to it to pay for the erection of those signs, including, but not limited to, donations from private sources.

Increase of Local Limits
22357. (a) Whenever a local authority determines upon the basis of an engineering and traffic survey that a speed greater than 25 miles per hour would facilitate the orderly movement of vehicular traffic and would be reasonable and safe upon any street other than a state highway otherwise subject to a prima facie limit of 25 miles per hour, the local authority may be by ordinance determine and declare a prima facie limit of 25 miles per hours, the local authority may by ordinance determine and declare a prima facie speed limit of 30, 35, 40, 45, 50, 55, 60 miles per hour or a maximum speed limit of 65 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe. The declared prima facie or maximum speed limit shall be effective when appropriate signs giving notice thereof are erected upon the street and shall not thereafter be revised except upon the basis of an engineering and traffic survey. This section does not apply to any 25-mile-per-hour prima facie limit which is applicable when passing a school building or the grounds thereof or when passing a senior center or other facility primarily used by senior citizens.
(b) This section shall become operative on the da te specified in subdivision (c) of Section 22366.

Decrease of Local Limits
22358. (a) Whenever a local authority determines upon the basis of an engineering and traffic survey that the limit of 65 miles per hour is more than is reasonable or safe upon any portion of any street other than a state highway where the limit of 65 miles per hour is applicable, the local authority may by ordinance determine and declare a prima facie speed limit of 60, 55, 50, 45,40,35,30, or 25 miles per hours, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe, which declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street. (b) This section shall become operative on the date specified in subdivision (c) of Section 22366.

Decrease on Narrow Street
22358.3. Whenever a local authority determines upon the basis of an engineering and traffic survey that the prima facie speed limit of 25 miles per hour in a business or residence district or in a public park on any street having a roadway not exceeding 25 feet in width, other than a state highway, is more than is reasonable or safe, the local authority may, by ordinance or resolution, determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is found most appropriate and is reasonable and safe. The declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street.

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Decrease on Local Streets Near Schools or Senior Centers 22358.4. (a) (1) Whenever a local authority determines upon the basis of an engineering and traffic survey that the prima facie speed limit of 25 miles per hour established by subdivision (b) of Section 22352 is more than is reasonable or safe, the local authority may, by ordinance or resolution, determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is justified as the appropriate speed limit by that survey. (2) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway. (b) (1) Notwithstanding subdivision (a) or any other provision of law, a local authority may, by ordinance or resolution, determine and declare prima facie speed limits as follows:
(A) A 15 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of less than 500 feet from, or passing, a school building or the grounds of a school building, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 15 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of less than 500 feet from, or passing, school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 15 miles per hour.
(B) A 25 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of 500 to 1,000 feet from, a school building or the grounds thereof, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 25 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of 500 to 1,000 feet from, school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 25 miles per hour. (2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the following conditions:
(A) A maximum of two traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior to and after the school zone.
(3) The prima facie limits established under paragraph (1) apply to all lanes of an affected highway, in both directions of travel.
(4) When determining the need to lower the prima facie speed limit, the local authority shall take the provisions of Section 627 into consideration. (5) (A) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway. (B) For purposes of subparagraph (A) of paragraph (1), school warning signs indicating a speed limit of 15 miles per hour may be placed at a distance up to 500 feet away Radar Speed Zone Surveys

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from school grounds.
(C) For purposes of subparagraph (B) of paragraph (1), school warning signs indicating a speed limit of 25 miles per hour may be placed at any distance between 500 and 1,000 feet away from the school grounds.
(D) A local authority shall reimburse the Department of Transportation for all costs incurred by the department under this subdivision.

Downward Speed Zoning
22358.5 It is the intent of the Legislature that physical conditions such as width, curvature, grade and surface conditions or any other condition readily apparent to a driver, in the absence of other factors, would not require special downward speed zoning, as the basic rule of Section 22350 is sufficient regulation as to such conditions.

Rounding of Speed Limits to the Nearest 5 mph of the 85 th Percentile
22358.6. (a) The Department of Transportation shall, in the next scheduled revision, revise and thereafter maintain the California Manual on Unifor m Traffic Control Devices to require the Department of Transportation or a local authority to round speed limits to the nearest five miles per hour of the 85th percentile of the free-flowing traffic. (b) In cases in which the speed limit needs to be rounded down to the nearest five miles per hour increment of the 85th-percentile speed, the Department of Transportation or a local authority may lower the speed limit by five miles per hour from the nearest five mile per hour increment of the 85th-percentile speed, in compliance with Sections 627 and 22358.5 and the California Manual on Uniform Traffic Control Devices, as it read on March 30, 2021, if the reasons for the lower speed limit are documented in an engineering and traffic survey. The Department of Transportation or a local authority may also take into consideration Sections 22353, 22353.2, 22353.3, 22353.4, and 22353.5, if applicable. (c) In cases in which the speed limit needs to be rounded up to the nearest five miles per hour increment of the 85th-percentile speed, the Department of Transportation or a local authority may decide to instead round down the speed limit to the lower five miles per hour increment. If the speed limit is rounded down pursuant to this subdivision, the speed limit shall not be reduced any further pursuant to subdivision (b). (d) In addition to subdivisions (b) and (c), a local authority may additionally lower the speed limit as provided in Section 22358.7.
(e) The total reduction in the speed limit pursuant to subdivisions (a) to (d), inclusive, shall not exceed 12.4 miles per hour from the 85th percentile speed. (f) Notwithstanding subdivisions (a) to (e), in clusive, a local authority may retain the currently adopted speed limit as provided in Section 22358.8 without further reduction or restore the immediately prior adopted speed limit as provided in Section 22358.8 without further reduction.

Reduction of Additional 5 mph
22358.7. (a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, determine and declare a prima facie speed limit that has been reduced an additional five miles per hour for either of the following reasons:
(1) The portion of highway has been designated as a safety corridor. A local authority shall not deem more than one-fifth of their streets as safety corridors. (2) The portion of highway is adjacent to any land or facility that generates high Radar Speed Zone Surveys

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concentrations of bicyclists or pedestrians, especially those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused. (b) (1) As used in this section, “safety corridor” shall be defined by the Department of Transportation in the next revision of the California Manual on Uniform Traffic Control Devices. In making this determination, the department shall consider highways that have the highest number of serious injuries and fatalities based on collision data that may be derived from, but not limited to, the Statewide Integrated Traffic Records System. (2) The Department of Transportation shall, in the next revision of the California Manual on Uniform Traffic Control Devices, determine what constitutes land or facilities that generate high concentrations of bicyclists and pedestrians, as used in paragraph (2) of subdivision (a). In making this determination, the department shall consider density, road use type, and bicycle and pedestrian infrastructure present on a section of highway. (c) A local authority may not lower a speed limit as authorized by this section until June 30, 2024, or until the Judicial Council has developed an online tool for adjudicating infraction violations statewide as specified in Article 7 (commencing with Section 68645) of Chapter 2 of Title 8 of the Government Code, whichever is sooner. (d) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.

Retaining the Currently Adopted Speed Limit or Restoring Immediately Prior Adopted Speed Limit 22358.8 (a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, retain the currently adopted speed limit or restore the immediately prior adopted speed limit if that speed limit was established with an engineer ing and traffic survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established that speed limit.
(b) This section does not authorize a speed limit to be reduced by any more than five miles per hour from the currently adopted speed limit nor below the immediately prior speed limit. (c) A local authority shall issue only warning citations for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 da ys that a lower speed limit is in effect as authorized by this section.

Business Activity District
22358.9 (a) (1) Notwithstanding any other law, a local authority may, by ordinance, determine and declare a 25 or 20 miles per hour prima facie speed limit on a highway contiguous to a business activity district when posted with a sign that indicates a speed limit of 25 or 20 miles per hour.
(2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the following conditions:
(A) A maximum of four traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 25 miles per hour speed limit. (C) A maximum posted 25 miles per hour prima facie speed limit immediately prior to and after the business activity district, if establishing a 20 miles per hour speed limit. (b) As used in this section, a “business activity district” is that portion of a highway and the property contiguous thereto that includes central or neighborhood downtowns, urban villages, Radar Speed Zone Surveys

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or zoning designations that prioritize commercial land uses at the downtown or neighborhood scale and meets at least three of the following requirements in paragraphs (1) to (4), inclusive:
(1) No less than 50 percent of the contiguous property fronting the highway consists of retail or dining commercial uses, including outdoor dining, that open directly onto sidewalks adjacent to the highway.
(2) Parking, including parallel, diagonal, or perpendicular spaces located alongside the highway. (3) Traffic control signals or stop signs re gulating traffic flow on the highway, located at intervals of no more than 600 feet.
(4) Marked crosswalks not controlled by a traffic control device. (c) A local authority shall not declare a prima faci e speed limit under this section on a portion of a highway where the local authority has already lowered the speed limit as permitted under Section 22358.7, has retained the currently adopted speed limit under Section 22358.8, or has restored the immediately prior adopted speed limit under Section 22358.8. (d) A local authority shall issue only warning cita tions for violations of exceeding the speed limit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect as authorized by this section.

Boundary Line Streets
22359. With respect to boundary line streets and highways where portions thereof are within different jurisdictions, no ordinance adopted under Sections 22357 and 22358 shall be effective as to any such portion until all authorities having jurisdiction of the portions of the street concerned have approved the same. This section shall not apply in the case of boundary line streets consisting of separate roadways within different jurisdictions.

Multiple-Lane Highways
22361. On multiple-lane highways with two or more separate roadways, different prima facie speed limits may be established for different roadways under any of the procedures specified in Sections 22354 to 22359, inclusive.

Speed Trap Prohibition
40801. No peace officer or other person shall use a speed trap in arresting, or participating or assisting in the arrest of, any person for any alleged violation of this code nor shall any speed trap be used in securing evidence as to the speed of any vehicle for the purpose of an arrest or prosecution under this code.

Speed Trap
40802. (a) A “speed trap” is either of the following:
(1) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. (2) A particular section of a highway with a prima facie speed limit provided by this code or by local ordinance pursuant to paragraph (1) of subdivision (b) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic devices which measures the speed of moving objects. This subdivision does not apply to local street, road, school zone, senior zone, business activity district, or speed limit adopted under Section 22358.7 or 22358.8.

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(b) (1) For purposes of this section, a local street or road is one that is functionally classified as “local” on the “California Road System Maps,” that are approved by the Federal Highway Administration and maintained by the Department of Transportation. It may also be defined as a “local street or road” if it primarily provides access to abutting residential property and meets the following three conditions:
(A) Roadway width of not more than 40 feet.
(B) Not more than one-half mile of uninterrupted length. Interruptions shall include official traffic control devices as defined in Section 445. (C) Not more than one traffic lane in each direction.
(2) For purposes of this section, “school zone” means that area approaching or passing a school building or the grounds thereof that is contiguous to a highway and on which is posted a standard “SCHOOL” warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. “School zone” also includes the area approaching or passing any school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children if that highway is posted with a standard “SCHOOL” warning sign. (3) For purposes of this section, “senior zo ne” means that area approaching or passing a senior center building or other facility primarily used by senior citizens, or the grounds thereof that is contiguous to a highway and on which is posted a standard “SENIOR” warning sign, pursuant to Section 22352.
(4) For purposes of this section, “business activity district” means a section of highway described in subdivision (b) of Section 22358.9 in which a standard 25 miles per hour or 20 miles per hour speed limit sign has been posted pursuant to paragraph (1) of subdivision (a) of that section.
(c) (1) When all of the following criteria are me t, paragraph (2) of this subdivision shall be applicable and subdivision (a) shall not be applicable:
(A) When radar is used, the arresting officer has successfully completed a radar operator course of not less than 24 hours on the use of police traffic radar, and the course was approved and certified by the Commission on Peace Officer Standards and Training.
(B) When laser or any other electronic device is used to measure the speed of moving objects, the arresting officer has successfully completed the training required in subparagraph (A) and an additional training course of not less than two hours approved and certified by the Commission on Peace Officer Standards and Training.
(C)(i) The prosecution proved that the arresting officer complied with subparagraphs (A) and (B) and that an engineering and traffic survey has been conducted in accordance with subparagraph (B) of paragraph (2). The prosecution proved that, prior to the officer issuing the notice to appear, the arresting officer established that the radar, laser, or other electronic device conformed to the requirements of subparagraph (D).
(ii) The prosecution proved the speed of the accused was unsafe for the conditions present at the time of alleged violation unless the citation was for a violation of Section 223469, 22356, or 22406.
(D) The radar, laser, or other electronic device used to measure the speed of the accused meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within the three Radar Speed Zone Surveys

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years prior to the date of the alleged violation by an independent certified laser or radar repair and testing or calibration facility.
(2) A “speed trap” is either of the following:
(A) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance.
(B) (i) A particular section of a highway or state highway with a prima facie speed limit that is provided by this code or by local ordinance under paragraph (1) of subdivision (b) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within one of the following time periods, prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects:
(I) Except as specified in subclause (II), seven years. (II) If an engineering and traffic survey was conducted more than seven years prior to the date of the alleged violation, and a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic conditions have occurred, including, but not limited to, changes in adjoining property or land use, roadway width, or traffic volume, 14 years.
(ii) This subparagraph does not apply to a local street, road, or school zone, senior zone, business activity district, or speed limit adopted under Section 22358.7 or 22358.8.

Speed Trap Evidence.
40803. (a) No evidence as to the speed of a vehicle upon a highway shall be admitted in any court upon the trial of any person in any prosecution under this code upon a charge involving the speed of a vehicle when the evidence is based upon or obtained from or by the maintenance or use of a speed trap.
(b) In any prosecution under this code of a charge involving the speed of a vehicle, where enforcement involves the use of radar or other electronic devices which measure the speed of moving objects, the prosecution shall establish, as part of its prima facie case, that the evidence or testimony presented is not based upon a speed trap as defined in paragraph (2) of subdivision (b) of Section 40802.
(c) When a traffic and engineering survey is required pursuant to paragraph (2) of subdivision (b) of Section 40802, evidence that a traffic and engineering survey has been conducted within five years of the date of the alleged violation or evidence that the offense was committed on a local street or road as defined in paragraph (2) of subdivision (b) of Section 40802 shall constitute a prima facie case that the evidence or testimony is not based upon a speed trap as defined in paragraph (2) of subdivision (b) 40802.

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Study Method
Speed zones are established to inform drivers of the safe speed limit and to protect the general public from unreasonable and reckless drivers. Research has shown that most drivers travel at speeds that are safe and reasonable, therefore, speed limits are established primarily on the consensus of the majority of those who use the roads. Speed limits are not based on the actions of few. The California Vehicle Code requires the limits to be established on the basis of an engineering and traffic survey rather than by arbitrary methods.

The study is conducted in accordance with the appropriate sections of the California Vehicle Code and the California Manual on Uniform Traffic Control Devices (CA MUTCD), Section 2B-13, Speed Limit Sign (R2-D)
Surveys are conducted on arterial streets, collector streets, and selected local streets. Each of the selected streets was analyzed individually.

The accident analysis was based on a review of the City’s Traffic Accident Records (Crossroads). Only non-intersection accidents are included since intersection accidents are considered correctable using conventional intersection traffic controls such as stop signs or traffic signals.

Accident rates were computed using a formula that takes into account the number of accidents in the two-year period, the length of roadway being studied, and the average daily traffic volume. The rate is expressed in accidents per million vehicle miles (Acc/MVM). The formula is:

Acc/MM = Number of Accidents x 1,000,000
Distance x ADT x No. of Days
Definitions of Terms
Average Daily Traffic Volume of traffic during a 24-hour period.

ECL Easterly City Limit (also WCL, NCL and SCL for Westerly, Northerly and Southerly).
85th Percentile (Critical Speed) The “speed” which 85% of the observed vehicles are not exceeding.

This speed is usually within 2 mph of the upper limit of the speed.

Mean Speed The average speed.

MPH or mph Miles Per Hour.

MVM or mvm Million Vehicle Miles. Accident rates are generally expressed as the number of accidents occurring per million vehicle miles traveled during a given time period.

Pace The 10 mph range of observed vehicle speeds containing the largest number of vehicles. A normal distribution will contain
approximately 70% of the sample within the pace, with 15% above and 15% below.
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APPENDIXB
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Standard:
If used, the In-Street Pedestrian Crossing sign shall be placed in the roadway at the crosswalk location on the center line, on a lane line, or on a median island. The In-Street Pedestrian Crossing sign shall not be post-mounted on the left-hand or right-hand side of the roadway. If used, the Overhead Pedestrian Crossing sign shall be placed over the roadway at the crosswalk location.
An In-Street or Overhead Pedestrian Crossing sign shall not be placed in advance of the crosswalk to educate road users about the State law prior to reaching the crosswalk, nor shall it be installed as an educational display that is not near any crosswalk.

Guidance:
If an island (see Chapter 3I) is available, the In-Street Pedestrian Crossing sign, if used, should be placed on the island.
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The In-Street Pedestrian Crossing sign and the Overhead Pedestrian Crossing sign shall not be used at signalized locations controlled approaches.

The STOP FOR legend shall only be used in States where the State law specifically requires that a driver must stop for a pedestrian in a crosswalk.
The In-Street Pedestrian Crossing sign shall have a black legend (except for the red STOP or YIELD sign symbols) and border on a white background, surrounded by an outer yellow or fluorescent yellow- green background area (see Figure 2B-2). The Overhead Pedestrian Crossing sign shall have a black legend and border on a yellow or fluorescent yellow-green background at the top of the sign and a black legend and border on a white background at the bottom of the sign (see Figure 2B-2). Unless the In-Street Pedestrian Crossing sign is placed on a physical island, the sign support shall be designed to bend over and then bounce back to its normal vertical position when struck by a vehicle. 6XSSRUW

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The top of an In-Street Pedestrian Crossing sign shall be a maximum of 4 feet above the pavement surface. The top of an In-Street Pedestrian Crossing sign placed in an island shall be a maximum of 4 feet above the island surface.
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Standard:
Speed zones (other than statutory speed limits) shall only be established on the basis of an engineering and traffic survey (E&TS) study that has been performed in accordance with traffic engineering practices. The engineering study shall include an analysis of the current speed distribution of free-flowing vehicles. The Speed Limit (R2-1) sign (see Figure 2B-3) shall display the limit established by law, ordinance, regulation, or as adopted by the authorized agency based on the engineering study. The speed limits displayed shall be in multiples of 5 mph.
Speed Limit (R2-1) signs, indicating speed limits for which posting is required by law, shall be located at the points of change from one speed limit to another.
At the downstream end of the section to which a speed limit applies, a Speed Limit sign showing the next speed limit shall be installed. Additional Speed Limit signs shall be installed beyond major intersections and at other locations where it is necessary to remind road users of the speed limit that is applicable. Speed Limit signs indicating the statutory speed limits shall be installed at entrances to the State and, where appropriate, at jurisdictional boundaries in urban areas. 6XSSRUW

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Guidance:

A Reduced Speed Limit Ahead (W3-5 or W3-5a) sign (see Section 2C.38) should be used to inform road users of a reduced speed zone where the speed limit is being reduced by more than 10 mph, or where engineering judgment indicates the need for advance notice to comply with the posted speed limit ahead. States and local agencies should conduct engineering studies at least once every 5, 7 or 14 years, in compliance with CVC Section 40802 to reevaluate non-statutory speed limits on segments of their roadways that have undergone significant changes since the last review, such as the addition or elimination of parking or driveways, changes in the number of travel lanes, changes in the configuration of bicycle lanes, changes in traffic control signal coordination, or significant changes in traffic volumes. No more than three speed limits should be displayed on any one Speed Limit sign or assembly. When a speed limit within a speed zone is posted, it should be within 5 mph of the 85th-percentile speed of free- flowing traffic.

CVC Section 22358.6 – 85th-Percentile, Rounding, 5 mph Increment, 5 mph speed reduction and Maximum Speed Reduction
Standard:
DWhen a speed limit is to be posted, it shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic (CVC Section 22358.6(a)), except as shown in the two Options below for rounding down and using 5 mph speed reduction (CVC Section 22358.6(b)), or rounding up (CVC Section 22358.6(c)), or if using &KDSWHU%±5HJXODWRU\6LJQV%DUULFDGHVDQG*DWHV 5HYLVHG-DQXDU\ 3DUW±6LJQV
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E If the speed limit to be posted has had the 5 mph reduction applied, then an E&TS shall document in writing the conditions and justification for the lower speed limit and be approved by a registered Civil or Traffic Engineer. The reasons for the lower speed limit shall be in compliance with CVC Sections 627 and 22358.5. Refer to Section 22358.6(b).
F The total reduction in the speed limit using the nearest 5 mph increment (CVC Section 22358.6(a)), rounding up (CVC Section 22358.6(c)), rounding down and using 5 mph speed reduction (CVC Section22358.6(b)), additional 5 mph speed reduction for safety corridor designation (CVC Section 22358.7(a)(1)) or adjacent to land or facility generating high concentrations of bicyclists and pedestrians (CVC Section 22358.7(a)(2)), this speed reduction shall not exceed

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I CVC Sections 22358.7, 22358.8 and 22358.9 and their related policies shall not be applicable to roadways on the State Highway System.
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L The additional 5 mph speed reduction allowed by CVC Section 22358.7 on designated safety corridors or on portions of highway adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, shall not be applicable on any roadway segment that is on the State Highway System M The option allowed by CVC Section 22358.8 to retain the currently adopted speed limit or restore the immediately prior adopted speed limit, shall not be applicable on any roadway segment that is on the State Highway System. N Declaring prima facie speed limits of 25 mph or 20 mph on a highway contiguous to a business activity district allowed by CVC Section 22358.9 shall not be applicable on any roadway segment that is on the State Highway System.

CVC Section 22358.7 – Safety corridor and Land or Facilities Generating High Concentrations of Bicyclists and Pedestrians
Standard:
O Additional lowering of the speed limits from those calculated using rounding (up or down) per CVC Section 22358.6(b) and 22358.6(c) and 5 mph speed reduction using CVC Section 22358.6(b), as included in paragraph 12a, &KDSWHU%±5HJXODWRU\6LJQV%DUULFDGHVDQG*DWHV 5HYLVHG-DQXDU\ 3DUW±6LJQV
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A. The intent of the speed measurements is to determine the actual speed of unimpeded traffic. The speed of traffic should not be altered by concentrated law enforcement, or other means, just prior to, or while taking the speed measurements.

B. Only one person is required for the field work. Speeds shou ld be read directly from a radar or other electronic speed measuring devices; or,
C. Devices, other than radar, capable of accurately distinguishing and measuring the unimpeded speed of free flowing vehicles may be used.

D. A location should be selected where prevailing speeds are representative of the entire speed zone section. If speeds vary on a given route, more than one speed zone section may be required, with separate measurements for each section. Locations for measurements should be chosen so as to minimize the effects of traffic signals or stop signs.

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I. Short speed zones of less than 0.5 miles should be avoided, except in transition areas.

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APPENDIXC
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dƌĂĨĨŝĐZĂĚĂƌKƉĞƌĂƚŽƌ ĞƌƚŝĨŝĐĂƚŝŽŶ

CERTIFICATE OF COMPLETION
THIS IS TO CERTIFY THAT –

1. Tyler Baker of ATD Traffic/NDS Data has successfully completed a Radar Operator course. This was based upon the national standards as outlined by the National Highway Traffic Safety Administration, and the California Highway Patrol radar manual, and the radar program of the Alameda County Sheriff’s Office. This instructor is Scott Miller, a deputy sheriff since 1995 and a California P.O.S.T. certified Radar and Laser Instructor since 2011.

2. Tyler Baker completed the classroom instruction and theory of Radar devices, case law, traffic and engineering surveys, FCC regulations, the California Vehicle Code and California case law as well as the test, set-up, operation and identification of erroneous readings.

3. Tyler Baker has demonstrated competence in test and set-up of the Radar device, in making accurate visual speed estimations and identifying erroneous reading in field settings.

4. Tyler Baker of ATD Traffic/NDS Data is hereby certified as having completed a course of instruction for the purposes of Radar operation for determining car counts and raw data for traffic and engineering surveys as our lined in sections 627, 21400, the 22350 series and the 40800 series of the California Vehicle Code, Chapter 8 of the former Cal Trans Manual and applicable sections of Chapter 2 of MUTCD issued January 13, 2012. This certification is awarded on the 6
th Day of April 2017.

Scott Miller

POST INSTRUCTOR

CERTIFICATE OF COMPLETION
THIS IS TO CERTIFY THAT –

1. Tam Truc Nguyen of ATD Traffic/NDS Data has successfully completed a Radar Operator course. This was based upon the national standards as outlined by the National Highway Traffic Safety Administration, and the California Highway Patrol radar manual, and the radar program of the Alameda County Sheriff’s Office. This instructor is Scott Miller, a deputy sheriff since 1995 and a California P.O.S.T. certified Radar and Laser Instructor since 2011.

2. Tam Truc Nguyen completed the classroom instruction and theory of Radar devices, case law, traffic and engineering surveys, FCC regulations, the California Vehicle Code and California case law as well as the test, set-up, operation and identification of erroneous readings.

3. Tam Truc Nguyen has demonstrated competence in test and set-up of the Radar device, in making accurate visual speed estimations and identifying erroneous reading in field settings.

4. Tam Truc Nguyen of ATD Traffic/NDS Data is hereby certified as having completed a course of instruction for the purposes of Radar operation for determining car counts and raw data for traffic and engineering surveys as our lined in sections 627, 21400, the 22350 series and the 40800 series of the California Vehicle Code, Chapter 8 of the former Cal Trans Manual and applicable sections of Chapter 2 of MUTCD issued January 13, 2012. This certification is awarded on the 6
th Day of April 2017.

Scott Miller

POST INSTRUCTOR

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APPENDIXD

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Newhall Avenue to Orchard Village Road
75 0
74 0
73 0 DATE: 4/2/2025 TIME START 13:00 TIME STOP: 14:00
72 0
71 0
70 0 SURVEY ADDRESS: 23312 Tristin Dr. (on 16th St)
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/school, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double-double yellow center lane, bike lanes, all-way STOP at Newhall 60 0 Avenue, multiple school crossings (Newhall Avenue and Orchard Village Road), 25 mph school 59 0 zone
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 5,200 SEGMENT LENGTH: 0.31
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 X 1 ACCIDENT RATE: 0.85 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 XX 2
46 X 1
45 X 1
44 X XXX 4 85TH %: 41 mph
43 X XXX 4 Justification for Proposed Speed Limit:
42 XXX X 4 50TH %: 37 mph
41 XXXXX XXXXX 10
40 XXX XXXXXXXX 11 15TH %: 31 mph
39 XXXXXXXXXX XXXXXXX 17 P
38 XX XXX 5 A AVERAGE SPEED: 36 mph
37 XXXXXXX XXXXX 12 C
36 XXXXXX XXXXX 11 E 10 MPH PACE: 33 - 42 mph
35 XX XXXXXX 8
34 XXXXX XXXXX 10 % IN PACE: 70%
33 XXX XXXXX 8
32 XX X 3 % OVER PACE: 9%
31 XXX XXXXXX 9
30 XX 2 % UNDER PACE: 21%
29 XX X 3
28 XX X 3
27 XX 2
26 X 1 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 XX X 3
24 XX 2
23 X 1
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
138
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Based on the 85th percentile speed,
bike lane, school, high pedestrian
activity and CVC 22358.6(b), it is
recommended to post the speed limit on
this se
gment at 35 mph.
16th Street
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 1 16NewOrc.xlsx.xls 12/10/2025
Avenue Navarre to Avenue Velarte
75 0
74 0
73 0 DATE: 4/16/2025 TIME START 9:00 TIME STOP: 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 23522 Platina Dr. (on Alta Madera Dr) 69 0
68 0 ROAD CONDITION: Very good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/park, on-street parking 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 2,000 SEGMENT LENGTH: 0.62
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 36 mph
43 X 1
42 0 50TH %: 32 mph
41 XX 2
40 XX 2 15TH %: 26 mph
39 X XXXXX 6
38 XX X 3 AVERAGE SPEED: 31 mph
37 XX X 3
36 XXXXX XXXXX 10 10 MPH PACE: 27 - 36 mph
35 XXXXXX XXXXX 11
34 XXXXXX XXXXX 11 % IN PACE: 70%
33 XXXXXX XXXXXXX 13 P
32 XX XXX 5 A % OVER PACE: 13%
31 XXXXXX XXXXX 11 C
30 XX XXX 5 E % UNDER PACE: 17%
29 XXXXXX X 7
28 XXXXX XX 7
27 XXXXX XXXXX 10
26 XXXXX XXX 8 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 XX 2
24 XX X 3
23 0
22 XX X 3 OBSERVED BY: NDS
21 XX 2
20 0
19 X 1 REVIEWED BY: Ruben Perales
18 X 1
17 X 1 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 X 1 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
129
DATE

GRAND TOTAL
Alta Madera Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
Justification for Proposed Speed Limit:

Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to post
the speed limit on this segment at 35 mph.

TRAFFIC No. 2838
Filename: 2 AltNavVel.xlsx.xls 12/10/2025
Constellation Road to Copper Hill Drive
75 0
74 0
73 0 DATE: 4/1/2025 TIME START 13:14 TIME STOP 15:14
72 0
71 0
70 0 SURVEY ADDRESS: 28283 Alta Vista Ave.
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/undeveloped, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, raised median with landscaping near Constellation Road, 60 0 double-double yellow center lane, curvilinear
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 6,900 SEGMENT LENGTH: 0.41
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.64 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 42 mph
43 XXXXXX XXXXX 11 P
42 XXXXXXXX XXXXXXXXX 17 A 50TH %: 40 mph Based on the 85th percentile speed, 41 XXXXXX XXXXXXXXX 15 C
40 XXXXXXXXXX XXXXXXXXXX 20 E 15TH %: 39 mph
39 XXXXXXXX XXXXXXXX 16
38 XXXXX XXXX 9 AVERAGE SPEED: 40 mph
37 XX 2
36 0 10 MPH PACE: 37 - 46 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 40
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
90 DATE
Alta Vista Avenue
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:
horizontal curvature and CVC 22358.6 (a),
it is recommended to post the speed limit
on this segment at 40 mph.

TRAFFIC No. 2838
Filename: 3 AltConCop.xlsx.xls 12/10/2025
Avenue Mentry to Avenue Tibbitts
75 0
74 0
73 0 DATE: 4/22/2025 TIME START 11:08 TIME STOP 13:03
72 0
71 0
70 0 SURVEY ADDRESS: 25021 Anza Dr.
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial, on-street parking
63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, all-way STOP at Avenue Hopkins, 2-way STOP at Avenue Scott, 60 0 curvilinear
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 3,000 SEGMENT LENGTH: 0.71
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.64 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 39 mph
43 0
42 0 50TH %: 37 mph
41 0
40 XXXXXX XXXXX 11 15TH %: 34 mph
39 XXXX XXXXXX 10 P
38 XXXXXXX XXXXXXXX 15 A AVERAGE SPEED: 37 mph
37 XXXXX XXXXXXXXX 14 C
36 XXXXXXXXX XXXXXXXX 17 E 10 MPH PACE: 33 - 42 mph
35 XXXXXXXXX XXXXXXX 16
34 XXXXXXX XXXXX 12 % IN PACE: 100%
33 XXX XX 5
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

GRAND TOTAL

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
Based on the 85th percentile speed and
at 35 mph.

CVC 22358.6 (c), it is recommended to
Anza Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

Justification for Proposed Speed Limit:
post the speed limit on this segment
TRAFFIC No. 2838
Filename: 4 AnzMenTib.xls 12/10/2025
Summit Place to McBean Parkway
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 11:00 TIME STOP 13:00
72 0
71 0
70 0 SURVEY ADDRESS: 24390 Mornington Dr. (on Arroyo Park Dr.) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, curvilinear 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 3,100 SEGMENT LENGTH: 0.87
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 2 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 1.02 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 X 1
45 0
44 0 85TH %: 38 mph
43 XX 2
42 XX 2 50TH %: 32 mph
41 X 1
40 XX X 3 15TH %: 25 mph
39 XX X 3
38 XXXXXX XX 8 AVERAGE SPEED: 32 mph
37 XXXXXX XXX 9
36 X XXX 4 10 MPH PACE: 29 - 38 mph
35 XX XXX 5 P
34 XXXXX XXXXX 10 A% I N P A C E : 62%
33 XXXXXXXXXXX XXX 14 C
32 XXXXXX X 7 E % OVER PACE: 9%
31 X XXXXXX 7
30 XX XXX 5 % UNDER PACE: 29%
29 XXXXX XXXXXXX 12
28 XX XX 4
27 XXXXX XX 7
26 X XXX 4 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 X XXXXXX 7
24 XXXXXXX 7
23 X XXX 4
22 X 1 OBSERVED BY: NDS
21 XX 2
20 XX 2
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
131
DATE

GRAND TOTAL
Arroyo Park Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
Justification for Proposed Speed Limit:

Based on the 85th percentile speed and
CVC 22358.6 (c), it is recommended to
post the speed limit on this segment
at 35mph.

TRAFFIC No. 2838
Filename: 5 ArrSumMcB.xlsx.xls 12/10/2025
McBean Parkway to Cortina Drive
75 0
74 0
73 0 DATE: 4/30/2025 TIME START 12:15 TIME STOP 12:40
72 0
71 0
70 0 SURVEY ADDRESS: 23848 Arroyo Park Dr.
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/retail, no on-street parking 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, two-way left turn lane 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 4,000 SEGMENT LENGTH: 0.13
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 2.63 acc/mvm EXPECTED RATE: 0.64 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 30 mph
43 0
42 0 50TH %: 27 mph
41 0
40 0 15TH %: 23 mph
39 0
38 0 AVERAGE SPEED: 27 mph
37 0
36 0 10 MPH PACE: 22 - 31 mph
35 X 1
34 0 % IN PACE: 87%
33 XXXX X 5
32 0 % OVER PACE: 6%
31 XX 2
30 XXXX XXXXXXX 11 % UNDER PACE: 7%
29 XXX XXXXX 8
28 X XXXXXXXXXX 11 P
27 XXXXXX XXXXXXXXXXXXXX 20 A
26 XX XXXXXXXX 10 C EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 30 25 XXXXXXXXXXXX XX 14 E
24 XX 2
23 XXXXX X 6
22 XXXXX 5 OBSERVED BY: NDS
21 XX 2
20 XX 2
19 0 REVIEWED BY: Ruben Perales
18 X 1
17 X 1 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 X 1 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
102
DATE
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommenmded to
post the speed limit on this segment at

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Arroyo Park Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

Justification for Proposed Speed Limit:
30 mph.

TRAFFIC No. 2838
Filename: 6 ArrMcBCor.xlsx.xls 12/10/2025
Whites Canyon Road to Ermine Street
75 0
74 0
73 0 DATE: 5/7/2025 TIME START 15:00 TIME STOP 16:00
72 0
71 0
70 0 SURVEY ADDRESS: 28155 Ashboro Dr.
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, on-street parking
63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline near Whites Canyon Road, undivided, 60 0 curvilinear, 25 mph near curve
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 4,400 SEGMENT LENGTH: 0.26
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 33 mph
43 X 1
42 0 50TH %: 29 mph
41 0
40 X 1 15TH %: 25 mph
39 X 1
38 0 AVERAGE SPEED: 29 mph
37 X 1
36 XX 2 10 MPH PACE: 25 - 34 mph
35 XX 2
34 XXX XXXXX 8 % IN PACE: 80%
33 XXX XXXXXX 9
32 XXXXXX XXX 9 % OVER PACE: 6%
31 XXXXXX XXXXXX 12 P
30 XXXXXXX XXXXXXXX 15 A % UNDER PACE: 14%
29 XXXXXXX XXXXXXXX 15 C
28 XXXXXXXX XXXXXXX 15 E
27 XXXXXXXXX XXX 12
26 XXXXXXX XXX 10 EXISTING SPEED LIMIT: 30 PROPOSED SPEED LIMIT: 30 25 XXX X 4
24 XX XX 4
23 XX X 3
22 XX X 3 OBSERVED BY: NDS
21 XX XX 4
20 X 1
19 XX XX 4 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
136
DATE
residential roadway, and CVC 22358.6(c),
it is recommended to post the speed limit
on this segment at 30 mph.

GRAND TOTAL
Justification for Proposed Speed Limit:

Based on the 85th percentile speed,
Ashboro Drive
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 7 AshWhiErm.xlsx.xls 12/10/2025
McBean Parkway to Alta Madera Drive
75 0
74 0
73 0 DATE: 4/16/2025 TIME START 11:00 TIME STOP 13:00
72 0
71 0
70 0 SURVEY ADDRESS: 25502 Via Jardin (on Avenue Velarte) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTIONResidential, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, two-way left turn lane east of Via Labrada, double yellow centerline west 60 0 of Via Labrada, curvilinear
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 7,400 SEGMENT LENGTH: 0.65
53 0
52 0
51 0
50 0 ACCIDENT HISTORY 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 X 1
45 X 1
44 X 1 85TH %: 38 mph
43 X 1
42 0 50TH %: 32 mph
41 0
40 XX XXXXX 7 15TH %: 27 mph
39 XXX XXX 6
38 X XXXXX 6 AVERAGE SPEED: 32 mph
37 XX XX 4
36 XXX 3 10 MPH PACE: 27 - 36 mph
35 XXXXX XXXXXX 11
34 X XXX 4 % IN PACE: 68%
33 XXXXXXXX XXXXX 13 P
32 XXXXX XXXXX 10 A % OVER PACE: 21%
31 XXXXXXXX XXXXX 13 C
30 XXXXX XXXXXX 11 E % UNDER PACE: 11%
29 XXXXX XXXXX 10
28 XXX XX 5
27 XX XXXXX 7
26 XX X 3 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 X XXX 4
24 XX 2
23 XX 2
22 X 1 OBSERVED BY: NDS
21 X 1
20 X 1
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
128
DATE
at 35 mph.

Based on the 85th percentile speed and
CVC 22358.6(c), it is recommended to

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

Avenue Navarre/Avenue Velarte
Justification for Proposed Speed Limit:
post the speed limit on this
TRAFFIC No. 2838
Filename: 8 NavMcBAlt.xls 12/10/2025
Copper Hill Drive to Tesoro Del Valle Road
75 0
74 0
73 0 DATE: 3/25/2025 TIME START 10:53 TIME STOP: 12:43 72 0
71 0
70 0 SURVEY ADDRESS: 440' n/o Rancho Tesoro
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction east of Duke Drive, 1 lane each direction west of Duke Drive, double-double 60 0 yellow center lane east of Mariscal Road, two-way left turn lane from Mariscal Road to Rio Ranch 59 0 Way, raised median and bike lanes with buffer zones west of Rio Ranch 58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 6,300 SEGMENT LENGTH: 0.87
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.64 acc/mvm 47 XX XXX 5
46 X XXX 4
45 XXXXXXX XXXXX 12
44 XXXXXX XXXXXXXX 14 P 85TH %: 45 mph
43 XXXXXXXXXX XXXXXXXX 18 A
42 XXXXXXXX XXXXXXXXX 17 C 50TH %: 43 mph
41 XXXXXX XXXXXXX 13 E
40 XXXXXX XXXXXX 12 15TH %: 40 mph CVC 22358.6(b), it is recommended to post 39 XXXXX XXXX 9 the speed limit on this segment at 40 mph. 38 X 1 AVERAGE SPEED: 43 mph
37 0
36 0 10 MPH PACE: 38 - 47 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 40
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
105
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:
lane, park, horizantal curvature and
Based on 85th percentile speed, existing bike
Avenida Rancho Tesoro
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 9 RanCopTes.xlsx.xls 12/11/2025
Tesoro Del Valle Road (E) to Tesoro Del Valle (W)
75 0
74 0
73 0 DATE: 4/29/2025 TIME START 11:00 TIME STOP: 13:00 72 0
71 0
70 0 SURVEY ADDRESS: 360' s/o Via Puerta
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, bike lanes with buffer zones 60 0
59 0
58 0 CONDITIONS NOT Curvilinear roadway
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 3,000 SEGMENT LENGTH: 2.28
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 2.39 acc/mvm 47 0
46 X 1
45 0
44 X 1 85TH %: 40 mph
43 XXX XXX 6
42 XXXXX XX 7 50TH %: 37 mph
41 XXX X 4
40 XXXXXX XXXXXXX 13 15TH %: 30 mph
39 XXXXXXX XXXXXXX 14 P
38 XXXXXXXX XXXXXXXXXXX 19 A AVERAGE SPEED: 36 mph
37 XXXXXX XXXXXXXX 14 C
36 XXXXXX XXXX 10 E 10 MPH PACE: 33 - 42 mph
35 XXXXX XXXXXXX 12
34 XXX XX 5 % IN PACE: 74%
33 XXXXX XXX 8
32 XX X 3 % OVER PACE: 6%
31 XX XX 4
30 XXX X 4 % UNDER PACE: 20%
29 X XXX 4
28 XX XX 4
27 XX XX 4
26 XX 2 EXISTING SPEED LIMIT: NP PROPOSED SPEED LIMIT: 35 25 XX X 3
24 0
23 0
22 X 1 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
143
DATE
CVC 22358.6(b), it is recommended to post
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)

VEHICLES SURVEYED
the speed limit on this segment at 35 mph

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Avenida Rancho Tesoro/Casa Luna PlaceROADWAY:

LOCATION:

Based on the 85th percentile speed, existing
bike lane, residential roadway, and
TRAFFIC No. 2838
Filename: 10 RanTesTes.xlsx.xls 12/11/2025
Lyons Avenue to Avenida Rondell
75 0
74 0
73 0 DATE: 4/16/2025 TIME START 11:10 TIME STOP 12:05
72 0
71 0
70 0 SURVEY ADDRESS: 25039 Avenida Rotella
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/park/school, no on-street parking ("No Stopping Any Time" and "No Parking Any 63 0 Time")
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, raised median with landscaping, curvilinear 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 3,800 SEGMENT LENGTH: 0.15
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 27 mph
43 0
42 0 50TH %: 23 mph
41 0
40 0 15TH %: 20 mph
39 0
38 0 AVERAGE SPEED: 23 mph
37 0
36 0 10 MPH PACE: 19 - 28 mph
35 0
34 0 % IN PACE: 89%
33 0
32 0 % OVER PACE: 5%
31 XX 2
30 XX 2 % UNDER PACE: 5%
29 XX 2
28 XX XXXXXX 8
27 XXXX XX 6
26 X XXXX 5 EXISTING SPEED LIMIT: 30 PROPOSED SPEED LIMIT: 25 25 XXXXXXX XXXXX 12 P
24 XXXX XXXXX 9 A
23 XXXXXX XXXXXXX 13 C
22 XXXXXXX XXXXXXXXXX 17 E OBSERVED BY: NDS
21 XXXXXX XXXXXX 12
20 XXX XXXXXXX 10
19 XXXXXX XXX 9 REVIEWED BY: Ruben Perales
18 XX X 3
17 X 1 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 XX 2 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
113
DATE
Justification for Proposed Speed Limit:

CVC 22358.6(a), it is recommended
Avenida Rotella
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
post the speed limit on this segment
at 25mph.

Based on the 85th percentile speed and

GRAND TOTAL
TRAFFIC No. 2838
Filename: 11 RotLyoRon.xls 12/10/2025
Avenue Hall to Rye Canyon Road
75 0
74 0
73 0 DATE: 3/25/2025 TIME START 13:18 TIME STOP 15:09
72 0
71 0
70 0 SURVEY ADDRESS: 28310 Avenue Crocker
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, single yellow dashed line, double yellow centerline near Avenue Hall and 60 0 Rye Canyon Road
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 5,000 SEGMENT LENGTH: 0.50
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 2 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 X 1 ACCIDENT RATE: 1.10 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 XX 2
45 0
44 XX 2 85TH %: 41 mph
43 X 1
42 XXX XX 5 50TH %: 37 mph
41 XXX XXX 6
40 XXXXXX XXX 9 15TH %: 33 mph
39 XXXXXX XXXX 10 P
38 XXXX XXXXXX 10 A AVERAGE SPEED: 37 mph
37 XXX XXXXX 8 C
36 XXXXX XXXX 9 E 10 MPH PACE: 33 - 42 mph
35 XXXXX XXXXXXX 12
34 XXXXX XXXX 9 % IN PACE: 83%
33 XX XXX 5
32 XX XX 4 % OVER PACE: 6%
31 X 1
30 XX X 3 % UNDER PACE: 11%
29 0
28 XX 2
27 0
26 0 EXISTING SPEED LIMIT: 40 PROPOSED SPEED LIMIT: 40
25 X 1
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

GRAND TOTAL
Avenue Crocker
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
Justification for Proposed Speed Limit:
post the speed limit on this segment
at 40mph.

Based on the 85th percentile speed, and
CVC 22358.6(a), it is recommended to
TRAFFIC No. 2838
Filename: 12 CroHalRye.xls 12/10/2025
Avenue Stanford to Avenue Crocker
75 0
74 0
73 0 DATE: 3/25/2025 TIME START 11:08 TIME STOP 13:08
72 0
71 0
70 0 SURVEY ADDRESS: 26140 Avenue Hall
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, single yellow dashed line, double yellow centerline near Avenue Stanford 60 0 and Avenue Crocker, curvilinear
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 2,000 SEGMENT LENGTH: 0.30
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 38 mph
43 X 1
42 XX 2 50TH %: 33 mph
41 X 1
40 XX XX 4 15TH %: 29 mph
39 X XXX 4
38 XX X 3 AVERAGE SPEED: 33 mph
37 XX XXXXX 7
36 XXX 3 10 MPH PACE: 29 - 38 mph
35 XXX XXXXX 8 P
34 XXXXX XXX 8 A% I N P A C E : 75%
33 XXXXXX XXX 9 C
32 XXXX XX 6 E % OVER PACE: 14%
31 XXXXX XXX 8
30 XXXX X 5 % UNDER PACE: 11%
29 XXX XX 5
28 XX 2
27 X 1
26 X 1 EXISTING SPEED LIMIT: 40 PROPOSED SPEED LIMIT: 35 25 XX 2
24 X 1
23 0
22 X 1 OBSERVED BY: NDS
21 0
20 X 1
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
83 DATE
Based on the 85th percentile speed, and
Justification for Proposed Speed Limit:

Avenue Hall
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
CVC 22358.6(c), it is recommended to
post the speed limit on this segment
at 35mph.

GRAND TOTAL
TRAFFIC No. 2838
Filename: 13 HalStaCro.xls 12/10/2025
Avenue Rockefeller to Avenue Stanford
75 0
74 0
73 0 DATE: 4/1/2025 TIME START 13:27 TIME STOP 14:35
72 0
71 0
70 0 SURVEY ADDRESS: 27739 Avenue Hopkins
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial, limited on-street parking ("No Stopping Anytime") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, two-way left turn lane south of Anza Drive, double yellow centerline north 60 0 of Anza Drive, multiple all-way STOP (Avenue Tibbitts and Anza Drive) 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 3,500 SEGMENT LENGTH: 0.60
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 X 1
44 X 1 85TH %: 39 mph
43 X 1
42 XX 2 50TH %: 33 mph
41 XX X 3
40 X XXXXX 6 15TH %: 27 mph
39 XX X 3
38 XX XX 4 AVERAGE SPEED: 33 mph
37 XX XXX 5
36 XX XXXXXXX 9 10 MPH PACE: 28 - 37 mph
35 XXXXX XX 7
34 XX X 3 P% I N P A C E : 61%
33 XXXXXX XXXX 10 A
32 XXX XXX 6 C % OVER PACE: 21%
31 XXXX XX 6 E
30 X 1 % UNDER PACE: 18%
29 XXX XXXXXX 9
28 XXX XX 5
27 XXX XX 5
26 XX X 3 EXISTING SPEED LIMIT: 40 PROPOSED SPEED LIMIT: 40 25 XX X 3
24 X 1
23 X 1
22 0 OBSERVED BY: NDS
21 XX 2
20 X 1
19 XX 2 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE
Avenue Hopkins
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
CVC 22358.6(a), it is recommended to
post the speed limit on this segment
at 40 mph.

GRAND TOTAL
Justification for Proposed Speed Limit:

Based on the 85th percentile speed and
TRAFFIC No. 2838
Filename: 14 HopRocSta.xls 12/10/2025
Avenue Scott to Avenue Mentry
75 0
74 0
73 0 DATE: 3/24/2025 TIME START 10:32 TIME STOP 11:56
72 0
71 0
70 0 SURVEY ADDRESS: 24994 Avenue Kearney
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial, on-street parking
63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, undivided
60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 2,000 SEGMENT LENGTH: 0.25
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 37 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 34 mph
41 0
40 0 15TH %: 32 mph
39 0
38 XXXX 4 AVERAGE SPEED: 34 mph
37 XXXXXXX XXXXX 12
36 XXXXXX XXXX 10 10 MPH PACE: 29 - 38 mph
35 XXXXXXXXX XXXXXXXXX 18 P
34 XXXXXXXXX XXXXXX 15 A% I N P A C E : 100%
33 XXXXXXX XXXXXXXXXX 17 C
32 XXXX XXXXXXX 11 E % OVER PACE: 0%
31 XXX XXXXX 8
30 XX 2 % UNDER PACE: 0%
29 XXX 3
28 0
27 0
26 0 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE
Avenue Kearney
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to
post the speed limit on this segment at
35mph.

TRAFFIC No. 2838
Filename: 15 KeaScoMen.xls 12/10/2025
Avenue Rockefeller to Avenue Kearny
75 0
74 0
73 0 DATE: 4/29/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 27750 Avenue Mentry
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline near Avenue Rockefeller, undivided 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 2,000 SEGMENT LENGTH: 0.38
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 32 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 28 mph
41 0
40 0 15TH %: 24 mph
39 0
38 XX 2 AVERAGE SPEED: 28 mph
37 0
36 XX XX 4 10 MPH PACE: 24 - 33 mph
35 XX 2
34 X 1 % IN PACE: 82%
33 XXXXX XXXXX 10
32 XXX XXX 6 % OVER PACE: 7%
31 XXXXX XXXXXXX 12
30 XXXXXXX XXXXX 12 P % UNDER PACE: 11%
29 XXXXXXX XXXXXXX 14 A
28 XXXXXXX XXXXXXX 14 C
27 XXXXXX XXXXX 11 E
26 XXXXXXX XXXXXX 13 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 30 25 XX XXXXXX 8
24 XXXXXX XXXXXX 12
23 XX XXXX 6
22 XX 2 OBSERVED BY: NDS
21 XX 2
20 XXX 3
19 XX 2 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
136
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to
post the speed limit on this segment
at 30 mph.

Avenue Mentry
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 16 MenRocKea.xls 12/10/2025
Avenue Mentry to Avenue Hopkins
75 0
74 0
73 0 DATE: 4/22/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 24811 Avenue Rockfeller
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial, on-street parking
63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline north of Avenue Scott, two-way left turn lane 60 0 south of Avenue Scott, curvilinear
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 3,000 SEGMENT LENGTH: 0.44
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 42 mph
43 0
42 XXXXXXXXX XXXXXXXXX 18 P 50TH %: 40 mph Based on the 85th percentile speed and 41 XXXXX XXXXXXX 12 A CVC 22358.6(a), it is recommended to 40 XXXXXXXXX XXXXXXXXXXXX 21 C 15TH %: 38 mph post the speed limit on this segment at 39 XXXXXXXXXX XXXXXXX 17 E 40 mph.
38 XXXXXX XXXXX 11 AVERAGE SPEED: 40 mph
37 XXXXXXX XXX 10
36 XX 2 10 MPH PACE: 36 - 45 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 40 PROPOSED SPEED LIMIT: 40
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
91 DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Avenue Rockefeller
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 17 RocMenHop.xls 12/10/2025
Rye Canyon Road to Avenue Tibbitts
75 0
74 0
73 0 DATE: 3/24/2025 TIME START 12:15 TIME STOP 13:45
72 0
71 0
70 0 SURVEY ADDRESS: 27800 Avenue Scott
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, raised median with landscaping, traffic signal at Avenue Stanford, bike 60 0 lanes, curvilinear
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 12,000 SEGMENT LENGTH: 0.61
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 XXXX XXXX 8 ACCIDENT RATE: 0.19 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 XXXXX XXXXXX 11
46 XXXXXX XXXXXXXX 14 P
45 XXXXXXX XXXXXXX 14 A
44 XXXXXXXXXX XXXXXXX 17 C 85TH %: 47 mph
43 XXXXXXX XXXXXXXXX 16 E Justification for Proposed Speed Limit:
42 XXXXXXXXX XXXXXXX 16 50TH %: 44 mph
41 XXXXX XXX 8
40 XX XX 4 15TH %: 42 mph
39 0
38 0 AVERAGE SPEED: 44 mph
37 0
36 0 10 MPH PACE: 40 - 49 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
108
DATE
Avenue Scott
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to
post the speed limit on this segment
at 45mph.

TRAFFIC No. 2838
Filename: 18 ScoRyeTib.xls 12/10/2025
Avenue Tibbitts to McBean Parkway
75 0
74 0
73 0 DATE: 4/1/2025 TIME START 10:08 TIME STOP 10:55
72 0
71 0
70 0 SURVEY ADDRESS: 27477 Avenue Scott
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial/residential, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, two-way left turn lane north of bridge crossing, double-double yellow 60 0 center lane between bridge crossing and Channel Lane, raised median with landscaping 59 0 south of Channel Lane, bike lanes, curvilinear
58 0 CONDITIONS NOT
57 X 1 READILY APPARENT:
56 0
55 X 1 AVERAGE
54 XX XX 4 DAILY TRAFFIC: 15,400 SEGMENT LENGTH: 0.58
53 XXX XXXXX 8
52 XXX X 4
51 XXX XXXXXX 9
50 XXXX XXXXXX 10 ACCIDENT HISTORY: 3 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXX XXXXXX 10
48 XXX XXXXXXXXX 12 P ACCIDENT RATE: 0.46 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 XXXXXXXXX XXXXXXXXXXX 20 A
46 XXXXXXX XXXXXXXXXXXXXX 21 C
45 XXXXXXXXXX XXXXXX 16 E
44 XXXXX XXXXXX 11 85TH %: 50 mph
43 XXXXXXXXXXX XXXXXXXX 19
42 XXXXXXXX XXXXXXXXX 17 50TH %: 45 mph
41 XXXX XXXX 8
40 XXXX XX 6 15TH %: 40 mph CVC 22358.6(b), it is recommended to 39 XXX 3 post the speed limit on this segment
38 XXXXX 5 AVERAGE SPEED: 45 mph at 45mph.
37 XX X 3
36 XXX 3 10 MPH PACE: 42 - 51 mph
35 XX XX 4
34 X 1 % IN PACE: 71%
33 XXX 3
32 XX 2 % OVER PACE: 9%
31 XXX 3
30 0 % UNDER PACE: 20%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
204
DATE
Avenue Scott
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Based on the 85th percentile speed, existing
bike lane, continuity of speed, and
TRAFFIC No. 2838
Filename: 19 ScoTibMcB.xls 12/10/2025
Vanderbilt Way to Rye Canyon Road
75 0
74 0
73 0 DATE: 4/1/2025 TIME START 13:20 TIME STOP 15:20
72 0
71 0
70 0 SURVEY ADDRESS: 28470 Avenue Stanford
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, two-way left turn lane, bike lane, curvilinear 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 7,200 SEGMENT LENGTH: 1.01
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.61 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 41 mph
43 0 Justification for Proposed Speed Limit:
42 XXXX 4 50TH %: 38 mph
41 XXXXXXX XXXXXX 13 P
40 XXXXXXXXX XXXXXXX 16 A 15TH %: 35 mph
39 XXXXX XXXXXXX 12 C
38 XXXXXXX XXXXXXXXXX 17 E AVERAGE SPEED: 38 mph
37 XXXXXXX XXXXX 12
36 XXXXXXXX XXXXXXXXX 17 10 MPH PACE: 35 - 44 mph
35 XXXXXXXXXX XXXXXXXXX 19
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 40
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
110
DATE
Avenue Stanford
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CVC 22358.6(a), it is recommended to
post the speed limit on this segment
at 40 mph.

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Based on the 85th percentile speed, existing
bike lane, on-street parking and
TRAFFIC No. 2838
Filename: 20 StaVanRye.xls 12/10/2025
Rye Canyon Road to Avenue Scott
75 0
74 0
73 0 DATE: 4/1/2025 TIME START 11:23 TIME STOP 11:53
72 0
71 0
70 0 SURVEY ADDRESS: 25412 Avenue Stanford
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, 30 mph curve near south end of segment, bike lanes, curvilinear 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 X 1
55 0 AVERAGE
54 0 DAILY TRAFFIC: 8,400 SEGMENT LENGTH: 0.82
53 X 1
52 0
51 X 1
50 X 1 ACCIDENT HISTORY: 2 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XX 2
48 X XXX 4 ACCIDENT RATE: 0.40 acc/mvm EXPECTED RATE: 0.61 acc/mvm 47 XXX XXXXXXX 10
46 X XXXX 5
45 X XXXX 5
44 XXX XXXXXX 9 P 85TH %: 47 mph
43 XXXXX XXX 8 A Justification for Proposed Speed Limit:
42 XXXXXX XXX 9 C 50TH %: 42 mph
41 XXXXX X 6 E
40 XX X 3 15TH %: 37 mph
39 XXXXXX XX 8
38 XX XXXX 6 AVERAGE SPEED: 42 mph
37 XXXXX X 6
36 XX X 3 10 MPH PACE: 38 - 47 mph
35 XXX X 4
34 XX 2 % IN PACE: 69%
33 XX 2
32 X 1 % OVER PACE: 10%
31 XX 2
30 X 1 % UNDER PACE: 21%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 40
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Based on the 85th percentile speed, existing
bike lane, on-street parking, conyinuity of
speed and CVC 22358.6(b), it is
recommended to post the speed limit on
this se
gment at 40 mph.

Avenue Stanford
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 21 StaRyeSco.xls 12/10/2025
Avenue Scott to End of Street
75 0
74 0
73 0 DATE: 3/24/2025 TIME START 9:00 TIME STOP 10:20
72 0
71 0
70 0 SURVEY ADDRESS: 25020 Avenue Stanford
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, undivided 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 3,600 SEGMENT LENGTH: 0.33
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 1.15 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 37 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 35 mph
41 0
40 0 15TH %: 32 mph
39 XX 2
38 XXXXXX XX 8 AVERAGE SPEED: 35 mph
37 XXXXXXX XXXXXX 13
36 XXXXXXXXXX XXXXX 15 P 10 MPH PACE: 30 - 39 mph
35 XXXXXXXXX XXXXXXXXX 18 A
34 XXXXXXX XXXXXXXXX 16 C% I N P A C E : 100%
33 XXXXX XXXXXXXX 13 E
32 XXXX XXXXXXX 11 % OVER PACE: 0%
31 XX XXXX 6
30 X 1 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
103
DATE

GRAND TOTAL
Avenue Stanford
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to
post the speed limit on this segment
at 35 mph.

TRAFFIC No. 2838
Filename: 22 StaScoEnd.xls 12/10/2025
Newhall Ranch Road to Avenue Scott
75 0
74 0
73 0 DATE: 4/1/2025 TIME START 9:00 TIME STOP 10:22
72 0
71 0
70 0 SURVEY ADDRESS: 24730 Avenue Tibbitts
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, raised median with landscaping, bike lanes with buffer zone 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 6,100 SEGMENT LENGTH: 0.44
53 0
52 0
51 XX 2
50 X 1 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XX 2
48 XX X 3 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 XX XX 4
46 XX X 3
45 XXXX X 5
44 XXX XX 5 85TH %: 44 mph
43 XXXXXX 6
42 XXXXXX XX 8 P 50TH %: 37 mph Based on the 85th percentile speed, existing 41 XXXXXXX XXXXXX 13 A bike lane and CVC 22358.6(c), it is 40 XXXXXXX XXXX 11 C 15TH %: 27 mph recommended to post the speed limit on 39 XX XXX 5 E this segment at 40mph.
38 XXXX XX 6 AVERAGE SPEED: 36 mph
37 XXXXXXX XXX 10
36 XXXXX X 6 10 MPH PACE: 36 - 45 mph
35 XX XX 4
34 XXXX X 5 % IN PACE: 47%
33 XXXXXX X 7
32 XX XXXX 6 % OVER PACE: 9%
31 XXXX XXX 7
30 XX X 3 % UNDER PACE: 43%
29 XX X 3
28 XX XX 4
27 XXX XXX 6
26 XXX 3 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 40 25 XX X 3
24 X 1
23 XX 2
22 XXX 3 OBSERVED BY: NDS
21 XXXXXX 6
20 XX 2
19 0 REVIEWED BY: Ruben Perales
18 XX 2
17 XX 2 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
159
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Avenue Tibbitts
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 23 TibNewSco.xls 12/10/2025
Avenue Scott to Anza Drive
75 0
74 0
73 0 DATE: 4/28/2025 TIME START 10:11 TIME STOP 12:14
72 0
71 0
70 0 SURVEY ADDRESS: 25221 Avenue Tibbitts
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, two-way left turn lane, all-way STOP at Avenue Hopkins, 60 0 bike lanes (except SB from Avenue Hopkins to Anza Drive) 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 3,000 SEGMENT LENGTH: 0.45
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 35 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 31 mph
41 X 1
40 0 15TH %: 28 mph
39 X 1
38 0 AVERAGE SPEED: 31 mph
37 0
36 XX X 3רר10 MPH PACE: 27 - 36 mph
35 XX X 3
34 XX 2 % IN PACE: 84%
33 XX XX 4 P
32 X XXX 4 A % OVER PACE: 5%
31 XXX 3 C
30 XXXXX 5 E % UNDER PACE: 11%
29 XXXX 4
28 XXX 3
27 X 1
26 X 1 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 X 1
24 0
23 0
22 X 1 OBSERVED BY: NDS
21 0
20 0
19 X 1 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
38 DATE

GRAND TOTAL
Avenue Tibbitts
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to
post the speed limit on this segment
at 35mph.

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 24 TibScoAnz.xls 12/10/2025
McBean Parkway to Parkwood Lane
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 9:52 TIME STOP 11:29
72 0
71 0
70 0 SURVEY ADDRESS: 27004 Waterside Ct (on Bridgeport Ln) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/school, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, small sections have raised medians, multiple roundabouts 60 0 (Edgewater Lane, Island Road (E), Island Road (W), Bayside Lane, Parkwood Lane), 59 0 25 mph school zone
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 3,000 SEGMENT LENGTH: 0.95
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 31 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 26 mph
41 0
40 0 15TH %: 22 mph
39 X 1
38 0 AVERAGE SPEED: 26 mph
37 0
36 XX X 3 10 MPH PACE: 22 - 31 mph
35 0
34 XX 2 % IN PACE: 71%
33 XX X 3
32 X XXX 4 % OVER PACE: 14%
31 XXXXX XX 7
30 XX X 3 % UNDER PACE: 14%
29 XXXXX X 6
28 XX XXX 5 P
27 XXX XX 5 A
26 XXXX XXXXX 9 C EXISTING SPEED LIMIT: 30 PROPOSED SPEED LIMIT: 30 25 XXXXX XXXXXX 11 E
24 XX XX 4
23 XX XXXXXXX 9
22 XXXX XX 6 OBSERVED BY: NDS
21 XXX 3
20 XX X 3
19 0 REVIEWED BY: Ruben Perales
18 XXX X 4
17 XX 2 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 X 1 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
91 DATE
at 30mph.

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Bridgeport Lane
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to
post the speed limit on this segment
TRAFFIC No. 2838
Filename: 25 BriMcBPar.xls 12/10/2025
Magic Mountain Parkway to Soledad Canyon Road
75 0
74 0
73 0 DATE: 4/15/2025 TIME START 11:00 TIME STOP 12:45
72 0
71 0
70 0 SURVEY ADDRESS: 26111 Bouquet Canyon Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial/retail, limited on-street parking ("No Stopping Any Time) 63 0
62 0
61 0 ROAD GEOMETRICS 3 lanes northbound, 2 lanes southbound, two-way left turn lane with small raised 60 0 median sections
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT High accident rate
56 X 1
55 0 AVERAGE
54 X 1 DAILY TRAFFIC: 36,000 SEGMENT LENGTH: 0.64
53 XX 2
52 XX XXXXXX 8
51 XXX XXXXXX 9
50 XXXXXXX XXXXXXXXXXX 18 ACCIDENT HISTORY: 21 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXX XXXXXX 9
48 XXXXX XXXXXXX 12 ACCIDENT RATE: 1.25 acc/mvm EXPECTED RATE: 0.87 acc/mvm 47 XXXXXXXXXX XXXXXXXXXXXXXXX 26
46 XXXXXXXXXXXXXXXXXXXXXXXXX 26
45 XXXXXXXXXXX XXXXXXXXXXXXXXX 26 P
44 XXXXXXXXXXXXXXXXXXXXXXXXX 26 A 85TH %: 48 mph
43 XXXXXXXX XXXXXXXXXXX 19 C Justification for Pro posed Speed Limit:
42 XXXXXXXXXX XXXXXXXX 18 E 50TH %: 43 mph Based on the 85th percentile speed and 41 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 31 CVC 22358.6(c), it is recommended to 40 XXXXXXXXXXXXX XXXXXXXXXX 23 15TH %: 37 mph post the speed limit on this segment 39 XXXXXXXXXX XXXXXXXXXXXXXXX 25 at 45 mph.
38 XXXXX XXXXXX 11 AVERAGE SPEED: 43 mph
37 XXXXXXXXXXX XXXXXXXXXX 21
36 XXXXXX XXXXX 11 10 MPH PACE: 39 - 48 mph
35 XXXXXX XXXXX 11
34 XX XX 4 % IN PACE: 67%
33 XXX X 4
32 X 1 % OVER PACE: 14%
31 X 1
30 X 1 % UNDER PACE: 19%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
345
DATE

GRAND TOTAL
Bouquet Canyon Road
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 26 BouMagSol.xls 12/10/2025
Soledad Canyon Road to Seco Canyon Road
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 11:10 TIME STOP 13:10
72 0
71 0
70 0 SURVEY ADDRESS: 26579 Bouquet Canyon Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Retail/residential, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 3 lanes each direction, raised median with landscaping, curvilinear, 60 0 bike lane (NB north of Espuella Drive)
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT High accident rate
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 57,000 SEGMENT LENGTH: 0.91
53 0
52 0
51 XXXX 4
50 XXXXXXXXX XXXXXXXXXX 19 ACCIDENT HISTORY: 23 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXXXXXXX XXXXXXXXXXX 21
48 XXXXXXXXXX XXXXXXXXXXX 21 P ACCIDENT RATE: 0.61 acc/mvm EXPECTED RATE: 0.87 acc/mvm 47 XXXXXXXXXXX XXXXXXXXXXXX 23 A
46 XXXXXXXXXXXXX XXXXXXXXXXXXX 26 C
45 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 37 E
44 XXXXXXXXXXX XXXXXXXXXXX 22 85TH %: 49 mph
43 XXXXXXXXXXX XXXXXXXXXX 21 Justification for Proposed Speed Limit:
42 XXXXXX 6 50TH %: 46 mph Based on the 85th percentile speed and 41 0 CVC 22358.6(c), it is recommended to
40 0 15TH %: 44 mph post the speed limit on this segment at 39 0 45 mph.
38 0 AVERAGE SPEED: 46 mph
37 0
36 0 10 MPH PACE: 42 - 51 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
200
DATE

GRAND TOTAL
Bouquet Canyon Road
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 27 BouSolSec.xls 12/10/2025
Seco Canyon Road to Alamogordo Road
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 13:18 TIME STOP 15:18
72 0
71 0
70 0
69 0
68 0
67 0
66 0
65 0
64 0
63 0
62 0
61 0
60 0
59 0
58 0
57 0
SURVEY ADDRESS: 2700 Bouquet Canyon Rd
ROAD CONDITION: Good
WEATHER: Clear
ROAD DESCRIPTION Residential/retail, limited on-street parking ("No Stopping Any Time") ROAD GEOMETRICS 2 lane NB, 3 lanes SB, raised median with landscaping, curvilinear, bike lanes NB

CONDITIONS NOT
READILY APPARENT:
56 0
55 XX 2 AVERAGE
54 XXXXXXXXX 9 DAILY TRAFFIC: 41,000 SEGMENT LENGTH: 0.41 53 XXXXXXXXXXXX XXXXX 17 P
52 XXXXXXXXXXXXX XXXXXXXXXXXXXX 27 A
51 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 41 C
50 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 43 E ACCIDENT HISTORY : 10 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXXXXXXXXXX XXXXXXXXXXXXXXX 29
48 XXXXXXXXX XXXXXXXXXXXXX 22 ACCIDENT RATE: 0.81 acc/mvm EXPECTED RATE: 0.87 acc/mvm 47 XXX XXXXXXX 10
46 0
45 0
44 0 85TH %: 53 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 50 mph
41 0
40 0 15TH %: 48 mph
39 0
38 0 AVERAGE SPEED: 50 mph
37 0
36 0 10 MPH PACE: 47 - 56 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 50 PROPOSED SPEED LIMIT: 50
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
200
DATE

GRAND TOTAL
Bouquet Canyon Road
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

Based on the 85th percentile speed and
CVC 22358.6(c), it is recommended to
post the speed limit on this segment
at 50 mph.

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 28 BouSecAla.xls 12/10/2025
Alamogordo Road to Urbandale Avenue
75 0
74 0
73 0 DATE: 4/3/2025 TIME START 10:00 TIME STOP 12:00
72 0
71 0
70 0 SURVEY ADDRESS: 27731 Bouquet Canyon Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/retail/park, no on-street parking ("No Stopping Any Time) 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, raised median with landscaping, bike lanes, curvilinear, 60 0 multiple school crossings (Centurion Way and Urbandale Avenue) 59 X 1
58 X 1 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 XX 2 AVERAGE
54 XX 2 DAILY TRAFFIC: 32,100 SEGMENT LENGTH: 1.37
53 0
52 XX XXX 5
51 XX XX 4
50 XXX XXXXXXXX 11 ACCIDENT HISTORY: 16 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXXXXXXXX XXXXXX 17
48 XXX XXX 6 ACCIDENT RATE: 0.50 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 XXXXXXXXXXXXX XXXXX 18רר
46 XXXXXX XXXXXXX 13
45 XXXXXXXXXXX XXXXXXXXXXX 22
44 XXXXXXX XXXXXXXXXXXX 19 P 85TH %: 49 mph
43 XXXXXXXX XXXXXXXXXXX 19 A Justification for Proposed Speed Limit:
42 XXX XXX 6 C5 0 T H % : 43 mph
41 X XXXXXX 7 E
40 XXXXXXXXXX XXX 13 15TH %: 36 mph
39 XXXXXX XXXXXX 12
38 XXXXXXXXXXXXX XXXXXXXXXXXX 25 AVERAGE SPEED: 42 mph
37 XXXXX XXXXXXX 12
36 XXX XXXXXX 9 10 MPH PACE: 38 - 47 mph
35 XX X 3
34 XX XXXXXXXX 10 % IN PACE: 59%
33 X XXXXX 6
32 XX X 3 % OVER PACE: 19%
31 XX XX 4
30 X 1 % UNDER PACE: 22%
29 XX 2
28 0
27 XX 2
26 XX X 3 EXISTING SPEED LIMIT: 50 PROPOSED SPEED LIMIT: 50 25 0
24 X 1
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
259
DATE

GRAND TOTAL
Bouquet Canyon Road
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to
post the speed on this segment at '50 mph.

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 29 BouAlaUrb.xls 12/10/2025
Urbandale Avenue to Steve Jon Street
75 0
74 0
73 0 DATE: 4/3/2025 TIME START 11:0 TIME STOP 13:00
72 0
71 0
70 0 SURVEY ADDRESS: 28132 Robin Ave (on Bouquet Canyon Rd) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/retail, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, raised median with landscaping, bike lanes, school crossing at 60 0 Urbandale Avenue, curvilinear
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 22,600 SEGMENT LENGTH: 0.78
53 X 1
52 X XXX 4
51 XXXXXX XXXXXX 12
50 XXXXXXXX XXXXXXXXXXXX 20 ACCIDENT HISTORY: 5 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXXXX XXXXXXXXXXXXXXX 22
48 XXXXX XXXXXXXXXXX 16 ACCIDENT RATE: 0.39 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 XXXXXXXXXXXX XXXXXXXXXXXX 24 P
46 XXXXXXXXXXXXX XXXXXXXX 21 A
45 XXXXXXXXXXXXXXXXXXXXXXXXXXXX 30 C
44 XXXXXXXXXXX XXXXXXX 18 E 85TH %: 49 mph
43 XXXXXXXX XXXXXXX 15 Justification for Proposed Speed Limit:
42 XXXXXXXXXXX XXXXXXX 18 50TH %: 45 mph
41 XXXXXXXXXXXX XXX 15
40 XXXXXXXX XXXXXXX 15 15TH %: 40 mph
39 XXXXXXX XX 9
38 XXXXXXX XXX 10 AVERAGE SPEED: 45 mph
37 XXXXXX X 7
36 XXXXXX 6 10 MPH PACE: 41 - 50 mph
35 XXX XX 5
34 0 % IN PACE: 74%
33 0
32 0 % OVER PACE: 6%
31 0
30 0 % UNDER PACE: 19%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 50 PROPOSED SPEED LIMIT: 50
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
268
DATE

GRAND TOTAL
Bouquet Canyon Road
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to
post the speed limit on this segment at
50 mph.

TRAFFIC No. 2838
Filename: 30 BouUrbSte.xls 12/10/2025
Steve Jon Street to Shadow Valley Lane
75 0
74 0
73 0 DATE: 4/3/2025 TIME START 13:00 TIME STOP 14:00
72 0
71 0
70 0 SURVEY ADDRESS: 28601 Bouquet Canyon Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/undeveloped, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, curvilinear 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 13,500 SEGMENT LENGTH: 1.00
53 X 1
52 XX 2
51 0
50 XXXXXX XXX 9 ACCIDENT HISTORY: 6 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXX XXXXX 10
48 XXXXXX XX 8 ACCIDENT RATE: 0.61 acc/mvm EXPECTED RATE: 0.61 acc/mvm 47 XXXXXXX XXXXX 12
46 XXX XXXXX 8
45 XXXXXXX XXXXXXXX 15
44 XXXXXXXX XXXXXX 14 P 85TH %: 48 mph
43 XXXXXX XXX 9 A
42 XXXXXXXXXX XXXXX 15 C5 0 T H % : 42 mph Based on the 85th percentile speed and 41 XX XXXXXX 8 E CVC 22358.6(c), it is recommended to
40 XXXXX XXXXX 10 15TH %: 37 mph post the speed limit on this segment at 39 XX XXXXXXX 9 45 mph.
38 XXXXXXX XXXXXX 13 AVERAGE SPEED: 42 mph
37 XXXXX XXXXXXX 12
36 XX XXX 5 10 MPH PACE: 38 - 47 mph
35 XXX XXXXX 8
34 XX X 3 % IN PACE: 63%
33 XXX X 4
32 0 % OVER PACE: 17%
31 0
30 XX 2 % UNDER PACE: 20%
29 0
28 X 1
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
178
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Bouquet Canyon Road
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 31 BouSteSha.xls 12/10/2025
I-5 to Creekside Drive
75 0
74 0
73 0 DATE: 4/23/2025 TIME START 15:00 TIME STOP 16:00
72 0
71 0
70 0 SURVEY ADDRESS: 23637 White Oak Ct (on Calgrove Blvd) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, no on-street parking ("No Stopping Any Time"), curvilinear 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, two-way left turn lane west of Whiley Canyon Road, double-double 60 0 yellow center lane east of Wiley Canyon Rd, bike lanes, curvilinear 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 6,500 SEGMENT LENGTH: 0.85
53 0
52 X 1
51 XX 2
50 XX 2 ACCIDENT HISTORY: 2 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XX X 3
48 XX 2 ACCIDENT RATE: 0.50 acc/mvm EXPECTED RATE: 0.61 acc/mvm 47 XXXXXXXX XXX 11
46 XXXXX XXXXXX 11
45 XXXXXXX XXXXXXX 14
44 XXXXXXX XXXXX 12 P 85TH %: 46 mph
43 XXXXXXX XXX 10 A
42 XXX XXXXX 8 C5 0 T H % : 42 mph Based on the 85th percentile speed and 41 XXXXXXX XXXXXX 13 E CVC 22358.6(a), it is recommended to 40 XXXXXX XXXXX 11 15TH %: 35 mph post the speed limit on this segment at 39 XXXXX XXX 8 45 mph.
38 XX XXX 5 AVERAGE SPEED: 41 mph
37 XXXXXX XXXXX 11
36 XX X 3 10 MPH PACE: 38 - 47 mph
35 XX 2
34 X XXX 4 % IN PACE: 68%
33 XX X 3
32 XXX 3 % OVER PACE: 7%
31 XX X 3
30 X 1 % UNDER PACE: 25%
29 XX 2
28 XX 2
27 X 1
26 X 1 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45 25 0
24 0
23 0
22 X 1 OBSERVED BY: NDS
21 0
20 X 1
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
151
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Calgrove Boulevard
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 32 CalI-5Cre.xls 12/10/2025
Orchard Village Road to Fedala Road
75 0
74 0
73 0 DATE: 5/6/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 25660 Dorado Dr (on Calle Arbor)
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/park, on-street parking 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, undivided
60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 1,000 SEGMENT LENGTH: 0.21
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 27 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 25 mph
41 0
40 0 15TH %: 23 mph
39 0
38 0 AVERAGE SPEED: 25 mph
37 0
36 0 10 MPH PACE: 21 - 30 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 XXX 3
28 XXX XXXX 7
27 XXX XXX 6 P
26 XXXXX XXXX 9 A EXISTING SPEED LIMIT: 30 PROPOSED SPEED LIMIT: 25 25 XXXXXX XXXX 10 C
24 XXXX XXXX 8 E
23 XXXXXXXXX XXX 12
22 XXX XXXXXX 9 OBSERVED BY: NDS
21 X 1
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
65 DATE
Based on the 85th percentile speed,
Calle Arbor
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
residential roadway, park and
CVC 22358.6(a), it is recommended to
post the speed limit on this segment
at 25 mph.

GRAND TOTAL
TRAFFIC No. 2838
Filename: 33 CalOrcFed.xls 12/10/2025
Soledad Canyon Road to Newhouse Street
75 0
74 0
73 0 DATE: 4/14/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 27413 Camp Plenty Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTIONResidential /commercial/school, limited on-street parking ("No Stopping 63 0 Any Time" and "No Parking Any Time")
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, multiple 3-way STOP (Calla Way and Stillmore 60 0 Street), school crossing at Stillmore Street
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 9,500 SEGMENT LENGTH: 0.51
53 0
52 0
51 0
50 0 ACCIDENT HISTORY 2 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.57 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 31 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 29 mph
41 0
40 0 15TH %: 26 mph
39 0
38 0 AVERAGE SPEED: 29 mph
37 0
36 0 10 MPH PACE: 25 - 34 mph
35 0
34 0 % IN PACE: 100%
33 0
32 XXX XXXXXX 9 % OVER PACE: 0%
31 XXX XXXXXX 9 P
30 XXXXX XXXXXXXX 13 A % UNDER PACE: 0%
29 XXXXXXXX XXXXXXX 15 C
28 XXXXXXXXXX XXXXXXX 17 E
27 XXXXXXX XXXX 11
26 XXXXXX XXXXXX 12 EXISTING SPEED LIMIT: 25 PROPOSED SPEED LIMIT: 25 25 XXXXXX 6
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
92 DATE
on this segment at 25mph.

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Camp Plenty Road
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

Based on the 85th percentile speed,
residential disctrict and CVC 22358.6(b),
it is recommended to post the speed limit
TRAFFIC No. 2838
Filename: 34 CamSolNew.xls 12/10/2025
Delight Street to Nadal Street
75 0
74 0
73 0 DATE: 4/14/2025 TIME START 11:10 TIME STOP 13:10
72 0
71 0
70 0 SURVEY ADDRESS: 27794 Camp Plenty Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/school, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow center line, multiple school crossings (Delight Street, 60 0 Fairweather Street, Cedarcreek Street, Four Oaks Street, Babington Street, Chadway Street, 59 0 and Nadal Street), 25 mph school zone
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 2,500 SEGMENT LENGTH: 0.31
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 30 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 27 mph
41 0
40 0 15TH %: 25 mph
39 0
38 0 AVERAGE SPEED: 27 mph
37 0
36 0 10 MPH PACE: 24 - 33 mph
35 0
34 0 % IN PACE: 100%
33 0
32 XX 2 % OVER PACE: 0%
31 XXX XXX 6
30 XXXXXX XXXXXX 12 P % UNDER PACE: 0%
29 XXXXXX XXXXXX 12 A
28 XXXXXX XXXXXXX 13 C
27 XXXXXXX XXXXXXXX 15 E
26 XXXXXXX XXXXXXXX 15 EXISTING SPEED LIMIT: 30 PROPOSED SPEED LIMIT: 30 25 XXXXXXXXX XXXXXXXX 17
24 XXXX XXXXXXX 11
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
103
DATE

GRAND TOTAL
Camp Plenty Road
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to
post the speed limit on this segment
at 30 mph.

TRAFFIC No. 2838
Filename: 35 CamDelNad.xls 12/10/2025
Jakes Way to Lost Canyon Road
75 0
74 0
73 0 DATE: 4/21/2025 TIME START 13:30 TIME STOP 15:30
72 0
71 0
70 0 SURVEY ADDRESS: 18309 Oakmont Dr (on Canyon Park Blvd) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, double-double yellow center lane, curvilinear, railroad crossing near 60 0 Jakes Way
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 6,000 SEGMENT LENGTH: 0.66
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.35 acc/mvm EXPECTED RATE: 0.64 acc/mvm 47 X 1
46 XXXXX XX 7
45 XXXXXXXXXXX XXXXXXXXXXX 22 P
44 XXXXXXXX XXXXXXXXXXX 19 A8 5 T H % : 45 mph
43 XXXXXXXXX XXXXXXXX 17 C Justification for Proposed Speed Limit:
42 XXXXXXXX XXXXXXXXX 17 E 50TH %: 43 mph
41 XXXXX XXXXX 10
40 XX XXX 5 15TH %: 41 mph
39 XX 2
38 0 AVERAGE SPEED: 43 mph
37 0
36 0 10 MPH PACE: 39 - 48 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

GRAND TOTAL
Canyon Park Boulevard
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to post
the speed limit on this segment at 45mph.

TRAFFIC No. 2838
Filename: 36 CanJakLos.xls 12/10/2025
Calla Way to Discovery Park Driveway (End of City Maintained Road) 75 0
74 0
73 0 DATE: 4/14/2025 TIME START 13:30 TIME STOP 15:30
72 0
71 0
70 0 SURVEY ADDRESS: Lonerock St (on Canyon View Dr.)
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, undivided, 20 mph curves, curvilinear 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 5,000 SEGMENT LENGTH: 0.28
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 40 mph
43 0
42 0 50TH %: 38 mph
41 XXXXXX XXXXXX 12
40 XXXXXXX XXXXXX 13 15TH %: 35 mph
39 XXXX XXXXXX 10 P
38 XXXXXXXX XXXXXX 14 A AVERAGE SPEED: 38 mph
37 XXXXXX XXXXX 11 C
36 XXXXXXX XXXXX 12 E 10 MPH PACE: 33 - 42 mph
35 XXXXXXX XXXXXXX 14
34 XXXXXXX 7 % IN PACE: 100%
33 XX 2
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
95 DATE
bike trail and CVC 22358.6(b), it is
recommended to post the speed limit on
this se
gment at 35mph.

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Based on the 85th percentile speed, existing
Canyon View Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 37 CanCalDis.xlsx.xls 12/11/2025
Arroyo Park Drive to Estaban Drive
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 10:06 TIME STOP 11:20
72 0
71 0
70 0 SURVEY ADDRESS: 23569 Carrizo Dr
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/school, on-street parking 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, school crossing at Adolfo Court, 25 mph school 60 0 zone
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 4,000 SEGMENT LENGTH: 0.51
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.67 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 34 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 30 mph
41 X 1
40 0 15TH %: 25 mph
39 XX 2
38 XXX 3 AVERAGE SPEED: 30 mph
37 X 1
36 XX 2 10 MPH PACE: 25 - 34 mph
35 XX 2
34 XXXX XXX 7 % IN PACE: 79%
33 XX XXXXXXXX 10
32 XXXX XXXXXX 10 % OVER PACE: 11%
31 XXXXXX XX 8 P
30 XX XXXX 6 A % UNDER PACE: 10%
29 XXXXXX X 7 C
28 XXXX XXX 7 E
27 XXX XXXX 7
26 XXXX XX 6 EXISTING SPEED LIMIT: 30 PROPOSED SPEED LIMIT: 30 25 XXXXXXX XXXX 11
24 XXX X 4
23 XX X 3
22 XX X 3 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

GRAND TOTAL
Carrizo Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
Based on the 85th percentile speed and
CVC 22358.6(c), it is recommended to post
the speed limit on this segment at 30mph.

TRAFFIC No. 2838
Filename: 38 CarArrEst.xls 12/10/2025
Golden Triangle Road to Ferry Court
75 0
74 0
73 0 DATE: 3/26/2025 TIME START 11:59 TIME STOP 12:43
72 0
71 0
70 0 SURVEY ADDRESS: 26435 Summit Cir (on Centre Pointe Pkwy) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial/school, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, two-way left turn lane, bike lanes, 25 mph school zone, curvilinear 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 8,000 SEGMENT LENGTH: 0.50
53 0
52 0
51 X 1
50 XXX 3 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 X 1
48 XXX 3 ACCIDENT RATE: 0.34 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 XX XX 4
46 X XXXXXX 7
45 XX X 3
44 XX 2 85TH %: 46 mph
43 XXX XX 5 Justification for Proposed Speed Limit:
42 XX XXXXXXX 9 50TH %: 41 mph
41 XXXXXXXXXX XXXX 14
40 XXXXX XXXXXX 11 P 15TH %: 36 mph
39 XXXXXXX X 8 A
38 XXXXX XXX 8 C AVERAGE SPEED: 41 mph
37 XX X 3 E
36 XXXXX X 6 10 MPH PACE: 34 - 43 mph
35 XXX X 4
34 X XXX 4 % IN PACE: 72%
33 XX 2
32 XX 2 % OVER PACE: 24%
31 0
30 0 % UNDER PACE: 4%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 40 PROPOSED SPEED LIMIT: 40
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE
Based on the 85th percentile speed, existing
Centre Pointe Parkway
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
bike lane, continuity of speed and
CVC 22358.6(b), it is recommended to post
the speed limit on this segment at 40mph.

GRAND TOTAL
TRAFFIC No. 2838
Filename: 39 CenGolFer.xls 12/10/2025
Ferry Court to Golden Valley Road
75 0
74 0
73 0 DATE: 3/26/2025 TIME START 10:55 TIME STOP 11:55
72 0
71 0
70 0 SURVEY ADDRESS: 21140 Centre Pointe Pkwy
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, two-way left turn lane, bike lanes 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 10,000 SEGMENT LENGTH: 0.43
53 X 1
52 XX 2
51 X 1
50 XX 2 ACCIDENT HISTORY: 2 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 X 1
48 X 1 ACCIDENT RATE: 0.64 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 X 1
45 XX 2
44 XXX XXXXXX 9 85TH %: 44 mph
43 X XXX 4 Justification for Proposed Speed Limit:
42 XXXXX XXXX 9 50TH %: 39 mph
41 XXXXXXXXX 9 P
40 XXXX XXX 7 A1 5 T H % : 33 mph
39 XXXXXX XXXX 10 C
38 XXX XXX 6 E AVERAGE SPEED: 39 mph
37 XXXXXX X 7
36 XXXXXX XX 8 10 MPH PACE: 35 - 44 mph
35 XX X 3
34 XXXXX XX 7 % IN PACE: 67%
33 XX XXXX 6
32 XX XXX 5 % OVER PACE: 10%
31 XX X 3
30 X 1 % UNDER PACE: 22%
29 X 1
28 0
27 0
26 0 EXISTING SPEED LIMIT: 40 PROPOSED SPEED LIMIT: 40
25 X 1
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
107
DATE

GRAND TOTAL
Centre Pointe Parkway
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
Based on the 85th percentile speed, existing
bike lane, continuity of speed and
CVC 22358.6(c), it is recommended to post
the speed limit on this segment at 40mph.

TRAFFIC No. 2838
Filename: 40 CenFerGol.xls 12/10/2025
Golden Valley Road to Ruether Avenue
75 0
74 0
73 0 DATE: 3/26/2025 TIME START 9:03 TIME STOP 9:34
72 0
71 0
70 0 SURVEY ADDRESS: 20858 Centre Pointe Pkwy
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial/recreation, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, two-way left turn lane, bike lanes 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 11,500 SEGMENT LENGTH: 0.21
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.57 acc/mvm EXPECTED RATE: 0.64 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 35 mph
43 X 1
42 0 50TH %: 31 mph
41 0
40 X 1 15TH %: 25 mph the speed limit on this segment at 35 mph. 39 X 1
38 X 1 AVERAGE SPEED: 30 mph
37 XX X 3
36 XX X 3 10 MPH PACE: 27 - 36 mph
35 XXXXX XXX 8
34 XXXX XX 6 % IN PACE: 72%
33 XXX XXXXXX 9 P
32 XXXX XXXXXXXX 12 A % OVER PACE: 7%
31 XXXXX XXXXX 10 C
30 XXX XXXX 7 E % UNDER PACE: 21%
29 XXXXX XX 7
28 X XXXX 5
27 XXX XX 5
26 XX X 3 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 XXXX XXX 7
24 XXX 3
23 XX 2
22 XX X 3 OBSERVED BY: NDS
21 X 1
20 X 1
19 X 1 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE
Centre Pointe Parkway
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
CVC 22358.6(a), it is recommended to post

GRAND TOTAL
Justification for Proposed Speed Limit:

Based on the 85th percentile speed and
TRAFFIC No. 2838
Filename: 41 CenGolRue.xls 12/10/2025
Shangri-La Drive to Nathan Hill Road
75 0
74 0
73 0 DATE: 3/25/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 18641 Nathan Hill Rd (on Charmaine Wy) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, on-street parking
63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 1,200 SEGMENT LENGTH: 0.12
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 33 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 28 mph
41 0
40 0 15TH %: 24 mph
39 0
38 0 AVERAGE SPEED: 28 mph
37 0
36 X 1 10 MPH PACE: 25 - 34 mph
35 XX 2
34 XX 2 % IN PACE: 79%
33 XXX XXX 6
32 0 % OVER PACE: 5%
31 XX XXXXXX 8 P
30 XXX 3 A % UNDER PACE: 16%
29 XXX X 4 C
28 XXX XX 5 E
27 XXX XXXX 7
26 XXXX XXXXXX 10 EXISTING SPEED LIMIT: 30 PROPOSED SPEED LIMIT: 30 25 XX X 3
24 X 1
23 X XXX 4
22 X 1 OBSERVED BY: NDS
21 XXX 3
20 0
19 0 REVIEWED BY: Ruben Perales
18 X 1
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
61 DATE

GRAND TOTAL
Charmaine Way
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

Based on the 85th percentile speed and
CVC 22358.6(c), it is recommended to post
the speed limit on this segment at 30 mph.

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 42 ChaShaNat.xls 12/10/2025
Valencia Boulevard to Bouquet Canyon Road
75 0
74 0
73 0 DATE: 4/29/2025 TIME START 13:35 TIME STOP 15:30
72 0
71 0
70 0 SURVEY ADDRESS: 23414 Cinema Dr
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial/retail, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, two-way left turn lane, bike lanes, curvilinear 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 6,000 SEGMENT LENGTH: 0.35
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.65 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 27 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 24 mph
41 0
40 0 15TH %: 18 mph
39 0
38 0 AVERAGE SPEED: 23 mph
37 0
36 0 10 MPH PACE: 20 - 29 mph
35 0
34 0 % IN PACE: 76%
33 0
32 0 % OVER PACE: 3%
31 X 1
30 XX 2 % UNDER PACE: 20%
29 XXX XXX 6
28 XXXX X 5
27 XXXX XX 6
26 XX 2 P EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 30 25 XXXXXXXXXXX XXXXXXX 18 A
24 XXXXXXXXX XXXXXXX 16 C
23 XX 2 E
22 XX XX 4 OBSERVED BY: NDS
21 XX XXX 5
20 X XXXXXX 7
19 XXXX 4 REVIEWED BY: Ruben Perales
18 XXX X 4
17 XXXXXX 6 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 XX X 3 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 XX 2
93 DATE
Based on the 85th percentile speed, existing
bike lane, shopping center traffic, and
CVC 22358.6(a), it is recommended to post
the speed limit on this segment at 30 mph.

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Cinema Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 43 CinValBou.xls 12/10/2025
Valencia Boulevard to Magic Mountain Parkway
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 13:40 TIME STOP 14:10
72 0
71 0
70 0 SURVEY ADDRESS: 26349 Citrus St
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial/fire station/court house, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, double yellow centerline 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 5,000 SEGMENT LENGTH: 0.29
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 2 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 1.89 acc/mvm EXPECTED RATE: 0.66 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 33 mph
43 X 1
42 0 50TH %: 29 mph Based on the 85th percentile speed, high 41 0 accident rate, mall traffic and
40 XX 2 15TH %: 23 mph CVC 22358.6(c), it is recommended to post 39 0 the speed limit on this segment at 30 mph.
38 X 1 AVERAGE SPEED: 29 mph
37 XX 2
36 XX X 3 10 MPH PACE: 23 - 32 mph
35 X XXX 4
34 XX 2 % IN PACE: 68%
33 X XXX 4
32 XXXX XXXX 8 % OVER PACE: 19%
31 XXX XX 5
30 XX XXX 5 % UNDER PACE: 13%
29 XXXXXXX XXXXXX 13 P
28 XXXXX XXXXXX 11 A
27 XXX XX 5 C
26 XXXXX X 6 E EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 30 25 XXX XXX 6
24 X XXX 4
23 XXX XX 5
22 XXX XX 5 OBSERVED BY: NDS
21 XXX XXX 6
20 XX 2
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Citrus Street
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 44 CitValMag.xls 12/10/2025
Kelly Johnson Parkway to Hercules Street
75 0
74 0
73 0 DATE: 4/1/2025 TIME START 11:08 TIME STOP 13:08
72 0
71 0
70 0 SURVEY ADDRESS: 28308 Constellation Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, two-way left turn lane, bike lanes, curvilinear 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 4,000 SEGMENT LENGTH: 0.52
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 XXXX 4 P ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 XXXXX XXXXXXX 12 A
46 XXXXXXXXXX XXXXXXXX 18 C
45 XXXXXXXXXX XXXXXXXXXX 20 E
44 XXXXXXXX XXXXXXXX 16 85TH %: 47 mph
43 XXXX XXXXXXX 11 Justification for Proposed Speed Limit:
42 XXXXX XXXX 9 50TH %: 45 mph
41 0
40 0 15TH %: 43 mph
39 0
38 0 AVERAGE SPEED: 45 mph
37 0
36 0 10 MPH PACE: 42 - 51 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
90 DATE

GRAND TOTAL
Constellation Road
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to
post the speed limit on this segment
at 45mph.

TRAFFIC No. 2838
Filename: 45 ConKelHer.xls 12/10/2025
Newhall Ranch Road to Decoro Drive
75 0
74 0
73 0 DATE: 4/2/2025 TIME START 13:30 TIME STOP 15:30
72 0
71 0
70 0 SURVEY ADDRESS: 28164 Smyth Dr (on Copper Hill Dr) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/commercial, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 4 lanes each direction (3 lanes each direction near E end of segment), raised median with 60 0 landscaping, bike path, curvilinear
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 40,000 SEGMENT LENGTH: 0.55
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 3 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0 P
48 XXXXXXXXXX XXXXXXXXX 19 A ACCIDENT RATE: 0.19 acc/mvm EXPECTED RATE: 0.87 acc/mvm 47 XXXXXXXXXXX XXXXXXXXXXX 22 C
46 XXXXXXXXXXXXX XXXXXXXXXXXXXXX 31 E
45 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 47
44 XXXXXXXXXXXXXXXXXXXXXXXXXXXXX 31 85TH %: 47 mph
43 XXXXXXXXXXXX XXXXXXXXXXXXX 25 Justification for Proposed Speed Limit:
42 0 50TH %: 45 mph
41 0
40 0 15TH %: 43 mph
39 0
38 0 AVERAGE SPEED: 45 mph
37 0
36 0 10 MPH PACE: 43 - 52 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 50 PROPOSED SPEED LIMIT: 50
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
175
DATE
Based on the 85th percentile speed and
Copper Hill Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
CVC 22358.6(a), it is recommended to
post the speed limit on this segment at
50mph.

GRAND TOTAL
TRAFFIC No. 2838
Filename: 46 CopNewDec.xls 12/10/2025
Decoro Drive to McBean Parkway
75 0
74 0
73 0 DATE: 3/25/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 24438 Copper Hill Dr
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/commercial/fire station, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 3 lanes each direction (2 WB lanes near McBean Parkway), raised median with landscaping, 60 0 school crossing at Hills Drive (S), multiple traffic signals (Camino Del Arte Drive, Fire Station, 59 0 Hills Drive (S), Hills Drive (N), Rio Norte Drive, and Avenida Rancho Tesoro), curvilinear 58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 XXXXXXXX XXXXXXX 15 DAILY TRAFFIC: 28,000 SEGMENT LENGTH: 1.85 53 XXXXXXXXXXXX XXXXXXXXXXX 23
52 XXXXXXXXX XXXXXXXXXXXX 21 P
51 XXXXXXXXXXX XXXXXXXXXXXXXXX 31 A
50 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 48 C ACCIDENT HISTORY : 10 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXXXXXXXXXXXXXXXXXXXXXXXXX 33 E
48 XXXXXXXXXXXXXXXXXXXXXXXXXX 27 ACCIDENT RATE: 0.26 acc/mvm EXPECTED RATE: 0.87 acc/mvm 47 XXXXXXXXXX 10
46 XXXXXXXXXXXXX 13
45 0
44 0 85TH %: 53 mph
43 0
42 0 50TH %: 50 mph Based on the 85th percentile speed and 41 0 CVC 22358.6(c), it is recommended to post
40 0 15TH %: 48 mph the speed limit on this segment at 50mph. 39 0
38 0 AVERAGE SPEED: 50 mph
37 0
36 0 10 MPH PACE: 46 - 55 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 50 PROPOSED SPEED LIMIT: 50
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
221
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Copper Hill Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 47 CopDecMcB.xls 12/10/2025
McBean Parkway to Seco Canyon Road
75 0
74 0
73 0 DATE: 3/25/2025 TIME START 13:20 TIME STOP 15:20
72 0
71 0
70 0 SURVEY ADDRESS: 28053 Tupelo Ridge Dr (on Copper Hill Dr) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes eastbound, 3 lanes westbound, double-double yellow center lane, raised median with 60 0 landscaping, curvilinear
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 XXXXXXXXXX XXXXXXXXXX 20 P DAILY TRAFFIC: 30,000 SEGMENT LENGTH: 0.91 53 XXXXXXXXXXXX XXXXXXXXXXXX 24 A
52 XXXXXXXXXXXXXX XXXXXXXXXXXXXX 28 C
51 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 40 E
50 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 50 ACCIDENT HISTORY: 4 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 30
48 XXXXXXXXXXX XXXXXXXXXXX 22 ACCIDENT RATE: 0.20 acc/mvm EXPECTED RATE: 0.87 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 53 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 51 mph
41 0
40 0 15TH %: 49 mph
39 0
38 0 AVERAGE SPEED: 51 mph
37 0
36 0 10 MPH PACE: 48 - 57 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 50 PROPOSED SPEED LIMIT: 50
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
214
DATE

GRAND TOTAL
Copper Hill Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

Based on the 85th percentile speed and
CVC 22358.6(c), it is recommended to post
the speed limit on this segment at 50mph.

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 48 CopMcBSec.xls 12/10/2025
Seco Canyon Road to Haskell Canyon Road
75 0
74 0
73 0 DATE: 3/26/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 22413 Copper Hill Dr
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, bike lanes, curvilinear, two-way left turn lane west of Courtland Way, 60 0 double-double yellow center lane east of Courtland Way 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 17,600 SEGMENT LENGTH: 1.33
53 0
52 0
51 XXXX 4
50 XXXXXXXXXXX XXXXXXX 18 P ACCIDENT HISTORY : 5 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXXXXXXXX XXXXXXXXXX 21 A
48 XXXXXXXXXXXXXXXXXXXXXXXXXX 26 C ACCIDENT RATE: 0.29 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 36 E
46 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 39
45 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 37
44 XXXXXXXX XXXXXXXXXXX 19 85TH %: 49 mph
43 0
42 0 50TH %: 47 mph Based on the 85th percentile speed and 41 0 CVC 22358.6(c), it is recommended to post
40 0 15TH %: 45 mph the speed limit on this segment at 45mph. 39 0
38 0 AVERAGE SPEED: 47 mph
37 0
36 0 10 MPH PACE: 44 - 53 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
200
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Copper Hill Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 49 CopSecHas.xls 12/10/2025
Haskell Canyon Road to Buckhorn Lane
75 0
74 0
73 0 DATE: 4/3/2025 TIME START 12:00 TIME STOP 14:00
72 0
71 0
70 0 SURVEY ADDRESS: 21168 Lone Star Wy (on Copper Hill Dr) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTIONResidential/park, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction (1 lane EB east of park), curvilinear, double-double yellow center lane 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 XX 2 AVERAGE
54 XX 2 DAILY TRAFFIC: 10,000 SEGMENT LENGTH: 0.55
53 XX X 3
52 XX 2
51 X 1
50 XXXXXX 6 ACCIDENT HISTORY 3 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 X XXX 4
48 XXXXXX XXX 9 ACCIDENT RATE: 0.75 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 XXXXX XXXXXX 11
46 XX XXX 5
45 XXXXXXXXXX XXXXXXXXXXX 21 P
44 XXXXXX XXXXXXXXXXXXXXX 22 A8 5 T H % : 48 mph
43 XXXXXXX XXX 10 C
42 XXXXXX XXXXX 11 E 50TH %: 44 mph Based on the 85th percentile speed and 41 XXXXX XXXXX 10 CVC 22358.6(c), it is recommended to post 40 XX XXXXX 7 15TH %: 39 mph the speed limit on this segment at 45 mph. 39 XXX XX 5
38 XXX X 4 AVERAGE SPEED: 44 mph
37 XXX XXX 6
36 XXXXXXX 7 10 MPH PACE: 39 - 48 mph
35 XXX 3
34 X 1 % IN PACE: 72%
33 0
32 XX 2 % OVER PACE: 13%
31 0
30 0 % UNDER PACE: 15%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
154
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Copper Hill Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 50 CopHasBuc.xls 12/10/2025
Buckhorn Lane to David Way
75 0
74 0
73 0 DATE: 4/3/2025 TIME START 14:00 TIME STOP 16:00
72 0
71 0
70 0 SURVEY ADDRESS: 20713 Dan Ct (on Copper Hill Dr)
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, two-way left turn lane west of Benz Road, double-double yellow center 60 0 lane and double yellow centerline east of Benz Road, curvilinear 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 X 1 DAILY TRAFFIC: 6,900 SEGMENT LENGTH: 0.70
53 0
52 XX X 3
51 0
50 XXX XX 5 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XX 2
48 XXXXX XX 7 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.61 acc/mvm 47 XXXXXX XXX 9
46 XXX X 4
45 XXXX XXXXXXXX 12 P
44 XXXXXXX XXXXX 12 A 85TH %: 47 mph
43 XX XXXXX 7 C
42 XXXXXXXXXX XXXXXX 16 E 50TH %: 42 mph Based on the 85th percentile speed and 41 XXXXXXX XXX 10 CVC 22358.6(a), it is recommeded to post 40 XXXXX XXXXX 10 15TH %: 36 mph the speed limit on this segment at 45mph. 39 XXXXXX XXXXXX 12
38 XX 2 AVERAGE SPEED: 42 mph
37 XXX XXXXXX 9
36 XX X 3 10 MPH PACE: 39 - 48 mph
35 XX XXXXX 7
34 XX 2 % IN PACE: 69%
33 XX X 3
32 XX 2 % OVER PACE: 8%
31 X 1
30 XX 2 % UNDER PACE: 23%
29 X 1
28 0
27 X 1
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
143
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Copper Hill Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 51 CopBucDav.xls 12/10/2025
Arroyo Park Drive to Alta Madera Road
75 0
74 0
73 0 DATE: 4/30/2025 TIME START 12:56 TIME STOP 13:36
72 0
71 0
70 0 SURVEY ADDRESS: 25860 McBean Pkwy (on Cortina Dr)
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, curvilinear 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 2,000 SEGMENT LENGTH: 0.36
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 X 1
46 X 1
45 0
44 0 85TH %: 35 mph
43 0 Justification for Proposed Speed Limit:
42 X 1 50TH %: 31 mph
41 X 1
40 XX 2 15TH %: 26 mph
39 X 1
38 X 1 AVERAGE SPEED: 31 mph
37 X 1
36 XX XXX 5 10 MPH PACE: 25 - 34 mph
35 XX 2
34 XXXXX XX 7 % IN PACE: 79%
33 XXXXXX XXX 9
32 XXXXXX XXXXXX 12 % OVER PACE: 16%
31 XXX XXXXX 8 P
30 XXX XXX 6 A % UNDER PACE: 5%
29 XXXXXXX XXXXX 12 C
28 XXXXXX XXXXXX 12 E
27 XX 2
26 XX XXXX 6 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 XXX XX 5
24 X 1
23 XX 2
22 X 1 OBSERVED BY: NDS
21 X 1
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

GRAND TOTAL
Cortina Drive
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommeded to post
the speed limit on this segment at 35mph.

TRAFFIC No. 2838
Filename: 52 CorArrAlt.xls 12/10/2025
McBean Parkway to Auto Center Drive
75 0
74 0
73 0 DATE: 4/1/2025 TIME START 9:00 TIME STOP 9:50
72 0
71 0
70 0 SURVEY ADDRESS: 24230 Creekside Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, two-way left turn lane, curvilinear 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 15,500 SEGMENT LENGTH: 0.34
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 3 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.78 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 X 1
45 X 1
44 0 85TH %: 35 mph
43 XX 2
42 0 50TH %: 31 mph
41 X 1
40 XX 2 15TH %: 26 mph
39 0 is recommended to post the speed limit
38 XXXX XXXXX 9 AVERAGE SPEED: 31 mph at 30mph.
37 XX X 3
36 XXXXX XXXX 9 10 MPH PACE: 27 - 36 mph
35 XXX XXXXXXX 10
34 XXXX XXXXX 9 % IN PACE: 75%
33 XXXXXXXXXXXXXX XXXXXXXXXXX 25 P
32 XXXXXXXXXXX XXXXXXXXX 20 A % OVER PACE: 9%
31 XXXXXXX XXXXXXXXXXXXX 20 C
30 XXXXXXXXX XXXXXXX 16 E % UNDER PACE: 16%
29 XXXXXX XXXXXXXXX 15
28 XXXXXX XXXXXXXXXXX 17
27 XXXXXXXXXXX XXXXX 16
26 XXXX XXXX 8 EXISTING SPEED LIMIT: 30 PROPOSED SPEED LIMIT: 30 25 XXXXXXX X 8
24 X XXX 4
23 XXXXX 5
22 XX X 3 OBSERVED BY: NDS
21 XX X 3
20 XX 2
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
209
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Based on the 85th percentile speed, on
street parking, shopping center traffic, high
pedestrian activity and CVC 22358.6(b), it
Creekside Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 53 CreMcBAut.xls 12/10/2025
Seco Canyon Road to Vista Delgado Drive
75 0
74 0
73 0 DATE: 4/2/2025 TIME START 11:10 TIME STOP 13:10
72 0
71 0
70 0 SURVEY ADDRESS: 22822 Decoro Dr
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/school, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, double yellow centerline, multiple school crossings (Seco Canyon Road 60 0 and Vista Delgado Drive), bike lane (EB from Vista Delgado Drive to Rio Garza Drive) 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 12,000 SEGMENT LENGTH: 0.12
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.66 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 27 mph
43 0
42 0 50TH %: 25 mph Based on the 85th percentile speed, school 41 0 and residential areas, on street parking
40 0 15TH %: 23 mph and CVC 22358.6(a), it is recommended 39 0 to post the speed limit on this segment
38 0 AVERAGE SPEED: 25 mph at 30 mph.
37 0
36 0 10 MPH PACE: 22 - 31 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 0
28 XXXXXXX 7 P
27 XXXXXXXX XXXXXX 14 A
26 XXXXXXX XXXXXXXXX 16 C EXISTING SPEED LIMIT: 30 PROPOSED SPEED LIMIT: 30 25 XXXXXXXXXXX XXXXXXXXXXX 22 E
24 XXXXXXXXXX XXXXXXXXX 19
23 XXXXXXXXX XXXXX 14
22 XXXXX XXX 8 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Decoro Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 54 DecSecVis.xls 12/10/2025
Vista Delgado Drive to McBean Parkway
75 0
74 0
73 0 DATE: 4/2/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 23260 Cuestport Dr (on Decoro Dr)
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/school, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, two-way left turn lane, double-double yellow center lane, bike lanes, 60 0 multiple traffic signals (Hillsborough Parkway and Grandview Drive), speed feedback sign on 59 0 EB side, curvilinear
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 16,000 SEGMENT LENGTH: 1.03
53 0
52 0
51 0
50 XX 2 ACCIDENT HISTORY: 2 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXX XXX 8
48 XXXXXXXXXX XXXXXX 16 ACCIDENT RATE: 0.17 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 XXXXXX XXXXXXXXXX 16
46 XXXXXXXXXX XXXXXXX 17
45 XXXXXXXXX XXXXXXXXXX 19 P
44 XXXXXXXXX XXXXXXXXXX 19 A8 5 T H % : 47 mph
43 XXXXXXXXXX XXXXXXXXXX 20 C Justification for Proposed Speed Limit:
42 XXXXXXXX XXXXXXXXXX 18 E 50TH %: 44 mph
41 XXXXXXXXXX XXXXXXXXXXX 21
40 XXXXXXXXXXX XXXXXXXXX 20 15TH %: 40 mph
39 XXXXXXXXX XXX 12
38 XXXXX 5 AVERAGE SPEED: 44 mph
37 X 1
36 0 10 MPH PACE: 39 - 48 mph
35 0
34 0 % IN PACE: 92%
33 0
32 0 % OVER PACE: 5%
31 0
30 0 % UNDER PACE: 3%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
194
DATE

GRAND TOTAL
Decoro Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to post
the speed limit on this segment at 45mph.

TRAFFIC No. 2838
Filename: 55 DecVisMcB.xls 12/10/2025
McBean Parkway to Copper Hill Drive
75 0
74 0
73 0 DATE: 3/26/2025 TIME START 10:55 TIME STOP 11:30
72 0
71 0
70 0 SURVEY ADDRESS: 23941 Decoro Dr
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/school, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, raised median with landscaping, double-double yellow center lane, 60 0 multiple traffic signals (Sunny Creek Drive and Dickason Drive), 25 mph school zone, 59 0 curvilinear, bike lanes
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 13,000 SEGMENT LENGTH: 0.92
53 0
52 0
51 XX 2
50 X 1 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 X 1
48 XX 2 ACCIDENT RATE: 0.11 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 XXX 3
46 XXXXXX XXXXX 11
45 XX X 3
44 XXXXX 5 85TH %: 46 mph
43 X 1 Justification for Proposed Speed Limit:
42 X XXXX 5 50TH %: 37 mph
41 XX 2
40 XX XX 4 15TH %: 29 mph
39 XX XXXXX 7
38 X 1 AVERAGE SPEED: 37 mph
37 X XXXXX 6 P
36 0 A 10 MPH PACE: 31 - 40 mph
35 XXXXXX XX 8 C
34 XX XX 4 E% I N P A C E : 46%
33 XX 2
32 XXXXXX XXX 9 % OVER PACE: 36%
31 XXXXX 5
30 XX 2 % UNDER PACE: 18%
29 XX 2
28 0
27 0
26 XX XXX 5 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45 25 XX 2
24 XX X 3
23 X 1
22 0 OBSERVED BY: NDS
21 XX 2
20 X 1
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE
Based on the 85th percentile speed and
Decoro Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
CVC 22358.6(a), it is recommended to post
the speed limit on this segment at 45 mph.

GRAND TOTAL
TRAFFIC No. 2838
Filename: 56 DecMcBCop.xls 12/10/2025
Summit Place to McBean Parkway
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 13:00 TIME STOP 15:00
72 0
71 0
70 0 SURVEY ADDRESS: 24434 St Denis Ct (on Del Monte Dr) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, curvilinear 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 3,100 SEGMENT LENGTH: 1.12
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 3 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 1.18 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 XX 2
44 0 85TH %: 38 mph
43 X 1 Justification for Proposed Speed Limit:
42 X 1 50TH %: 34 mph
41 XX 2
40 XXX X 4 15TH %: 29 mph
39 XXXXXXXXXX XX 12
38 XXXXXX XXXXXXX 13 AVERAGE SPEED: 34 mph
37 XXXXXX XX 8
36 XXXXXX XXXXX 11 P 10 MPH PACE: 30 - 39 mph
35 XXXXXXXXXX XXXXXXX 17 A
34 XXXXXXX XX 9 C% I N P A C E : 76%
33 XXXXXXXXXXXX XXXXXXX 19 E
32 XXXXX XX 7 % OVER PACE: 7%
31 XXX XXXXX 8
30 XXX XXXXXX 9 % UNDER PACE: 17%
29 XX XXXXXX 8
28 XX X 3
27 X XXXXX 6
26 X 1 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 XX 2
24 XX 2
23 X 1
22 XXX 3 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
149
DATE

GRAND TOTAL
Del Monte Drive
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

Based on the 85th percentile speed and
CVC 22358.6(c), it is recommended to post
the speed limit on this segment at 35 mph.

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 57 DelSumMcB.xls 12/10/2025
McBean Parkway to Estaban Drive
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 13:10 TIME STOP 13:40
72 0
71 0
70 0 SURVEY ADDRESS: 23705 Del Monte Dr
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/commercial, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, curvilinear 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 4,000 SEGMENT LENGTH: 0.78
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 X 1 ACCIDENT RATE: 0.44 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 X 1
46 0
45 X 1
44 0 85TH %: 40 mph
43 XX 2
42 XX X 3 50TH %: 35 mph Based on the 85th percentile speed, on 41 XXX 3 street parking, residential area and
40 XXXXX 5 15TH %: 28 mph CVC 22358.6(b), it is recommended to 39 X XXXX 5 post the speed limit on this segment
38 XXX XX 5 AVERAGE SPEED: 34 mph at 35 mph.
37 XXXXX XX 7 P
36 XX XXXXXXX 9 A 10 MPH PACE: 31 - 40 mph
35 XXXXXXX XXX 10 C
34 XXX X 4 E% I N P A C E : 63%
33 XXXX 4
32 XX XXX 5 % OVER PACE: 11%
31 XXXX XXXXX 9
30 XX 2 % UNDER PACE: 26%
29 XXX XXX 6
28 XXX XX 5
27 XXXX X 5
26 X 1 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 XXX XXX 6
24 X 1
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Del Monte Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 58 DelMcBEst.xls 12/10/2025
Valle Del Oro to Matthew Place
75 0
74 0
73 0 DATE: 10/16/2025 TIME START 10:42 TIME STOP: 11:57 72 0
71 0
70 0 SURVEY ADDRESS: 21501 Deputy Jake Dr.
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, on-street parking with a segment of no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, horizontal curve, vertical curve, undivided, part of segment with raised 60 0 center median, and double yellow centerline
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 2,000 SEGMENT LENGTH: 0.33
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 31 mph
43 0
42 0 50TH %: 27 mph Based on the 85th percentile speed, school 41 0 and residential areas, on street parking and
40 0 15TH %: 24 mph CVC 22358.6 (b), it is recommended to post 39 0 the speed limit on this segment at 25 mph.
38 0 AVERAGE SPEED: 27 mph
37 0
36 0 10 MPH PACE: 23 - 32 mph
35 XX 2
34 XX X 3 % IN PACE: 87%
33 XX 2
32 XX XXXXXX 8 % OVER PACE: 7%
31 XXXXX XXXX 9
30 XX 2 % UNDER PACE: 6%
29 XXXXXX XXXXXXX 13 P
28 XXX XXXX 7 A
27 XXXXX XXXXX 10 C
26 XXXXXX XXXX 10 E EXISTING SPEED LIMIT: NP PROPOSED SPEED LIMIT: 25 25 XXXXXXXXXX XXXXX 15
24 XXXXXXX XXXX 11
23 XX X 3
22 XX 2 OBSERVED BY: Ruben Perales
21 XXX 3
20 0
19 X 1 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
101
DATE
Deputy Jake Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

TRAFFIC No. 2838
Filename: 59 DepJakMat.xlsx.xls 12/11/2025
Newhall Ranch Road to Decoro Drive
75 0
74 0
73 0 DATE: 3/26/2025 TIME START 10:12 TIME STOP 10:55
72 0
71 0
70 0 SURVEY ADDRESS: 27720 Dickason Dr
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial/school, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, raised median, 25 mph school zone, traffic signal and school 60 0 crossing at Smyth Drive
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 11,700 SEGMENT LENGTH: 0.58
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 3 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.61 acc/mvm EXPECTED RATE: 0.64 acc/mvm 47 0
46 0
45 X 1
44 0 85TH %: 37 mph
43 0
42 0 50TH %: 30 mph Based on the 85th percentile speed, school 41 X 1 area, shopping center traffic and
40 XX XX 4 15TH %: 27 mph CVC 22358.6(a), it is recommended to post 39 X 1 the speed limit on this segment at 35 mph.
38 XX XX 4 AVERAGE SPEED: 31 mph
37 XXXX 4
36 X 1 10 MPH PACE: 27 - 36 mph
35 XXXXX XXXXXXX 12
34 XX 2 % IN PACE: 76%
33 XX XXXXX 7 P
32 XX X 3 A % OVER PACE: 15%
31 XXX 3 C
30 XXXX X 5 E % UNDER PACE: 9%
29 XXXX XX 6
28 XXXXXXXXX XXXXXXXXXXXXXXX 30
27 XX XXXXX 7
26 X 1 EXISTING SPEED LIMIT: 40 PROPOSED SPEED LIMIT: 35 25 X 1
24 X 1
23 XXXXX 5
22 X 1 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Dickason Drive
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 60 DicNewDec.xls 12/10/2025
Ivy Lane to Leonard Tree Lane
75 0
74 0
73 0 DATE: 3/24/2025 TIME START 9:27 TIME STOP 11:11
72 0
71 0
70 0 SURVEY ADDRESS: 21243 Bottletree Ln (on Dockweiler Dr) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, raised median 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 5,000 SEGMENT LENGTH: 0.39
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.70 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 XX 2
46 X 1
45 0
44 XX 2 85TH %: 42 mph
43 XX 2
42 X XXXXXXXX 9 50TH %: 37 mph Based on the 85th percentile speed, on 41 X XXXXXX 7 street parking, residential area and
40 XXX X 4 15TH %: 32 mph CVC 22358.6(b), it is recommended to post 39 XXXX XX 6 P the speed limit on this segment at 35 mph. 38 XXXX XXXXXXX 11 A AVERAGE SPEED: 36 mph
37 XXXXXX XXX 9 C
36 XXXXXXXX X 9 E 10 MPH PACE: 33 - 42 mph
35 XX X 3
34 XXX XXXX 7 % IN PACE: 72%
33 XXXXX XX 7
32 XX XXXXX 7 % OVER PACE: 7%
31 XXXX 4
30 X 1 % UNDER PACE: 21%
29 X 1
28 XX 2
27 XX X 3
26 XX 2 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 X 1
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Dockweiler Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 61 DocIvyLeo.xls 12/10/2025
Sierra Highway to Ivy Lane
75 0
74 0
73 0 DATE: 3/24/2025 TIME START 9:24 TIME STOP 11:07
72 0
71 0
70 0 SURVEY ADDRESS: 22701 Dockweiler Dr
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, two-way left turn lane, bike lanes, vertical upward slope in WB direction 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 6,500 SEGMENT LENGTH: 0.48
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 X 1 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 X 1
46 X 1
45 XX X 3
44 XXX XXX 6 85TH %: 43 mph
43 X XXXXX 6
42 XX XXXXXX 8 50TH %: 39 mph Based on the 85th percentile speed, existing 41 XXXXX XX 7 P bike lane, lane drop and CVC 22358.6(c), 40 XXXX XX 6 A1 5 T H % : 33 mph it is recommended to post the speed limit 39 XXXXX XXXXXX 11 C on this segment at 40 mph.
38 XX XXXXX 7 E AVERAGE SPEED: 38 mph
37 XXX XXX 6
36 XXXXX XX 7 10 MPH PACE: 35 - 44 mph
35 XXXXXXXX X 9
34 XX X 3 % IN PACE: 73%
33 XXX X 4
32 XXX 3 % OVER PACE: 6%
31 XXXX X 5
30 X 1 % UNDER PACE: 21%
29 X 1
28 X 1
27 0
26 XX 2 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 40 25 X 1
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Dockweiler Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 62 DocSieIvy.xls 12/10/2025
Estaban Drive to Del Monte Drive
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 11:25 TIME STOP 13:05
72 0
71 0
70 0 SURVEY ADDRESS: 26102 Alejandro Dr (on El Paseo Dr) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, curvilinear 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 2,000 SEGMENT LENGTH: 0.68
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 1.01 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 35 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 30 mph
41 0
40 X 1 15TH %: 26 mph
39 XX 2
38 X 1 AVERAGE SPEED: 30 mph
37 XX 2
36 XXXX XXXX 8 10 MPH PACE: 24 - 33 mph
35 XXX 3
34 XXXX XX 6 % IN PACE: 76%
33 XX XXXXX 7
32 XX XXXX 6 % OVER PACE: 23%
31 XXXXXXXXX XXX 12
30 XXX XXXXXX 9 P % UNDER PACE: 1%
29 XXXX 4 A
28 XXXX XXX 7 C
27 XXX XXXX 7 E
26 XXXXXXXXXX X 11 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 XX XXXX 6
24 XXXXX XX 7
23 0
22 X 1 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

GRAND TOTAL
El Paseo Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to post
the speed limit on this segment at 35 mph.

TRAFFIC No. 2838
Filename: 63 ElPEstDel.xls 12/10/2025
McBean Parkway to Hillsborough Parkway
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 11:56 TIME STOP 12:46
72 0
71 0
70 0 SURVEY ADDRESS: 23721 Cameron Ct (on Fairview Dr)
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, limited on-street parking 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline west of Grandview Drive, undivided east of 60 0 Grandview Drive, curvilinear, all-way STOP at Grandview 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 4,000 SEGMENT LENGTH: 0.60
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 XX 2
46 0
45 XX 2
44 X 1 85TH %: 39 mph
43 X 1
42 XXX 3 50TH %: 35 mph Based on the 85th percentile speed and 41 X 1 CVC 22358.6(c), it is recommended to post
40 XX XX 4 15TH %: 28 mph the speed limit on this segment at 35 mph. 39 XX XXXXXXX 9
38 XX XXX 5 AVERAGE SPEED: 34 mph
37 XXXXX XXXXXX 11
36 XXXX XXX 7 P 10 MPH PACE: 30 - 39 mph
35 XXX X 4 A
34 XXXXX XXXXX 10 C% I N P A C E : 65%
33 XXXX XX 6 E
32 XX X 3 % OVER PACE: 14%
31 XXXX X 5
30 XXXX X 5 % UNDER PACE: 21%
29 XXXX 4
28 XX X 3
27 XX XXX 5
26 X 1 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 XX 2
24 XX 2
23 X 1
22 X 1 OBSERVED BY: NDS
21 X 1
20 X 1
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Fairview Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 64 FaiMcBHil.xls 12/10/2025
Jakes Way to Sandy Drive
75 0
74 0
73 0 DATE: 5/1/2025 TIME START 10:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 27340 Fahren Ct
69 0
68 0 ROAD CONDITION: Fair
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, on-street parking
63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, no median, curvilinear 60 0
59 0
58 0 CONDITIONS NOT Street sign says "Fahren Ln" at S end, but "Fahren Ct" at N end. 57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 2,000 SEGMENT LENGTH: 0.18
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 27 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 22 mph
41 0
40 0 15TH %: 19 mph
39 0
38 0 AVERAGE SPEED: 23 mph
37 0
36 0 10 MPH PACE: 18 - 27 mph
35 0
34 0 % IN PACE: 84%
33 0
32 0 % OVER PACE: 9%
31 X 1
30 XX X 3 % UNDER PACE: 7%
29 XX X 3
28 X XXXX 5
27 XXX XXXXXX 9
26 XXXXX XXXXX 10 EXISTING SPEED LIMIT: 25 PROPOSED SPEED LIMIT: 25 25 XXX XXXXXX 9
24 XXXXX XXXXX 10 P
23 XXXXXXX XXXXXXXX 15 A
22 XXXXXXX XXXXXXX 14 C OBSERVED BY: NDS
21 XXXXXXXX XXXXXX 14 E
20 XXXXXX XXXXXXX 13
19 XXXXXXX XXXXX 12 REVIEWED BY: Ruben Perales
18 XXXXXX XX 8
17 XXX XX 5 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 XX XX 4 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
135
DATE

GRAND TOTAL
Fahren Court
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to post
the speed limit on this segment at 25 mph.

TRAFFIC No. 2838
Filename: 65 FahJakSan.xls 12/10/2025
Golden Valley Road to Celadon Court
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 20668 Caden Ct (on Five Knolls Dr) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, curvilinear 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 2,800 SEGMENT LENGTH: 0.16
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 29 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 27 mph
41 0
40 0 15TH %: 24 mph
39 0
38 0 AVERAGE SPEED: 26 mph
37 0
36 0 10 MPH PACE: 22 - 31 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 XXXXXXX XXXX 11 % UNDER PACE: 0%
29 XXXXXX XXXXX 11
28 XXXXXXX XXXXXX 13 P
27 XXXXXXXX XXXXXXXX 16 A
26 XXXX XXXXXXX 11 C EXISTING SPEED LIMIT: 30 PROPOSED SPEED LIMIT: 25 25 XXXXXXXX XXXXXX 14 E
24 XXXXXXX XXXXXXX 14
23 XX XXXXX 7
22 XX X 3 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE
recommended to post the speed limit on
this segment at 25 mph.

GRAND TOTAL
Five Knolls Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
Based on the 85th percentile speed,
residential area, and CVC 22358.6(c), it is
TRAFFIC No. 2838
Filename: 66 FivGolCel.xls 12/10/2025
Jason Drive to Canyon Park Boulevard
75 0
74 0
73 0 DATE: 5/1/2025 TIME START 9:00 TIME STOP 10:00
72 0
71 0
70 0 SURVEY ADDRESS: 18215 Flynn Dr
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, on-street parking
63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, undivided, curvilinear 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 2,000 SEGMENT LENGTH: 0.31
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 2.21 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 28 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 23 mph
41 0
40 0 15TH %: 19 mph
39 0
38 0 AVERAGE SPEED: 23 mph
37 0
36 0 10 MPH PACE: 18 - 27 mph
35 0
34 0 % IN PACE: 80%
33 X 1
32 XX XX 4 % OVER PACE: 18%
31 XX X 3
30 XX XXX 5 % UNDER PACE: 2%
29 XX XX 4
28 XXXXX XX 7
27 XXXXXX X 7
26 XXXXXXX XXXXX 12 EXISTING SPEED LIMIT: 25 PROPOSED SPEED LIMIT: 25 25 XXXXX XXXXX 10
24 XXX XXXXXX 9 P
23 XX XXXXXXXX 10 A
22 XXXXX XXXXXXX 12 C OBSERVED BY: NDS
21 XXXXX XXXXXXX 12 E
20 XXXXXXX XXXXXXX 14
19 XXXXXXXX XXX 11 REVIEWED BY: Ruben Perales
18 XXXXX XXXXX 10
17 XX 2 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 X 1 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
134
DATE
recommended to post the speed limit on
this segment at 25 mph.

GRAND TOTAL
Flynn Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
Based on the 85th percentile speed, high
accident rate and CVC 22358.6(c), it is
TRAFFIC No. 2838
Filename: 67 FlyJasCan.xls 12/10/2025
Soledad Canyon Road to Santa Clara Street
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 26935 Furnivall Ave
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, undivided, curb and sidewalk only in small sections 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 2,000 SEGMENT LENGTH: 0.29
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 2 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 4.72 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 27 mph
43 0
42 0 50TH %: 23 mph Based on the 85th percentile speed, high 41 0 accident rate and CVC 22358.6(a), it is
40 0 15TH %: 17 mph recommeded to post the speed limit on 39 0 this segment at 25mph.
38 0 AVERAGE SPEED: 23 mph
37 0
36 0 10 MPH PACE: 18 - 27 mph
35 0
34 0 % IN PACE: 66%
33 X 1
32 0 % OVER PACE: 13%
31 0
30 XXX 3 % UNDER PACE: 21%
29 X 1
28 0
27 XXX 3
26 XX X 3 EXISTING SPEED LIMIT: 25 PROPOSED SPEED LIMIT: 25 25 XXX XX 5
24 XX 2 P
23 X 1 A
22 X 1 C OBSERVED BY: NDS
21 XX XX 4 E
20 XX 2
19 XX X 3 REVIEWED BY: Ruben Perales
18 X 1
17 XX 2 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 XX X 3 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 XXX 3
38 DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Furnivall Avenue
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 68 FurSolSan.xls 12/10/2025
Valencia Boulevard to Del Monte Drive
75 0
74 0
73 0 DATE: 4/30/2025 TIME START 10:05 TIME STOP 12:05
72 0
71 0
70 0 SURVEY ADDRESS: 24450 Stonechart Ct (on Goldcrest Dr) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, on-street parking
63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, curvilinear 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 2,000 SEGMENT LENGTH: 0.40
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 X 1 85TH %: 39 mph
43 XX X 3 Justification for Proposed Speed Limit:
42 XXX 3 50TH %: 34 mph
41 X 1
40 X 1 15TH %: 27 mph
39 XXXXXX X 7
38 XX X 3 AVERAGE SPEED: 33 mph
37 XXXXXX 6
36 XXXXXXX X 8 P 10 MPH PACE: 30 - 39 mph
35 XX XXXX 6 A
34 XXXX XXXXXXX 11 C% I N P A C E : 67%
33 XXXXX XXXX 9 E
32 XX XXXX 6 % OVER PACE: 9%
31 X XXXXX 6
30 XXX XX 5 % UNDER PACE: 24%
29 XX XXX 5
28 0
27 X XXXX 5
26 X XXXX 5 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 XX 2
24 XX 2
23 0
22 XX 2 OBSERVED BY: NDS
21 X 1
20 X 1
19 X 1 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

GRAND TOTAL
Goldcrest Drive
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

Based on the 85th percentile speed and
CVC 22358.6(c), it is recommeded to post
the speed limit on this segment at 35 mph.

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 69 GolValDel.xls 12/10/2025
Centre Pointe Parkway to Golden Oak Road
75 0
74 0
73 0 DATE: 3/26/2025 TIME START 12:56 TIME STOP 13:32
72 0
71 0
70 0 SURVEY ADDRESS: 21648 Golden Triangle Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial/industrial, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, two-way left turn lane, bike lanes, train tracks run parallel to segment on 60 0 WB side
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 6,800 SEGMENT LENGTH: 0.13
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 1.55 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 33 mph
43 0
42 0 50TH %: 29 mph Based on the 85th percentile speed and 41 0 CVC 22358.6(c), it is recommended to post
40 X 1 15TH %: 25 mph the speed limit on this segment at 30 mph. 39 0
38 XX 2 AVERAGE SPEED: 29 mph
37 XXX 3
36 XX 2 10 MPH PACE: 24 - 33 mph
35 X 1
34 X XXX 4 % IN PACE: 81%
33 X XXXXXXXX 9
32 XX XXXXXX 8 % OVER PACE: 13%
31 XXXXXX XXXXX 11
30 XXXXX XXX 8 P % UNDER PACE: 6%
29 XX 2 A
28 XXXXXXXX XXXXX 13 C
27 XX XXXXXX 8 E
26 XXXXXX XXX 9 EXISTING SPEED LIMIT: 30 PROPOSED SPEED LIMIT: 30 25 XXXXXX 6
24 XXXXXXX 7
23 XX 2
22 XX 2 OBSERVED BY: NDS
21 XX 2
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Golden Triangle Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 70 GolCenGol.xls 12/10/2025
Golden Oak Road to Ruether Avenue
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 13:18 TIME STOP 15:18
72 0
71 0
70 0 SURVEY ADDRESS: 20800 Golden Triangle Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, two-way left turn lane (part of segment is double-double yellow center 60 0 lane), bike route
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 8,000 SEGMENT LENGTH: 0.89
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 2 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 X 1 ACCIDENT RATE: 0.38 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 XXXX 4
46 XXX XXXXXXXX 11
45 XXXXXXXX XXXXXXXXX 17 P
44 XXXXXXX XXXXXXXXXX 17 A8 5 T H % : 46 mph
43 XXXXXXXXXXX XXXXXXXXX 20 C Justification for Proposed Speed Limit:
42 XXXXXXXXX XXXXXX 15 E 50TH %: 44 mph
41 XXXXXXX XX 9
40 XXXX X 5 15TH %: 42 mph
39 X 1
38 0 AVERAGE SPEED: 44 mph
37 0
36 0 10 MPH PACE: 39 - 48 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE
Golden Triangle Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to post
the speed limit on this segment at 45 mph.

TRAFFIC No. 2838
Filename: 71 GolGolRue.xls 12/10/2025
Ruether Avenue to Rainbow Glen Drive
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 11:31 TIME STOP 12:02
72 0
71 0
70 0 SURVEY ADDRESS: 20644 Golden Triangle Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/commercial, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, two-way left turn lane, bike route, train tracks run parallel on WB 60 0 side for ventire segment
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 9,200 SEGMENT LENGTH: 0.47
53 0
52 0
51 X 1
50 0 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XX X 3
48 XXX XXX 6 ACCIDENT RATE: 0.32 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 XX X 3
46 XX X 3
45 X 1
44 XXXXXX X 7 85TH %: 44 mph
43 XX 2 Justification for Proposed Speed Limit:
42 XXXX XXX 7 50TH %: 39 mph
41 XXXX XXXXX 9
40 XXX XXXXX 8 15TH %: 34 mph
39 XXXX XXXX 8 P
38 XXXXXXXX X 9 A AVERAGE SPEED: 39 mph
37 XXXXXXXX XXXXXX 14 C
36 XXXX XXX 7 E 10 MPH PACE: 33 - 42 mph
35 XXXXXX 6
34 XX XXXXX 7 % IN PACE: 68%
33 XX X 3
32 XX XXX 5 % OVER PACE: 23%
31 X 1
30 XXX 3 % UNDER PACE: 10%
29 XX 2
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
115
DATE
Golden Triangle Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:
the speed limit on this segment at 45 mph.

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to post
TRAFFIC No. 2838
Filename: 72 GolRueRai.xls 12/10/2025
Via Princessa to SR-14
75 0
74 0
73 0 DATE: 3/26/2025 TIME START 13:00 TIME STOP 15:00
72 0
71 0
70 0 SURVEY ADDRESS: 25200 Golden Maple Dr (on Golden Valley Rd) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/commercial/fire station, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, raised median with landscaping, bike path on EB side, 60 0 multiple traffic signals (South Plaza and North Plaza) 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 12,000 SEGMENT LENGTH: 1.11
53 0
52 0
51 0
50 X 1 ACCIDENT HISTORY: 6 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XX X 3
48 0 ACCIDENT RATE: 0.62 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 XX 2
46 0
45 XXX XXXXXX 9
44 X XXXXX 6 85TH %: 44 mph
43 XX 2
42 XXXXX 5 50TH %: 37 mph Based on the 85th percentile speed and 41 XXX XXXXXX 9 CVC 22358.6(a), it is recommended to post 40 XXX XXXXX 8 15TH %: 30 mph the speed limit on this segment at 45 mph. 39 XXXXXXX XX 9
38 XXXXX XXXXXX 11 P AVERAGE SPEED: 37 mph
37 XXXXX XXX 8 A
36 XXXXXX XXXXX 11 C 10 MPH PACE: 32 - 41 mph
35 X XXX 4 E
34 XXX XXX 6 % IN PACE: 59%
33 XXXXX XXX 8
32 XXXXXX X 7 % OVER PACE: 20%
31 XXXXX XX 7
30 XXXXX XX 7 % UNDER PACE: 20%
29 X 1
28 XX XXX 5
27 X XXXXX 6
26 XX 2 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45 25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
137
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Golden Valley Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 73 GolViaSR-14.xls 12/10/2025
SR-14 to Sierra Highway
75 0
74 0
73 0 DATE: 3/25/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 19551 Green Mountain Dr (on Golden Valley Rd) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 3 lanes each direction, raised median with landscaping, bike path (WB from Green 60 0 Mountain Drive to Sierra Highway), curvilinear, multiple traffic signals (Highland Drive and 59 0 Green Mountain Drive)
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 X 1
55 X 1 AVERAGE
54 0 DAILY TRAFFIC: 24,000 SEGMENT LENGTH: 0.77
53 XX 2
52 XX 2
51 X 1
50 XXXXX XXXXX 10 ACCIDENT HISTORY: 4 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XX XXXXX 7
48 XXXXXX 6 ACCIDENT RATE: 0.30 acc/mvm EXPECTED RATE: 0.87 acc/mvm 47 XXXXXX XXXXXXX 13
46 XXXXX XXXXX 10
45 XXXXXXX XXXXXXXXXXX 18
44 XXXXXXXXX XXXXXX 15 P 85TH %: 47 mph
43 XXXXXXXXXXX XXXXXXX 18 A Justification for Proposed Speed Limit:
42 XXXXXXXXXX XXXXX 15 C5 0 T H % : 42 mph
41 XXXXXXXX XXXXX 13 E
40 XXXXXXXXXX XXXXXXXXXX 20 15TH %: 37 mph
39 XXXXXXXXXX XXXXXXXXXX 20
38 XXXXXXX XXXXXXXXXX 17 AVERAGE SPEED: 42 mph
37 XXXXXX XXXXXXX 13
36 XXXXX XXXXX 10 10 MPH PACE: 38 - 47 mph
35 XXX XXXXXXXX 11
34 X XXXXX 6 % IN PACE: 67%
33 XXXXXX 6
32 X 1 % OVER PACE: 13%
31 0
30 0 % UNDER PACE: 20%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 50 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
236
DATE
Golden Valley Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Based on the 85th percentile speed,
continuity of speed and CVC 22358.6(a), it
is recommended to post the speed limit on
this se
gment at 45 mph.

TRAFFIC No. 2838
Filename: 74 GolSR-14Sie.xls 12/10/2025
Sierra Highway to Centre Pointe Parkway
75 0
74 0
73 0 DATE: 3/25/2025 TIME START 9:00 TIME STOP 9:38
72 0
71 0
70 0 SURVEY ADDRESS: 27051 Robert C. Lee Pkwy (on Golden Valley Rd) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/Rural, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction (3 lanes WB from Robert C Lee Parkway to Sierra Highway), raised 60 X 1 median with landscaping, curvilinear, traffic signal at Robert C. Lee Pkwy, bike path on 59 XXX 3 WB side
58 XX 2 CONDITIONS NOT
57 XXX 3 READILY APPARENT:
56 XXX XXX 6
55 XXX XXXXX 8 AVERAGE
54 XXXXXXXXXX XXXXXX 16 DAILY TRAFFIC: 42,000 SEGMENT LENGTH: 1.90 53 XXXXXXXXXXX XXXXX 16
52 XXXXXXXXXXXXX XXXXXXXXXXXXXXX 29 P
51 XXXXXXXXXXX XXXXXXXX 19 A
50 XXXXXXXXXXXXXX XXXXXXXXXXX 25 C ACCIDENT HISTORY : 21 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXXXX XXXXXXXXXXXXXXX 22 E
48 XXXXXXXXXX XXXXXXXX 18 ACCIDENT RATE: 0.36 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 XXXXXXXXXXXXX XXXXXXX 20
46 XXXXXXXXXX XXXX 14
45 XXX XX 5
44 XXXX X 5 85TH %: 54 mph
43 XX XX 4
42 XXXXXXX XXXXXX 13 50TH %: 50 mph Based on the 85th percentile speed and 41 XXXX XXXXXXX 11 CVC 22358.6(c), it is recommended to post 40 XX X 3 15TH %: 43 mph the speed limit on this segment at 50 mph. 39 XXX XX 5
38 0 AVERAGE SPEED: 49 mph
37 XX 2
36 X 1 10 MPH PACE: 46 - 55 mph
35 0
34 0 % IN PACE: 75%
33 0
32 0 % OVER PACE: 6%
31 0
30 0 % UNDER PACE: 20%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 50 PROPOSED SPEED LIMIT: 50
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
251
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Golden Valley Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 75 GolSieCen.xls 12/10/2025
Centre Pointe Parkway to Newhall Ranch Road
75 0
74 0
73 0 DATE: 3/26/2025 TIME START 14:58 TIME STOP 15:43
72 0
71 0
70 0 SURVEY ADDRESS: 26525 Golden Valley Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Rural/commercial, no on-street parking ("No Stopping Any Time") 63 0
62 XX 2
61 X 1 ROAD GEOMETRICS 3 lanes each direction, raised median with landscaping west of McKeon Drive, double-double 60 XXXXX 5 yellow center lane east of McKeon Drive, multiple traffic signals (Valley Center Drive and 59 XXX 3 McKeon Drive), bike path (WB from Centre Pointe Parkway to Valley Center Drive, EB from 58 XXX XX 5 CONDITIONS NOT Valley Center Drive to Newhall Ranch Road), curvilinear 57 0 READILY APPARENT:
56 X 1
55 XXX X 4 AVERAGE
54 XXXXXXXXXXX X 12 DAILY TRAFFIC: 36,000 SEGMENT LENGTH: 1.06 53 XXXXXXXXXX XX 12
52 XXXXXXXXX XXX 12
51 XXXXXXXX XXXX 12 P
50 XXXXXXXXX XXXX 13 A ACCIDENT HISTORY : 5 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXXXXXXXXX XXXXXX 18 C
48 XXXXXXXXXXXX XXXXXX 18 E ACCIDENT RATE: 0.18 acc/mvm EXPECTED RATE: 0.87 acc/mvm 47 XXXXXXXX XXXXXXXXX 17
46 XXXX XXXX 8
45 XX XXXXX 7
44 XXXXXXXX 8 85TH %: 54 mph
43 XXX XXX 6
42 X XXXXXXXXXX 11 50TH %: 48 mph Based on the 85th percentile speed and 41 X XXXXXXXXXX 11 CVC 22358.6(c), it is recommended to post 40 X XXXX 5 15TH %: 41 mph the speed limit on this segment at 50mph. 39 XXX 3
38 XXXXXX 6 AVERAGE SPEED: 48 mph
37 XXXXXX 6
36 XX 2 10 MPH PACE: 45 - 54 mph
35 XX 2
34 X 1 % IN PACE: 61%
33 0
32 X 1 % OVER PACE: 10%
31 0
30 0 % UNDER PACE: 29%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 50 PROPOSED SPEED LIMIT: 50
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
212
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Golden Valley Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 76 GolCenNew.xls 12/10/2025
Newhall Ranch Road to Claremore Way
75 0
74 0
73 0 DATE: 4/24/2025 TIME START 11:10 TIME STOP 13:10
72 0
71 0
70 0 SURVEY ADDRESS: 27500 Aster Wy (on Golden Valley Rd) 69 0
68 0 ROAD CONDITION: Very good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/rural, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, raised median with landscaping, traffic signal at Five Knolls Drive, 60 0 bike path on EB side
59 0
58 0 CONDITIONS NOT
57 X 1 READILY APPARENT:
56 XXXX 4
55 XXXXXX XX 8 AVERAGE
54 XXXXXXXXXXXX XXXXXXXXX 21 DAILY TRAFFIC: 24,000 SEGMENT LENGTH: 1.20 53 XXXXXXXXXXX XXXXXXXXXX 21
52 XXXXXXXX XXXXXX 14
51 XXXXXXX XXXXX 12 P
50 XXXXXXXXXX XXXXXXXX 18 A ACCIDENT HISTORY : 5 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXXX XXX 9 C
48 XXXXX XXX 8 E ACCIDENT RATE: 0.24 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 XXXX XXXXXXX 11
46 XXXXX XXXXX 10
45 XXX XXXXXX 9
44 XX XXXXX 7 85TH %: 54 mph
43 XX XX 4
42 X XXXXX 6 50TH %: 49 mph
41 X XXXX 5
40 XXXX 4 15TH %: 40 mph Based on the 85th percentile speed and 39 XX X 3 CVC 22358.6(c), it is recommended to post
38 X XXXXX 6 AVERAGE SPEED: 48 mph the speed limit on this segment at 50 mph. 37 X XXX 4
36 XX XX 4 10 MPH PACE: 45 - 54 mph
35 XXX X 4
34 0 % IN PACE: 67%
33 XX 2
32 XX X 3 % OVER PACE: 7%
31 0
30 X 1 % UNDER PACE: 27%
29 X 1
28 0
27 0
26 0 EXISTING SPEED LIMIT: 50 PROPOSED SPEED LIMIT: 50
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
200
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Golden Valley Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:
:

TRAFFIC No. 2838
Filename: 77 GolNewCla.xls 12/10/2025
Claremore Way to Plum Canyon Road
75 0
74 0
73 0 DATE: 4/24/2025 TIME START 13:15 TIME STOP: 15:15 72 0
71 0
70 0 SURVEY ADDRESS: 28203 Tangerine Ln (on Golden Valley Rd) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, double-double yellow center lane, curvilinear 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 XXXXXXXXX XXXXXXXXX 18 DAILY TRAFFIC: 15,800 SEGMENT LENGTH: 1.04 53 XXXXXXX XXXXX 12
52 XXXXXX XXX 9
51 XXXXXXXXXXXXX XX 15 P
50 XXXXXXXXXXXXXXXXXXXXXXXX 27 A ACCIDENT HISTORY : 3 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXX XXXXX 10 C
48 XXX XXXXX 8 E ACCIDENT RATE: 0.25 acc/mvm EXPECTED RATE: 0.64 acc/mvm 47 XXXX XXXXXX 10
46 XXXXXXXX XXXXXX 14
45 XXXXXXX XXXXXXXXX 16
44 XXXX XXXXXXXXXX 14 85TH %: 53 mph
43 XXXXX XXX 8
42 XXXXX XXXXXXXXX 14 50TH %: 47 mph Based on the 85th percentile speed, 41 XXX XXXXXXXXX 12 continuity of speed and CVC 22358.6(c), it is 40 XXX XX 5 15TH %: 42 mph recommended to post the speed limit on this 39 XXXXX 5 segment at 50 mph.
38 0 AVERAGE SPEED: 47 mph
37 XX 2
36 X 1 10 MPH PACE: 45 - 54 mph
35 0
34 0 % IN PACE: 70%
33 0
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 31%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 50 PROPOSED SPEED LIMIT: 50
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
200
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Golden Valley Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 78 GolClaPlu.xls 12/11/2025
Tournament Road to Lochmoor Road
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 10:00 TIME STOP 12:00
72 0
71 0
70 0 SURVEY ADDRESS: 25695 Whispering Trees Wy (on Golf Courde Rd) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, on-street parking
63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, undivided, school crossing at Lochmoor Road, 25 mph school zone 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 2,000 SEGMENT LENGTH: 0.17
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 32 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 28 mph
41 0
40 0 15TH %: 22 mph
39 X 1
38 0 AVERAGE SPEED: 27 mph
37 0
36 X 1 10 MPH PACE: 24 - 33 mph
35 XX 2
34 XX 2 % IN PACE: 72%
33 XXXXXX XXXXX 11
32 XXXXXX XXXXX 11 % OVER PACE: 5%
31 XX XX 4
30 XXXXXX XXXXXX 12 P % UNDER PACE: 23%
29 XXXXX XXXXXX 11 A
28 XXX XXXXX 8 C
27 XXXXX XX 7 E
26 XXXXXX XXXXX 11 EXISTING SPEED LIMIT: 30 PROPOSED SPEED LIMIT: 30 25 XX X 3
24 X XXXXX 6
23 XX XXX 5
22 XXXXX X 6 OBSERVED BY: NDS
21 X XXXXX 6
20 XX 2
19 X 1 REVIEWED BY: Ruben Perales
18 XX 2
17 XX 2 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 X 1 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 XX 2
117
DATE
Golf Course Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
the speed limit on this segment at 30 mph.

GRAND TOTAL
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to post
TRAFFIC No. 2838
Filename: 79 GolTouLoc.xls 12/11/2025
Newhall Ranch Road to Deerfield Lane
75 0
74 0
73 0 DATE: 3/26/2025 TIME START 11:06 TIME STOP 11:52
72 0
71 0
70 0 SURVEY ADDRESS: 27345 Cheshire Ln (on Grandview Dr) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTIONResidential/park/commercial, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, bike lanes from Newhall Ranch Road to 60 0 Fairview Drive, traffic signal at Decoro Drive, all-way STOP at Fairview Drive, curvilinear, 59 0 multiple school crossings (Chadsford Drive and Philbrook Avenue), 25 mph school zone 58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 4,000 SEGMENT LENGTH: 1.55
53 0
52 0
51 0
50 0 ACCIDENT HISTORY 2 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.44 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 X 1 85TH %: 38 mph
43 0
42 XX 2 50TH %: 34 mph Based on the 85th percentile speed and 41 XX XX 4 CVC 22358.6(c), it is recommended to post
40 0 15TH %: 27 mph the speed limit on this segment at 35 mph. 39 XX XX 4
38 XXXX X 5 AVERAGE SPEED: 33 mph
37 XX XXXXX 7
36 XXX XXXXXXXX 11 10 MPH PACE: 29 - 38 mph
35 XX XXXXXXXX 10 P
34 XXXXX XXX 8 A% I N P A C E : 68%
33 XX XX 4 C
32 XXXXXXX XXX 10 E % OVER PACE: 11%
31 XXXXX 5
30 XX 2 % UNDER PACE: 21%
29 XXX XXX 6
28 XX XX 4
27 X XXXX 5
26 XXX X 4 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 XX X 3
24 X 1
23 0
22 XX 2 OBSERVED BY: NDS
21 XX 2
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Grandview Drive
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 80 GraNewDee.xls 12/11/2025
Bouquet Canyon Road to Grovepark Drive
75 0
74 0
73 0 DATE: 4/3/2025 TIME START 9:00 TIME STOP 10:00
72 0
71 0
70 0 SURVEY ADDRESS: 27778 Haskell Canyon Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, no on-street parking ("No Stopping Any Time) 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, two-way left turn lane, double-double yellow center lane, bike lanes 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 14,100 SEGMENT LENGTH: 0.36
53 X 1
52 X 1
51 0
50 XX 2 ACCIDENT HISTORY: 4 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 X XXXXXXX 8
48 XXX 3 ACCIDENT RATE: 1.08 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 XXXXX XXXXX 10
46 XX 2
45 XXXXX XXXXXXXX 13
44 X XXXXXX 7 85TH %: 46 mph
43 XXX XXXXX 8 Justification for Proposed Speed Limit:
42 X XXXXX 6 P 50TH %: 39 mph
41 XXXXXX XXX 9 A
40 XXXXX XXXXXXX 12 C1 5 T H % : 31 mph
39 XXXXX XXXXXX 11 E
38 XX XXXXX 7 AVERAGE SPEED: 39 mph
37 XX XXXXX 7
36 XXX XXXXX 8 10 MPH PACE: 36 - 45 mph
35 XXXXXX XXXXX 11
34 XXX XX 5 % IN PACE: 53%
33 XXXXX XX 7
32 XXX 3 % OVER PACE: 16%
31 XXXXXX 6
30 XXX XX 5 % UNDER PACE: 31%
29 XXXXXX 6
28 XXX 3
27 X 1
26 X 1 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45 25 XX 2
24 0
23 XX 2
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
167
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to post
the speed limit on this segment at 45 mph.

Haskell Canyon Road
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 81 HasBouGro.xls 12/11/2025
Grovepark Drive to Copper Hill Drive
75 0
74 0
73 0 DATE: 4/3/2025 TIME START 12:00 TIME STOP 14:00
72 0
71 0
70 0 SURVEY ADDRESS: 27925 Haskell Canyon Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, two-way left turn lane, bike lane with buffer zone 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 X 1 DAILY TRAFFIC: 13,000 SEGMENT LENGTH: 0.84
53 X 1
52 X 1
51 XX 2
50 XX XXXXXX 8 ACCIDENT HISTORY: 2 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XX XX 4
48 XXX XXXXXX 9 ACCIDENT RATE: 0.25 acc/mvm EXPECTED RATE: 0.61 acc/mvm 47 XX XXXXXX 8 P
46 XX XXXXX 7 A
45 XXXXXXX XXXXXXXXXXX 18 C
44 XXXXX XXXXXXX 12 E 85TH %: 48 mph
43 XXXXX XXXXX 10 Justification for Proposed Speed Limit:
42 XXXXX XXXXXXX 12 50TH %: 44 mph
41 XXXXXXXX XX 10
40 XXX X 4 15TH %: 39 mph
39 XXXXX 5
38 XXXXX X 6 AVERAGE SPEED: 43 mph
37 X 1
36 XX XXX 5 10 MPH PACE: 41 - 50 mph
35 X XXX 4
34 X 1 % IN PACE: 74%
33 X 1
32 X 1 % OVER PACE: 4%
31 0
30 X 1 % UNDER PACE: 22%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
132
DATE
Haskell Canyon Road
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
the speed limit on this segment at 45 mph.

GRAND TOTAL
Based on the 85th percentile speed and
CVC 22358.6(c), it is recommended to post
TRAFFIC No. 2838
Filename: 82 HasGroCop.xls 12/11/2025
Plum Canyon Road to Whites Canyon Road
75 0
74 0
73 0 DATE: 4/29/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 19533 Sidani Ln (on Heller Cir)
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, limited on-street parking ("No Parking Any Time" and "No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, undivided, double yellow centerline near Plum Canyon Road and 60 0 Whites Canyon Road, curvilinear
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 2,500 SEGMENT LENGTH: 0.56
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.61 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 26 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 24 mph
41 0
40 0 15TH %: 19 mph
39 0
38 0 AVERAGE SPEED: 23 mph
37 0
36 0 10 MPH PACE: 18 - 27 mph
35 0
34 0 % IN PACE: 89%
33 0
32 0 % OVER PACE: 7%
31 XX 2
30 X 1 % UNDER PACE: 4%
29 XX X 3
28 X 1
27 XXXX 4
26 XXXX X 5 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 25 25 XXXXXXXX XXXXXXXXXXXXXX 22
24 XXXXXXXX XXXXXXX 15 P
23 XXXXXXX XXXXXXX 14 A
22 XXXX X 5 C OBSERVED BY: NDS
21 XX XXXX 6 E
20 XXXXX 5
19 X XXX 4 REVIEWED BY: Ruben Perales
18 XXXXXXXX 8
17 X 1 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 X 1 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 XX 2
99 DATE
CVC 22358.6(a), it is recommended to post
the speed limit on this segment at 25 mph.

GRAND TOTAL
Based on the 85th percentile speed,
on street parkin
g, residential area and
Heller Circle
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 83 HelPluWhi.xls 12/11/2025
Kelly Johnson Parkway to Constellation Road
75 0
74 0
73 0 DATE: 4/1/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 25601 Hercules St
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, two-way left turn lane, bike lanes 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 3,500 SEGMENT LENGTH: 0.24
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 42 mph
43 XXXXXX 6 Justification for Proposed Speed Limit:
42 XXXXXXX XXXXXXXX 15 P 50TH %: 40 mph Based on the 85th percentile speed and 41 XXXXXXXXX XXXXXXXXXX 19 A CVC 22358.6(a), it is recommended to post 40 XXXXXXXXXX XXXXXXXXXXX 21 C1 5 T H % : 38 mph the speed limit on this segment at 40 mph. 39 XXXXXXXXX XXXXXXXXX 18 E
38 XXXXXXX XXXX 11 AVERAGE SPEED: 40 mph
37 XXXXX XX 7
36 XXX 3 10 MPH PACE: 36 - 45 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 40 PROPOSED SPEED LIMIT: 40
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Hercules Street
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 84 HerKelCon.xls 12/11/2025
Newhall Ranch Road to Deerfield Lane
75 0
74 0
73 0 DATE: 3/26/2025 TIME START 9:01 TIME STOP 9:36
72 0
71 0
70 0
69 0
68 0
67 0
66 0
65 0
64 0
63 0
62 0
61 0
60 0
59 0
58 0
57 0
SURVEY ADDRESS: 269
9 Hillsborough Pkwy
ROAD CONDITION: Good
WEATHER: Clear
ROAD DESCRIPTION Residential, limited on-street parking ("No Stopping Any Time" in some sections) ROAD GEOMETRICS 1 lane each direction, double yellow center line, curvilinear, traffic signal at Decoro Drive

CONDITIONS NOT
READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 5,000 SEGMENT LENGTH: 1.48
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 2 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.37 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 38 mph
43 0
42 XX X 3 50TH %: 33 mph Based on the 85th percentile speed and 41 X 1 CVC 22358.6(c), it is recommended to post
40 XXX 3 15TH %: 29 mph the speed limit on this segment at 35 mph. 39 XX 2
38 XXX XXXXXXX 10 AVERAGE SPEED: 33 mph
37 XX 2
36 XXXXXX XX 8 10 MPH PACE: 29 - 38 mph
35 XXX XXXX 7 P
34 XXXX XXXXX 9 A% I N P A C E : 80%
33 XXX XXX 6 C
32 XXXXXXXXX XXXXXXX 16 E % OVER PACE: 9%
31 XXXX XXXXXX 10
30 XX 2 % UNDER PACE: 11%
29 XXXXXX XXXX 10
28 XXXX 4
27 XXX XX 5
26 X 1 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 0
24 X 1
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Hillsborough Parkway
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 85 HilNewDee.xls 12/11/2025
Soledad Canyon Road to Santa Clara Street
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 12:12 TIME STOP: 14:12 72 0
71 0
70 0 SURVEY ADDRESS: 26935 Honby Ave
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/church, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, undivided
60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 2,500 SEGMENT LENGTH: 0.27
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 2.03 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 33 mph
43 0
42 0 50TH %: 27 mph Based on the 85th percentile speed, high 41 0 accident rate, residential area and
40 0 15TH %: 21 mph CVC 22358.7, it is recommended to post 39 X 1 the spped limit on this segment at 25 mph.
38 X 1 AVERAGE SPEED: 27 mph
37 XX 2
36 X 1 10 MPH PACE: 23 - 32 mph
35 XX 2
34 XXXX X 5 % IN PACE: 63%
33 XX XX 4
32 XX X 3 % OVER PACE: 17%
31 XXXXX X 6
30 XXXX XX 6 % UNDER PACE: 20%
29 XX 2 P
28 XX XX 4 A
27 XXXXXXXX XXXX 12 C
26 XXXXX XXXX 9 E EXISTING SPEED LIMIT: 25 PROPOSED SPEED LIMIT: 25 25 XXX XXX 6
24 XXX XX 5
23 XXXXX 5
22 XX X 3 OBSERVED BY: NDS
21 XXXX XX 6
20 XXX XX 5
19 XX 2 REVIEWED BY: Ruben Perales
18 X 1
17 X 1 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
92 DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Honby Avenue
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 86 HonSolSan.xls 12/11/2025
Golden Triangle Road to Aurora Lane
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 12:11 TIME STOP 14:11
72 0
71 0
70 0 SURVEY ADDRESS: 26802 Isabella Pkwy
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, on-street parking
63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, curvilinear 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 2,500 SEGMENT LENGTH: 0.34
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 3 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 4.83 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 28 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 24 mph
41 0
40 X 1 15TH %: 20 mph
39 0
38 0 AVERAGE SPEED: 24 mph
37 0
36 0 10 MPH PACE: 20 - 29 mph
35 0
34 0 % IN PACE: 82%
33 0
32 XX 2 % OVER PACE: 6%
31 XX 2
30 XX 2 % UNDER PACE: 12%
29 X XXXXXXXX 9
28 X XXX 4
27 XXX XXXXX 8
26 XXXX XXXX 8 P EXISTING SPEED LIMIT: 30 PROPOSED SPEED LIMIT: 25 25 XXXXXXXX XXXXXXXXX 17 A
24 XX XXXXXX 8 C
23 XXXXXXX XXX 10 E
22 XXXXXXX XXXX 11 OBSERVED BY: NDS
21 XXXXXXXX XXX 11
20 XXXXXXX X 8
19 XXXX 4 REVIEWED BY: Ruben Perales
18 XXXX XXX 7
17 XX 2 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 X 1 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
115
DATE
Isabella Parkway
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:
recommended to post the speed limit on
this segment at 25 mph.

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Based on the 85th percentile speed, high
accident rate and CVC 22358.6(c), it is
TRAFFIC No. 2838
Filename: 87 IsaGolAur.xls 12/11/2025
Sierra Highway to Lost Canyon Road
75 0
74 0
73 0 DATE: 4/21/2025 TIME START 11:15 TIME STOP 13:15
72 0
71 0
70 0 SURVEY ADDRESS: 18201 Jakes Wy
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTIONResidential, on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, two-way left turn lane, curvilinear, roundabout at Lost Canyon Road, 60 0 all-way STOP at Sandy Drive, two-way STOP at Canyon Park Blvd, near-right-angle turn at 59 0 Canyon Park Boulevard
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 6,500 SEGMENT LENGTH: 1.12
53 0
52 0
51 0
50 0 ACCIDENT HISTORY 13 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 2.45 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 XXXX 4 85TH %: 42 mph
43 XXX XXXXXX 9 P Justification for Proposed Speed Limit:
42 XXXXXXXXXX XXXXXXX 17 A 50TH %: 41 mph
41 XXXXXXXXXX XXXXXXXXXX 20 C
40 XXXXXXXXXX XXXXXXXXXXX 21 E 15TH %: 39 mph
39 XXXXXXXX XXXXXXX 15
38 XXXXXX XXX 9 AVERAGE SPEED: 40 mph
37 XXX XX 5
36 0 10 MPH PACE: 37 - 46 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 40 PROPOSED SPEED LIMIT: 35
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE
Jakes Way
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Based on the 85th percentile speed, on
street parking, horizontal curvature, high
accident rate and CVC 22358.6(b), it is
recommended to post the speed limit on
this se
gment at 35 mph.

TRAFFIC No. 2838
Filename: 88 JakSieLos.xls 12/11/2025
Via Princessa to Canyon Park Boulevard
75 0
74 0
73 0 DATE: 3/25/2025 TIME START 15:00 TIME STOP 16:00
72 0
71 0
70 0 SURVEY ADDRESS: 27015 Jason Dr
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, on-street parking
63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double-double yellow center lane, bike lanes 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 7,500 SEGMENT LENGTH: 0.37
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 2 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.99 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 X 1
45 0
44 XX 2 85TH %: 38 mph
43 0
42 X XXXXX 6 50TH %: 33 mph Based on the 85th percentile speed and 41 XX XXX 5 CVC 22358.6(c), it is recommended to post
40 XX X 3 15TH %: 26 mph the speed limit on this segment at 35 mph. 39 XX 2
38 XXX XX 5 AVERAGE SPEED: 32 mph
37 XXXXX XXX 8
36 XXXXX XXXXXX 11 10 MPH PACE: 29 - 38 mph
35 XX XXX 5 P
34 XXXXX XXXXXXX 12 A% I N P A C E : 60%
33 XXX XX 5 C
32 XXXXXXXX X 9 E % OVER PACE: 15%
31 XXXXXXXX X 9
30 XX XX 4 % UNDER PACE: 25%
29 XXXXXXX XXX 10
28 XXX 3
27 XXX XXXXX 8
26 XX X 3 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 XXXXX X 6
24 X XXXXXX 7
23 X 1
22 X 1 OBSERVED BY: NDS
21 XX X 3
20 0
19 X 1 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
130
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Jason Drive
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 89 JasViaCan.xls 12/11/2025
Cortina Drive to Estaban Drive
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 9:00 TIME STOP 10:00
72 0
71 0
70 0 SURVEY ADDRESS: 23621 Maricio Dr (on John Russell Dr) 69 0
68 0 ROAD CONDITION: Very good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential
63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, dashed single yellow centerline and double yellow centerline 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 2,000 SEGMENT LENGTH: 0.51
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 X 1 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 X 1
46 0
45 0
44 XX 2 85TH %: 38 mph
43 XX 2 Justification for Proposed Speed Limit:
42 X 1 50TH %: 34 mph
41 XX X 3
40 0 15TH %: 31 mph
39 XX X 3
38 XXXX XXX 7 AVERAGE SPEED: 34 mph
37 X XXX 4
36 XXXX XXXXXXXX 12 10 MPH PACE: 29 - 38 mph
35 XXXXXXXXX XXX 12 P
34 XXXXX XXXXXXX 12 A% I N P A C E : 81%
33 XX XX 4 C
32 XXXXXXXX XXXXXXX 15 E % OVER PACE: 13%
31 XXX XXX 6
30 XX 2 % UNDER PACE: 6%
29 XXX XXXX 7
28 XX X 3
27 XX 2
26 0 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35
25 X 1
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE
John Russell Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:
the speed limit on this segment at 35 mph.

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Based on the 85th percentile speed and
CVC 22358.6(c), it is recommended to post
TRAFFIC No. 2838
Filename: 90 JohCorEst.xls 12/11/2025
Copper Hill Drive to Hercules Street
75 0
74 0
73 0 DATE: 4/28/2025 TIME START 9:00 TIME STOP 10:00
72 0
71 0
70 0 SURVEY ADDRESS: 28141 Kelly Johnson Pkwy
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial/school, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, two-way left turn lane, bike lanes, all-way STOP at West Rye Canyon, 60 0 curvilinear, 25 mph school zone, pedestrian warning sign, deer warning sign 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 10,000 SEGMENT LENGTH: 0.74
53 0
52 X 1
51 X 1
50 X 1 ACCIDENT HISTORY: 3 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 X 1 ACCIDENT RATE: 0.56 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 X 1
46 XXX XX 5
45 XX XX 4
44 XX XX 4 85TH %: 44 mph
43 X XXXXX 6 Justification for Proposed Speed Limit:
42 XXXX 4 50TH %: 39 mph
41 XXXX XXXXXXX 11
40 XXX XXX 6 P 15TH %: 34 mph
39 XXXX XXXXXXX 11 A
38 XX XXX 5 C AVERAGE SPEED: 39 mph
37 XX XXXXX 7 E
36 XXXXX X 6 10 MPH PACE: 34 - 43 mph
35 XXXX XXX 7
34 X XXXX 5 % IN PACE: 68%
33 XX X 3
32 XXXX X 5 % OVER PACE: 18%
31 XXX X 4
30 0 % UNDER PACE: 14%
29 X 1
28 0
27 X 1
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE
Kelly Johnson Parkway
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
the speed limit on this segment at 45 mph.

GRAND TOTAL
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to post
TRAFFIC No. 2838
Filename: 91 KelCopHer.xls 12/11/2025
Sand Canyon Road to La Veda Avenue
75 0
74 0
73 0 DATE: 3/25/2025 TIME START 12:30 TIME STOP 14:30
72 0
71 0
70 0 SURVEY ADDRESS: 16628 Lost Canyon Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/school, limited on-street parking ("No Parking Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, bike lanes 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 4,000 SEGMENT LENGTH: 0.26
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 35 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 29 mph
41 X 1
40 0 15TH %: 21 mph
39 X 1
38 X 1 AVERAGE SPEED: 29 mph
37 XXX 3
36 XXXXX XX 7 10 MPH PACE: 27 - 36 mph
35 XXX X 4
34 XX XXXX 6 % IN PACE: 62%
33 XXXXX XX 7 P
32 XXX XX 5 A % OVER PACE: 6%
31 XXXXX XXX 8 C
30 XX XXXXXX 8 E % UNDER PACE: 32%
29 XXX XXXX 7
28 XX XX 4
27 XXXXX XXXX 9
26 XX X 3 EXISTING SPEED LIMIT: 30 PROPOSED SPEED LIMIT: 30 25 XX XXX 5
24 XXXXX XX 7
23 X 1
22 0 OBSERVED BY: NDS
21 XX XXX 5
20 XX 2
19 XX XXX 5 REVIEWED BY: Ruben Perales
18 XXX 3
17 XX 2 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 X 1
105
DATE
Lost Canyon Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Based on the 85th percentile speed,
shool area and CVC 22358.6(b), it is
recommended to post the speed limit on
this se
gment at 30 mph.

TRAFFIC No. 2838
Filename: 92 LosSanLaV.xls 12/11/2025
Jakes Way to Medley Ridge Drive (N)
75 0
74 0
73 0 DATE: 3/26/2025 TIME START 9:00 TIME STOP: 10:20
72 0
71 0
70 0 SURVEY ADDRESS: 17507 Harris Wy (on Lost Canyon Rd) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction (EB merges to one lane near bridge crossing), raised median with 60 0 landscaping
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 5,000 SEGMENT LENGTH: 0.32
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 X 1 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.64 acc/mvm 47 0
46 0
45 X 1
44 XX 2 85TH %: 40 mph
43 XXX 3
42 XX 2 50TH %: 34 mph Based on the 85th percentile speed and 41 XXX 3 CVC 22358.6(a), it is recommeded to post
40 XXX XX 5 15TH %: 27 mph the speed limit on this segment at 40 mph. 39 XXXX 4
38 XXXX X 5 AVERAGE SPEED: 33 mph
37 XXX X 4
36 XX XXXXX 7 P 10 MPH PACE: 30 - 39 mph
35 XX XX 4 A
34 XXX XXXXXX 9 C% I N P A C E : 60%
33 XXXX XX 6 E
32 XX XXXXX 7 % OVER PACE: 17%
31 XX X 3
30 XXXXXX XXXXX 11 % UNDER PACE: 23%
29 X 1
28 XX 2
27 XXXXXX 6
26 XX 2 EXISTING SPEED LIMIT: NP PROPOSED SPEED LIMIT: 40 25 XXX XXXX 7
24 XX 2
23 X 1
22 X 1 OBSERVED BY: NDS
21 X 1
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE
Lost Canyon Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

TRAFFIC No. 2838
Filename: 93 LosJakMed.xls 12/11/2025
Medley Ridge Drive (N) to Via Princessa
75 0
74 0
73 0 DATE: 3/26/20225 TIME START 9:00 TIME STOP 10:15
72 0
71 0
70 0 SURVEY ADDRESS: 26933 Silverbell Ln (on Lost Canyon Rd) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/school, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, raised median with landscaping, bike lanes with buffer zones, traffic 60 0 signal and school crossing at Wren Drive, school warning signs, 25 mph school zone 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 12,000 SEGMENT LENGTH: 0.92
53 0
52 X 1
51 0
50 X 1 ACCIDENT HISTORY: 4 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 X 1
48 X 1 ACCIDENT RATE: 0.50 acc/mvm EXPECTED RATE: 0.64 acc/mvm 47 XXX XXXXX 8
46 XX 2
45 X XXXXXXX 8
44 XXXX XXXXXX 10 85TH %: 45 mph
43 XXXXXXX XXXX 11
42 XXXX XXXX 8 P 50TH %: 41 mph Based on the 85th percentile speed, existing 41 XXXXXXXX XXXX 12 A bike line, continuity of speed and 40 XX XXX 5 C1 5 T H % : 36 mph CVC 22358.6(a), it is recommended to post 39 XXXXXXX XXXXXX 13 E the speed limit on this segment at 40 mph. 38 XXXXXX XXX 9 AVERAGE SPEED: 41 mph
37 XXXXX XXXX 9
36 XXX XXX 6 10 MPH PACE: 36 - 45 mph
35 XX XX 4
34 XX XX 4 % IN PACE: 76%
33 X 1
32 X 1 % OVER PACE: 12%
31 XXXX 4
30 0 % UNDER PACE: 12%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 40
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
119
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Lost Canyon Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 94 LosMedVia.xls 12/11/2025
Via Princessa to Cedar Valley Way
75 0
74 0
73 0 DATE: 3/26/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 27980 Lost Canyon Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, curvilinear 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 11,000 SEGMENT LENGTH: 0.41
53 0
52 0
51 X 1
50 0 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 XX X 3 ACCIDENT RATE: 0.30 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 XX XXX 5
46 XX XXX 5
45 XX XXXXXXX 9
44 XX XXXXX 7 85TH %: 45 mph
43 XXX XXXXXX 9
42 XXXXXX XXXXX 11 50TH %: 40 mph Based on the 85th percentile speed, existing 41 XXXXX XXXXX 10 bike line and CVC 22358.8, it is recommended 40 XXXXXXXXXXX XXXXXX 17 P 15TH %: 34 mph to post the speed limit on this segment at 39 XX XXXXXX 8 A 35 mph.
38 XXX XXXXXX 9 C AVERAGE SPEED: 39 mph
37 XXXXX XX 7 E
36 X XXXXXXX 8 10 MPH PACE: 34 - 43 mph
35 XXXXX XX 7
34 XXXXXXXXXXX 11 % IN PACE: 67%
33 X 1
32 X 1 % OVER PACE: 21%
31 XX X 3
30 XX 2 % UNDER PACE: 12%
29 XX 2
28 X XXX 4
27 X 1
26 0 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35
25 X 1
24 X 1
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 X 1 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
144
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Lost Canyon Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
ed
TRAFFIC No. 2838
Filename: 95 LosViaCed.xls 12/11/2025
Cedar Valley Way to Golden Valley Road
75 0
74 0
73 0 DATE: 3/26/2025 TIME START 11:00 TIME STOP 13:00
72 0
71 0
70 0 SURVEY ADDRESS: 19001 Golden Valley Rd (on Lost Canyon Rd) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction (2 lanes each direction toward W end), double yellow centerline 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 11,000 SEGMENT LENGTH: 0.45
53 0
52 0
51 0
50 X 1 ACCIDENT HISTORY: 4 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 XX 2 ACCIDENT RATE: 1.11 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 XX X 3
45 XXXXX XXX 8
44 XXXXXXX XXX 10 85TH %: 44 mph
43 XXXXX X 6
42 XXX XX 5 50TH %: 38 mph Based on the 85th percentile speed and 41 XXXXXX XXX 9 P CVC 22358.6(c), it is recommended to post 40 XXXXX XXXXXXX 12 A1 5 T H % : 35 mph the speed limit on this segment at 40mph. 39 XXXXXXXXXX XXXXX 15 C
38 XXXXXX XXXXXXXXXX 16 E AVERAGE SPEED: 39 mph
37 XXXXXXXXXX XXXXX 15
36 XXXXXXX XXXXXXXXXX 17 10 MPH PACE: 35 - 44 mph
35 XXXXX XXXXXX 11
34 XX X 3 % IN PACE: 79%
33 XX 2
32 XXX XXX 6 % OVER PACE: 10%
31 XX X 3
30 0 % UNDER PACE: 12%
29 X 1
28 X 1
27 X 1
26 0 EXISTING SPEED LIMIT: 40 PROPOSED SPEED LIMIT: 40
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
147
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Lost Canyon Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 96 LosCedGol.xls 12/11/2025
I-5 to Wiley Canyon Road
75 0
74 0
73 0 DATE: 4/16/2025 TIME START 14:01 TIME STOP 14:43
72 0
71 0
70 0 SURVEY ADDRESS: 24316 Lyons Ave
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial/residential, no on-street parking ("No Stopping Any Time"), 63 0
62 0
61 0 ROAD GEOMETRICS 3 lanes each direction, raised median with landscaping, downhill grade in EB direction 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 33,000 SEGMENT LENGTH: 0.40
53 XX 2
52 0
51 XX 2
50 XX XXX 5 ACCIDENT HISTORY: 5 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXX XX 6
48 XXXXX XXXXXX 11 ACCIDENT RATE: 0.52 acc/mvm EXPECTED RATE: 0.75 acc/mvm 47 XXXX XX 6
46 XXXXX XXX 8
45 XXXXXXXX XXXXXXX 15
44 XXXXXXXXXX XXX 13 85TH %: 47 mph
43 XXXXXXXXXX XXXXXXXXXXX 21
42 XXXXXXX XXXXXX 13 P 50TH %: 41 mph Based on the 85th percentile speed, 41 XXXXXXX XXXXXXX 14 A continuity of speed, freeway interchange 40 XXXXXXXX XXXXXXXXXXXXX 21 C1 5 T H % : 37 mph area and CVC 22358.6(b), it is 39 XXXXX XXXXXXXXXX 15 E recommeded to post the speed limit on this 38 XXXXXXXXX XXX 12 AVERAGE SPEED: 42 mph segment at 40 mph. 37 XXXXXXX XXXXXXX 14
36 XXXXXX XXXXX 11 10 MPH PACE: 36 - 45 mph
35 X XXXXX 6
34 XXXX 4 % IN PACE: 73%
33 XX X 3
32 0 % OVER PACE: 20%
31 X 1
30 0 % UNDER PACE: 8%
29 XX 2
28 0
27 0
26 0 EXISTING SPEED LIMIT: 40 PROPOSED SPEED LIMIT: 40
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
205
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Lyons Avenue
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 97 LyoI-5Wil.xls 12/11/2025
Wiley Canyon Road to Avenida Rotella
75 0
74 0
73 0 DATE: 4/16/2025 TIME START 13:10 TIME STOP 13:55
72 0
71 0
70 0 SURVEY ADDRESS: 23718 Lyons Ave
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial/residential/park, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 3 lanes each direction (becomes 2/2 toward E end), raised median with landscaping, 60 0 multiple traffic signals (Peachland Avenue and Everett Drive/Avenida Etrana) 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 X 1 AVERAGE
54 0 DAILY TRAFFIC: 31,200 SEGMENT LENGTH: 0.71
53 0
52 X 1
51 0
50 XX 2 ACCIDENT HISTORY: 16 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 X XXX 4
48 X 1 ACCIDENT RATE: 0.99 acc/mvm EXPECTED RATE: 0.75 acc/mvm 47 XX XXX 5
46 XXXX XXXX 8
45 XX XXXXXX 8
44 XXXX XXXXXXXXXXX 15 85TH %: 44 mph
43 XXXXX XXXXXXXXXXXXXX 19
42 XXXXXXXX XXXXXXXXXXXXXXX 26 P 50TH %: 41 mph Based on the 85th percentile speed and 41 XXXXXXXXXXXXXX XXXXXXXXXXXXX 27 A CVC 22358.6(c), it is recommended to post 40 XXXXXXXXXX XXXXXXXXX 19 C1 5 T H % : 37 mph the speed limit on this segment at 40 mph. 39 XXXXXXXXXXXXXXXXXXXXXXXX 24 E
38 XXXXXXXX XXX 11 AVERAGE SPEED: 41 mph
37 XXXXXXXXXXXXXXXXXXXXXXXXX 25
36 XXXXXXXXXXXX XX 14 10 MPH PACE: 36 - 45 mph
35 XXXX XX 6
34 XXX 3 % IN PACE: 85%
33 XX 2
32 0 % OVER PACE: 10%
31 0
30 0 % UNDER PACE: 5%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 40 PROPOSED SPEED LIMIT: 40
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
221
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Lyons Avenue
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 98 LyoWilRot.xls 12/11/2025
Avenida Rotella to Newhall Avenue
75 0
74 0
73 0 DATE: 4/16/2025 TIME START 12:10 TIME STOP 13:00
72 0
71 0
70 0 SURVEY ADDRESS: 23515 Lyons Ave
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial/church, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, raised median with landscaping, multiple traffic signals (Apple Street, 60 0 Orchard Village Road/Valley Street, and Wayman Street), multiple school crossings (Orchard 59 0 Village Road/Valley Street), 25 mph school zone
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 33,700 SEGMENT LENGTH: 0.74
53 0
52 0
51 0
50 X 1 ACCIDENT HISTORY: 8 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.44 acc/mvm EXPECTED RATE: 0.64 acc/mvm 47 XX 2
46 XXX 3
45 XX 2
44 XXX XX 5 85TH %: 41 mph
43 XX X 3
42 XXXX XXX 7 50TH %: 36 mph
41 XXXXX XXXXXXXXXXX 16
40 XXXXX XXXXXX 11 15TH %: 32 mph
39 XXXXXXXXX XXXXXXXXX 18
38 XXXXXXX XXXXXX 13 P AVERAGE SPEED: 37 mph
37 XXXXXXX XXXXXX 13 A
36 XXXXXX XXXXXXXXXXXXX 19 C 10 MPH PACE: 32 - 41 mph
35 XXXXXXXXXXXXXX XXXXXXXXX 23 E
34 XXXXXXXXXX XXXXXXXXX 19 % IN PACE: 78%
33 XXXXXXXX XXXXXXXX 16
32 XXXXXX XXXXXX 12 % OVER PACE: 11%
31 XXXXX XXXXX 10
30 XXX X 4 % UNDER PACE: 11%
29 X XXXXX 6
28 X 1
27 X 1
26 0 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
205
DATE
Lyons Avenue
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:
park, residential area and CVC 223677.6(b),
it is recommended to post the speed limit
on this se
gment at 35 mph.

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Based on the 85th percentile speed,
TRAFFIC No. 2838
Filename: 99 LyoRotNew.xls 12/11/2025
Newhall Avenue to Railroad Avenue
75 0
74 0
73 0 DATE: 4/23/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 22600 Lyons Ave
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial/library, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, raised median with landscaping, school crossing at Newhall Avenue, 60 0 traffic signal at Main Street, curvilinear
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 16,000 SEGMENT LENGTH: 0.26
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.64 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 35 mph
43 X 1 Justification for Proposed Speed Limit:
42 XX 2 50TH %: 30 mph
41 XX 2
40 X XXX 4 15TH %: 25 mph
39 X XXXXXXX 8
38 X XXXXXXXX 9 AVERAGE SPEED: 30 mph
37 XX XXXXXX 8
36 XX XXXXXXX 9 10 MPH PACE: 25 - 34 mph
35 XXXXXX XXXXXXXX 14
34 XXXXX XXXXXXXXXXXXX 18 % IN PACE: 66%
33 XXXXX XXXXXXXXXXXXX 18
32 XXXXXX XXXXXXXXXX 16 % OVER PACE: 20%
31 XXXXXXXXXXX XXXXXXXX 19 P
30 XXXXXXXXXXX XXXXXXXXXXXXX 24 A % UNDER PACE: 14%
29 XXXXXXXXXXX XXXXXXXXXXXXXXX 27 C
28 XXXXXXXXXX XXXXXXXXXXX 21 E
27 XXXXXXXXXXXX XXXXXXX 19
26 XXXXXXX XXXXXX 13 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 XXXXXX XXXXXXXXXX 16
24 XXXXXX XXX 9
23 XXXXXXXXXX X 11
22 XXXXX XX 7 OBSERVED BY: NDS
21 XXXXXXX 7
20 XX X 3
19 XX 2 REVIEWED BY: Ruben Perales
18 0
17 X 1 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
288
DATE
it is recommended to post the speed limit
on this segment at 35 mph.

GRAND TOTAL
Lyons Avenue
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
Based on the 85th percentile speed and
CVC 223677.6(a), it is recommended to post
TRAFFIC No. 2838
Filename: 100 LyoNewRai.xls 12/11/2025
I-5 to McBean Parkway
75 0
74 0
73 0 DATE: 4/22/2025 TIME START 11:08 TIME STOP 13:08
72 0
71 0
70 0 SURVEY ADDRESS: 24808 Magic Mountain Pkwy
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/commercial, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 3 lanes each direction, double yellow center lane, raised median, multiple traffic signals 60 0 (Turney Road, Fairways, and Town Center Drive)
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 XXXXX 5 DAILY TRAFFIC: 27,000 SEGMENT LENGTH: 1.26
53 XXXXXXX XXXXX 12
52 XXXXXXXXXXXXX XXXXXX 19
51 XXXXXXXXXXXXXX XXXXXXXXX 23
50 XXXXXXXXXXXXXXXXXXXXXXXXXX 28 P ACCIDENT HISTORY : 5 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXXXXXXXXXXXXXXXXX 20 A
48 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 31 C ACCIDENT RATE: 0.20 acc/mvm EXPECTED RATE: 0.87 acc/mvm 47 XXXXXXXXXXXXX XXXXXXXXXXXXXX 27 E
46 XXXXXXXXXXXX 12
45 XXXXXXXXXXXXXX 14
44 XXXXXX 6 85TH %: 52 mph
43 XXX 3
42 0 50TH %: 49 mph Based on the 85th percentile speed and 41 0 CVC 22358.6(a), it is recommended to post
40 0 15TH %: 46 mph the speed limit on this segment at 50 mph. 39 0
38 0 AVERAGE SPEED: 49 mph
37 0
36 0 10 MPH PACE: 44 - 53 mph
35 0
34 0 % IN PACE: 96%
33 0
32 0 % OVER PACE: 3%
31 0
30 0 % UNDER PACE: 2%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 50 PROPOSED SPEED LIMIT: 50
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
200
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Magic Mountain Parkway
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 101 MagI-5McB.xls 12/11/2025
McBean Parkway to Valencia Boulevard
75 0
74 0
73 0 DATE: 4/28/2025 TIME START 12:30 TIME STOP 13:22
72 0
71 0
70 0 SURVEY ADDRESS: 23955 Magic Mountain Pkwy
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 3 lanes each direction (2 lanes WB from Valencia Boulevard to Auto Center Drive), raised 60 0 median with landscaping, multiple traffic signals (Citrus Street and Auto Center Drive) 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 X 1
55 0 AVERAGE
54 XX 2 DAILY TRAFFIC: 21,000 SEGMENT LENGTH: 0.79
53 X 1
52 XX X 3
51 XX X 3
50 XXXX 4 ACCIDENT HISTORY: 4 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXXX XX 8
48 XXX XXXXX 8 ACCIDENT RATE: 0.33 acc/mvm EXPECTED RATE: 0.87 acc/mvm 47 XXX XXXXXXXXXX 13
46 XXX XXXXXXXXX 12
45 XXXXXXXX XXXXX 13
44 XXXX XXXXXXXX 12 P 85TH %: 47 mph
43 XXXXXXXXX XXXXXXX 16 A Justification for Proposed Speed Limit:
42 XXXXXXX XXXXXXXX 15 C 50TH %: 42 mph
41 XXXXXXXX XXXXXXXX 16 E
40 XXXXXXXXXXXXX XXXXXXXXX 22 15TH %: 38 mph
39 XXXXXXXXXX XXXXX 15
38 XXXXXXXXXXXXXX 14 AVERAGE SPEED: 42 mph
37 XXXXXXX XX 9
36 XXXXXXX XXXX 11 10 MPH PACE: 38 - 47 mph
35 XXX XXX 6
34 XX X 3 % IN PACE: 71%
33 0
32 X 1 % OVER PACE: 14%
31 X 1
30 0 % UNDER PACE: 15%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
209
DATE
Magic Mountain Parkway
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:
the speed limit on this segment at 45 mph.

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommeded to post
TRAFFIC No. 2838
Filename: 102 MagMcBVal.xls 12/11/2025
Valencia Boulevard to Bouquet Canyon Road
75 0
74 0
73 0 DATE: 4/1/2025 TIME START 15:08 TIME STOP 15:48
72 0
71 0
70 0 SURVEY ADDRESS: 23416 Magic Mountain Pkwy
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial/residential, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, raised median with landscaping 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 17,000 SEGMENT LENGTH: 0.52
53 X 1
52 X 1
51 0
50 XXXXX XXXXX 10 ACCIDENT HISTORY: 2 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 X XXX 4
48 XXXXX XXXXX 10 ACCIDENT RATE: 0.31 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 XXXX XXX 7
46 XXXXXXX XXX 10
45 XXXXX XXX 8 P
44 XXX XXX 6 A8 5 T H % : 47 mph
43 XXXXXXXXXX XXXXX 15 C Justification for Proposed Speed Limit:
42 XXXXX XXXXX 10 E 50TH %: 40 mph
41 XXXXXXXXXXX XXXXXX 17
40 XXXXXXXXX XXXXXXX 16 15TH %: 34 mph
39 XXXXXXXXXXXXX XXXXX 18
38 XXXX 4 AVERAGE SPEED: 40 mph
37 XXXXX XXXXXXX 12
36 XX XXX 5 10 MPH PACE: 39 - 48 mph
35 X XXXXXXXX 9
34 XXXXX XXXXX 10 % IN PACE: 59%
33 X XXX 4
32 XX XXX 5 % OVER PACE: 8%
31 XXX 3
30 X XXXXX 6 % UNDER PACE: 34%
29 XX 2
28 XXX 3
27 XX 2
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 XX 2
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
200
DATE
Magic Mountain Parkway
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
the speed limit on this segment at 45 mph.

GRAND TOTAL
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to post
TRAFFIC No. 2838
Filename: 103 MagValBou.xls 12/11/2025
Lyons Avenue to Newhall Avenue
75 0
74 0
73 0 DATE: 4/22/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 24330 Main St
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial, limited diagonal on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, multiple all-way STOPs (6th Street, Market 60 0 Street, 8th Street, and 9th Street), multiple pedestrian crossings (between 8th Street & 59 0 Market Street and Market Street and 6th Street)
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 3,000 SEGMENT LENGTH: 0.41
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 1.11 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 23 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 20 mph
41 0
40 0 15TH %: 17 mph
39 0
38 0 AVERAGE SPEED: 20 mph
37 0
36 0 10 MPH PACE: 16 - 25 mph
35 0
34 0 % IN PACE: 95%
33 0
32 0 % OVER PACE: 4%
31 0
30 0 % UNDER PACE: 1%
29 0
28 XX 2
27 X 1
26 XX 2 EXISTING SPEED LIMIT: 25 PROPOSED SPEED LIMIT: 25 25 X XXX 4
24 XX 2
23 XXXXX XXXXXX 11
22 XXXXXXX XXXXX 12 P OBSERVED BY: NDS
21 XXXXXXX XXXXX 12 A
20 XXXXXXXX XXXXXXXX 16 C
19 XXXXXXXXXXXX XXXXXXX 19 E REVIEWED BY: Ruben Perales 18 XXXXXXXX XXXXXXX 15
17 XXXXXX XXXXXXXXXXX 17 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 XXXXX XX 7 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 X 1
121
DATE

GRAND TOTAL
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to post
the speed limit on this segment at 25 mph.

Main Street
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 104 MaiLyoNew.xls 12/11/2025
Newhall Avenue to Cross Street
75 0
74 0
73 0 DATE: 4/22/2025 TIME START 12:00 TIME STOP 14:00
72 0
71 0
70 0 SURVEY ADDRESS: 22952 Market St
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/park, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, pedestrian warning sign, 25 mph zone near 60 0 curves
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 3,000 SEGMENT LENGTH: 0.57
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 39 mph
43 X 1
42 XX X 3 50TH %: 34 mph Based on the 85th percentile speed, 41 XX X 3 on street parking, high pedestrian activity,
40 XX XXXXX 7 15TH %: 29 mph downtown disctrict area, park and 39 XXX XX 5 CVC 22358.7, it is recommended to post the
38 XXXXXXX X 8 AVERAGE SPEED: 34 mph speed limit on this segment at 30 mph. 37 XXX XXX 6 P
36 XXXXXX XXXXXXXX 14 A 10 MPH PACE: 31 - 40 mph
35 XX XXX 5 C
34 XXXXXXX XXXXXXX 14 E% I N P A C E : 72%
33 XX XXX 5
32 XXXXX XXXXXX 11 % OVER PACE: 6%
31 XXXXX XXXXX 10
30 XX XX 4 % UNDER PACE: 22%
29 XX XX 4
28 XX 2
27 XXX XXX 6
26 XXX 3 EXISTING SPEED LIMIT: 30 PROPOSED SPEED LIMIT: 30 25 X 1
24 X XXX 4
23 X 1
22 0 OBSERVED BY: NDS
21 X 1
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
118
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Market Street
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 105 MarNewCro.xls 12/11/2025
I-5 to Orchard Village Road
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 15:00 TIME STOP 16:00
72 0
71 0
70 0 SURVEY ADDRESS: 24700 McBean Pkwy
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/school/church, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 3 lanes in each direction, raised median with landscaping, downhill grade in NB direction, 60 0 multiple traffic signals (Tournament Road, Singing Hills Drive, and Allegro Drive), curvilinear 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 X 1 DAILY TRAFFIC: 30,500 SEGMENT LENGTH: 1.06
53 X 1
52 XXX 3
51 0
50 X XXXXXX 7 ACCIDENT HISTORY: 6 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 X XXXXX 6
48 XXXXX XXX 8 ACCIDENT RATE: 0.25 acc/mvm EXPECTED RATE: 0.87 acc/mvm 47 XXXXXXXX XXX 11
46 XXXXXXX XXXXXXX 14
45 XXXXXXXXXXX XXXXXXXXXXX 22
44 X XXXXX 6 85TH %: 46 mph
43 XXXXXXX XXXXXXXXXX 17 Justification for Proposed Speed Limit:
42 XXXXX XXXXX 10 P 50TH %: 40 mph
41 XXXXXX XXXX 10 A
40 XXXXXXXXXX XXXXXXXXXXXX 22 C 15TH %: 34 mph
39 XXXXXXXXXXXXXXXXXXXXXX 23 E
38 XXXXXX XXXXXX 12 AVERAGE SPEED: 40 mph
37 XXXXX XXXXXXXXXX 15
36 XXXXXXXXXX XXXXXX 16 10 MPH PACE: 36 - 45 mph
35 XXXXXXXXXXX XX 13
34 XXXXXXX XXX 10 % IN PACE: 57%
33 XXXXXX XXXXXX 12
32 XXXXX XXX 8 % OVER PACE: 19%
31 XXXXX XXXXX 10
30 XX 2 % UNDER PACE: 24%
29 X 1
28 XX 2
27 XX 2
26 XX 2 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45 25 X 1
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
267
DATE
McBean Parkway
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:
the speed limit on this segment at 45 mph.

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to post
TRAFFIC No. 2838
Filename: 106 McBI-5Orc.xls 12/11/2025
Orchard Village Road to Valencia Boulevard
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 14:50 TIME STOP 15:20
72 0
71 0
70 0 SURVEY ADDRESS: 23857 McBean Pkwy
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/commercial/church, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 3 lanes each direction, raised median with landscaping, curvilinear, multiple traffic signals 60 0 (Avenida Navarre, Granary Square, Arroyo Park Drive, and Del Monte Drive) 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 X 1 AVERAGE
54 X 1 DAILY TRAFFIC: 38,000 SEGMENT LENGTH: 1.35
53 XX 2
52 XX XXX 5
51 XXX XXX 6
50 XX XXXXXXXX 10 ACCIDENT HISTORY: 9 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXX XX 6
48 XXXXX XXXXXXXXXXXX 17 ACCIDENT RATE: 0.24 acc/mvm EXPECTED RATE: 0.87 acc/mvm 47 XXXX XXXXXXXXXXXX 16 P
46 XXXXX XX 7 A
45 XXXXXXX XXXXXXXXXX 17 C
44 XXXXXXXX XXXXXXX 15 E 85TH %: 49 mph
43 XXXXXX XXX 9
42 XXXXXXX XXXXXXXXXXXX 19 50TH %: 44 mph Based on the 85th percentile speed and 41 XXXX XXXXXXXX 12 CVC 22358.6(c), it is recommeded to post 40 XXXXXX XXXX 10 15TH %: 37 mph the speed limit on this segment at 45 mph. 39 XXX 3
38 XXXXXXXX 8 AVERAGE SPEED: 43 mph
37 XXXXXXXXXX XXX 13
36 XXXXX X 6 10 MPH PACE: 41 - 50 mph
35 XXXXXXX XXX 10
34 XXXX X 5 % IN PACE: 64%
33 XX 2
32 0 % OVER PACE: 8%
31 0
30 0 % UNDER PACE: 29%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
200
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

McBean Parkway
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 107 McBOrcVal.xls 12/11/2025
Valencia Boulevard to Magic Mountain Parkway
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 14:10 TIME STOP 14:40
72 0
71 0
70 0 SURVEY ADDRESS: 26643 McBean Pkwy
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial/residential, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 3 lanes NB, 4 lanes SB, raised median with landscaping, multiple traffic signals (Mall 60 0 Entrance and Town Center Drive)
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 40,600 SEGMENT LENGTH: 0.49
53 X 1
52 XX 2
51 XX 2
50 XXXXX 5 ACCIDENT HISTORY: 4 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXXX XX 8
48 XXXXXXXXXXXXX XXXXXXXX 21 ACCIDENT RATE: 0.28 acc/mvm EXPECTED RATE: 0.87 acc/mvm 47 XXXXXXXX XX 10
46 XXXX XXXX 8
45 XXXXXXX XXX 10 P
44 XXXXXXXX XX 10 A8 5 T H % : 48 mph
43 XXXXXXXXXX XXXXXXXX 18 C Justification for Proposed Speed Limit:
42 XXXXXXXXXX XXX 13 E 50TH %: 42 mph
41 XXXXXX XXXXXXX 13
40 XXXXXXXXXXX 11 15TH %: 37 mph
39 XXXXXX XXXXXXXXXXXXXX 20
38 X XXXX 5 AVERAGE SPEED: 42 mph
37 XXXXXXX XXXXXXXXX 16
36 XXX XXXXXXX 10 10 MPH PACE: 39 - 48 mph
35 0
34 X XXXX 5 % IN PACE: 67%
33 XXX 3
32 XX 2 % OVER PACE: 9%
31 XXX 3
30 XX 2 % UNDER PACE: 24%
29 X 1
28 X 1
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
200
DATE

GRAND TOTAL
Based on the 85th percentile speed and
CVC 22358.6(c), it is recommended to post
the speed limit on this segment at 45 mph.

McBean Parkway
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 108 McBValMag.xls 12/11/2025
Magic Mountain Parkway to Newhall Ranch Road
75 0
74 0
73 0 DATE: 4/1/2025 TIME START 13:20 TIME STOP 14:05
72 0
71 0
70 0
69 0
68 0
67 0
66 0
65 0
64 0
63 0
62 0
61 0
60 0
59 0
58 0
57 0
SURVEY ADDRESS: 76 McBean Pkwy
ROAD CONDITION: Good
WEATHER: Clear
ROAD DESCRIPTION Commercial/residential, no on-street parking ("No Stopping Any Time") ROAD GEOMETRICS 4 lanes each direction, raised median with landscaping, bike path, multiple traffic signals (Creekside Road, Bridgeport Lane/Avenue Scott, and Baywood Lane)

CONDITIONS NOT
READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 60,000 SEGMENT LENGTH: 0.88
53 XX 2
52 XX XX 4
51 XXXX XXX 7
50 XXXX XXXXXXXXX 13 ACCIDENT HISTORY: 16 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XX XXXXXXX 9
48 XXXXX XXXXX 10 ACCIDENT RATE: 0.42 acc/mvm EXPECTED RATE: 0.87 acc/mvm 47 XXXXX XXXX 9
46 XXXX XXXXXXX 11
45 XXXXXXXXXX XXXXX 15
44 XXXXXXX XXXXXX 13 85TH %: 49 mph
43 XXX XXXXXXX 10 P Justification for Proposed Speed Limit:
42 XXXXXXXXXXXXXXXXXXXXX 21 A5 0 T H % : 42 mph
41 XXXXXXXX XXXXXXX 15 C
40 XXXXXXXXXXX XXXXXXX 18 E 15TH %: 37 mph
39 XXXXXXX XXX 10
38 XXXXXX XXXXXXX 13 AVERAGE SPEED: 43 mph
37 XXX XXXXXXX 10
36 XXXX XXXXXX 10 10 MPH PACE: 37 - 46 mph
35 XXXX XX 6
34 XX X 3 % IN PACE: 64%
33 XX X 3
32 X 1 % OVER PACE: 25%
31 0
30 0 % UNDER PACE: 11%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 50 PROPOSED SPEED LIMIT: 50
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
213
DATE
McBean Parkway
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
the speed limit on this segment at 50 mph.

GRAND TOTAL
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to post
TRAFFIC No. 2838
Filename: 109 McBMagNew.xls 12/11/2025
Newhall Ranch Road to Copper Hill Drive
75 0
74 0
73 0 DATE: 3/25/2025 TIME START 9:00 TIME STOP 9:35
72 0
71 0
70 0 SURVEY ADDRESS: 27185 McBean Pkwy
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/commercial/park/church, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 X 1 ROAD GEOMETRICS 3 lanes each direction, raised median with landscaping, school crossing at Sunset Hills 60 0 Drive, multiple traffic signals (Fairview Drive, Cottage Circle, Decoro Drive, Northpark Drive, 59 0 Sunset Hills, and Groverhouse Drive)
58 X 1 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 XX 2 AVERAGE
54 XXXXXXX XXXXXXXXX 16 DAILY TRAFFIC: 31,600 SEGMENT LENGTH: 2.26 53 X XXXX 5
52 XXXX XXXXXXXXXXXXXXX 19
51 XXXXXXXXXX XXXXXXX 17
50 XXXXXXXXXXXXXXXXXX 18 ACCIDENT HISTORY: 14 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXXXX XXX 10 P
48 XXXXXXXXXXXXXXXXXXXXXXXXX 26 A ACCIDENT RATE: 0.27 acc/mvm EXPECTED RATE: 0.87 acc/mvm 47 XXX XXXXXXX 10 C
46 XXXXXXXXX XXXXXXXXXXXX 21 E
45 XXXX XXXXXXXXXXXXXXX 24
44 XXXXXXXX XXXXX 13 85TH %: 52 mph
43 XX XXXXXXXX 10 Justification for Proposed Speed Limit:
42 XX 2 50TH %: 48 mph
41 XXXXX 5
40 XXX X 4 15TH %: 44 mph
39 0
38 0 AVERAGE SPEED: 48 mph
37 X 1
36 0 10 MPH PACE: 43 - 52 mph
35 0
34 0 % IN PACE: 82%
33 0
32 0 % OVER PACE: 12%
31 0
30 0 % UNDER PACE: 6%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 50 PROPOSED SPEED LIMIT: 50
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
205
DATE
McBean Parkway
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to post
the speed limit on this segment at 50 mph.

TRAFFIC No. 2838
Filename: 110 McBNewCop.xls 12/11/2025
Camp Plenty Road to Whites Canyon Road
75 0
74 0
73 0 DATE: 5/7/2025 TIME START 13:00 TIME STOP 15:00
72 0
71 0
70 0 SURVEY ADDRESS: 19344 Nadal St
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/school, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, multiple school crossings (Camp Plenty 60 0 Road and Whites Canyon Road), 25 mph school zone, curvilinear 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 5,000 SEGMENT LENGTH: 0.59
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 4 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 1.86 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 X 1
44 X 1 85TH %: 39 mph
43 XX 2
42 XX XX 4 50TH %: 35 mph Based on the 85th percentile speed and 41 XXX XXXXX 8 CVC 22358.6(c), it is recommeded to post 40 XX XX 4 15TH %: 28 mph the speed limit on this segment at 35 mph. 39 XXXXXX XXXXXXX 13
38 XXXXXXXX XX 10 AVERAGE SPEED: 34 mph
37 XXXXXXX XXXXXXX 14
36 XXXXXX XXXXX 11 P 10 MPH PACE: 30 - 39 mph
35 XXXXXXX XXXXXX 13 A
34 XX XX 4 C% I N P A C E : 61%
33 XXX XXX 6 E
32 XX XX 4 % OVER PACE: 13%
31 XXXXX XXXXXXXXXX 15
30 XXXXX XXX 8 % UNDER PACE: 26%
29 XXXXXXXXXXX XX 13
28 XX XXXXXX 8
27 XXX XXXXX 8
26 XX 2 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 XX 2
24 XX X 3
23 X 1
22 XX X 3 OBSERVED BY: NDS
21 0
20 X 1
19 0 REVIEWED BY: Ruben Perales
18 X 1
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
160
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Nadal Street
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 111 NadCamWhi.xls 12/11/2025
Shangri La Drive (N) to Shangri La Drive (S)
75 0
74 0
73 0 DATE: 5/1/2025 TIME START 11:00 TIME STOP 13:00
72 0
71 0
70 0 SURVEY ADDRESS: 18802 Helios Ct (on Nathan Hill Rd) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, significant downhill grade in WB direction, 60 0 curvilinear
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 2,000 SEGMENT LENGTH: 0.41
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 37 mph
43 XX 2
42 X 1 50TH %: 33 mph Based on the 85th percentile speed and 41 XX 2 CVC 22358.6(a), it is recommended to post
40 X 1 15TH %: 28 mph the speed limit on this segment at 35 mph. 39 XXX 3
38 XXXXX X 6 AVERAGE SPEED: 33 mph
37 XXXXX XX 7
36 XXXXX XXX 8 10 MPH PACE: 29 - 38 mph
35 XXXXXXX XXXXX 12 P
34 XXXXXX XXXXX 11 A% I N P A C E : 75%
33 XXX XXXXX 8 C
32 XXXXX XXXXXXXXXX 15 E % OVER PACE: 8%
31 XXXXX XXX 8
30 XX XX 4 % UNDER PACE: 17%
29 X XXXXX 6
28 XX XXX 5
27 XXX XXXXX 8
26 XXXX 4 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 XX 2
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
113
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Nathan Hill Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 112 NatShaSha.xls 12/11/2025
Sierra Highway to Newhall Avenue
75 0
74 0
73 0 DATE: 4/17/2025 TIME START 11:00 TIME STOP: 13:00 72 0
71 0
70 0 SURVEY ADDRESS: 21700 Needham Ranch Pkwy
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, two-way left turn lane 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 4,000 SEGMENT LENGTH: 1.50
53 0
52 0
51 X 1
50 X 1 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 X 1
48 X XXX 4 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 XXX X 4
46 X 1
45 XXX XXX 6
44 XX XX 4 85TH %: 44 mph
43 XXXXX 5
42 X 1 50TH %: 34 mph Based on the 85th percentile speed, truck 41 XX XXXXX 7 traffic and CVC 22358.6(c), it is recommended 40 XXXXX XX 7 15TH %: 25 mph to post the speed limit on this segment 39 XX X 3 at 40mph.
38 XX 2 AVERAGE SPEED: 35 mph
37 X XXXXX 6
36 XX 2 10 MPH PACE: 26 - 35 mph
35 XX XXX 5
34 XXX X 4 % IN PACE: 39%
33 XXXXX XX 7
32 X XXX 4 P % OVER PACE: 45%
31 XXXXX X 6 A
30 XX X 3 C % UNDER PACE: 16%
29 X XXXXX 6 E
28 XX 2
27 XXXXX XX 7
26 XXX X 4 EXISTING SPEED LIMIT: 40 PROPOSED SPEED LIMIT: 40 25 XX X 3
24 XXX X 4
23 XX X 3
22 XX X 3 OBSERVED BY: NDS
21 XX X 3
20 XX 2
19 X 1 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
122
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Needham Ranch Parkway
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 113 NeeSieNew.xls 12/11/2025
16th Street to Lyons Avenue
75 0
74 0
73 0 DATE: 4/2/2025 TIME START 14:00 TIME STOP 16:00
72 0
71 0
70 0 SURVEY ADDRESS: 25052 Newhall Ave
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/school, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, speed feedback sign, multiple school crossings 60 0 (Lyons Avenue, 13th Street, 14th Street, 15th Street, Dalbey Drive, and 16th Street), multiple 59 0 all-way STOPs (14th Street, 15th Street, Dalbey Drive, and 16th Street), 25 mph school zone 58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 7,000 SEGMENT LENGTH: 0.83
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 3 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.71 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 32 mph
43 0
42 0 50TH %: 28 mph Based on the 85th percentile speed, school 41 0 area, park, on street parking, high
40 X 1 15TH %: 23 mph pedestrian activity and CVC 22358.6(b), 39 0 it is recommended to post the speed limit
38 0 AVERAGE SPEED: 28 mph on this segment at 25 mph.
37 XX 2
36 XX 2 10 MPH PACE: 23 - 32 mph
35 XXX XX 5
34 X 1 % IN PACE: 75%
33 XX X 3
32 XXX XXX 6 % OVER PACE: 11%
31 XX XXXXXXXX 10
30 X XXXXX 6 % UNDER PACE: 14%
29 XXXXXXXXXX XXXXXXXXXXX 21 P
28 XXXXX XXXXXX 11 A
27 XX XXXXXX 8 C
26 XXXXX XXXXX 10 E EXISTING SPEED LIMIT: 25 PROPOSED SPEED LIMIT: 25 25 XXXXX XXXXX 10
24 X 1
23 XXXXXXX XXX 10
22 XX XXX 5 OBSERVED BY: NDS
21 XX X 3
20 X 1
19 XX XXX 5 REVIEWED BY: Ruben Perales
18 X 1
17 XX 2 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
124
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Newhall Avenue
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 114 New16Lyo.xls 12/11/2025
Lyons Avenue to Main Street
75 0
74 0
73 0 DATE: 4/28/2025 TIME START 13:34 TIME STOP 14:06
72 0
71 0
70 0 SURVEY ADDRESS: 24377 Newhall Ave
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/commercial/church/park, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, traffic signal at Market Street, 30 mph on 60 0 curve multiple pedestrian crossings (Main Street, 8th Street, and 9th Street), school crossing 59 0 at Lyons Avenue, roundabout at Main Street, curvilinear 58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 17,200 SEGMENT LENGTH: 0.48
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 2 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.33 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 32 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 29 mph
41 0
40 0 15TH %: 26 mph
39 X 1
38 0 AVERAGE SPEED: 29 mph
37 XX 2
36 0 10 MPH PACE: 25 - 34 mph
35 XXX X 4
34 XXX XXXX 7 % IN PACE: 91%
33 XXXXXXX XXXXXX 13
32 XXXXXXXX XXXXXXX 15 % OVER PACE: 4%
31 XXXXXXXXXX XXXXXXXXXXXX 22 P
30 XXXXXXXXXXX XXXXXXXXXXXXXXX 27 A % UNDER PACE: 6%
29 XXXXXXXXXXXXXXXXXXXXXXXXXXXXX 30 C
28 XXXXXXXXXXXXX XXXXXXXXX 22 E
27 XXXXXXX XXXXXXXXXXXXX 20
26 XXXXXXX XXXXXXXX 15 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 30 25 XXXXXX XXXXX 11
24 XXX XXX 6
23 XXX X 4
22 X 1 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
200
DATE
crossing and CVC 22358.6(a), it is
recommended to post the speed limit on
this se
gment at 30 mph.

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Based on the 85th percentile speed, school
area, senior center, uncontrolled pedestrian
Newhall Avenue
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 115 NewLyoMai.xls 12/11/2025
Main Street to Railroad Avenue
75 0
74 0
73 0 DATE: 4/22/2025 TIME START 14:00 TIME STOP 16:00
72 0
71 0
70 0 SURVEY ADDRESS: 24144 Newhall Ave
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes EB, 1 lane WB, double-double yellow center lane, roundabout at Main Street 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 16,100 SEGMENT LENGTH: 0.14
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.61 acc/mvm EXPECTED RATE: 1.61 acc/mvm 47 0
46 0
45 0
44 X 1 85TH %: 35 mph
43 X 1 Justification for Proposed Speed Limit:
42 X 1 50TH %: 31 mph
41 XX 2
40 XX X 3 15TH %: 27 mph
39 XXX XXXXX 8
38 XX X 3 AVERAGE SPEED: 31 mph
37 XXXXXXXX X 9
36 XXXXXXXXXXX XXXXXXX 18 10 MPH PACE: 27 - 36 mph
35 XXXXXXXXXXXX XXXXXXXXXXXX 24
34 XXXXXXXXXXXXXXXXXXXXXXX 23 % IN PACE: 77%
33 XXXXXXXXXXXX XXXXXXXXXXXXXXX 30 P
32 XXXXXXXXXXXX XXXXXXXXXXXXX 25 A % OVER PACE: 9%
31 XXXXXXXXXX XXXXXXXXXXXX 22 C
30 XXXXXXXXXXXXX XXXXXXXXXXXX 25 E % UNDER PACE: 14%
29 XXXXXXXXXX XXXXXXXXXXXX 22
28 XXXXXXXXXXX XXXXXXXXXXXXX 24
27 XXXXXXXXXXXX XXXXXXXXXXXXX 25
26 XXXXXXXXXX XXXXXX 16 EXISTING SPEED LIMIT: 30 PROPOSED SPEED LIMIT: 30 25 XXXXX XXXXX 10
24 XXXXXX X 7
23 XXXXX X 6
22 XX X 3 OBSERVED BY: NDS
21 X 1
20 X 1
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
310
DATE
Newhall Avenue
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
roundabout, continuity of speed, senior
center and CVC 22358.6(b), it is
recommended to post the speed limit on
this se
gment at 30 mph.

Based on the 85th percentile speed,
TRAFFIC No. 2838
Filename: 116 NewMaiRai.xls 12/11/2025
Railroad Avenue to SR-14
75 0
74 0
73 0 DATE: 4/17/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 23484 Newhall Ave
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 3 lanes each direction, raised median with landscaping, railroad tracks near Railroad 60 0 Avenue, multiple traffic signals (Pine Street/Arch Street, Carl Court, Valle del Oro, and 59 0 Sierra Highway), curvilinear
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 45,400 SEGMENT LENGTH: 1.53
53 0
52 X 1
51 X 1
50 XX X 3 ACCIDENT HISTORY: 14 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 X 1
48 XXXXX XX 7 ACCIDENT RATE: 0.28 acc/mvm EXPECTED RATE: 0.75 acc/mvm 47 XXXXXXX XXXXX 12
46 XXXXXXX XXXXXX 13
45 XXXXXXXXXXXXX XXXXX 18
44 XXXXXXX XXXXXX 13 85TH %: 45 mph
43 XXXXXXXXXXXX XXXXXXXXXXXXXXX 27
42 XXXXXX XXXXXXXXXXX 17 P 50TH %: 40 mph Based on the 85th percentile speed, 41 XXXXXXXX XXXXXXX 15 A driveways, railroad crossing and 40 XXXXXXXXXXXXXXXXXXXXXXXXX 25 C1 5 T H % : 34 mph CVC 22358.6(b), it is recommeded to post 39 XXXXXX XXXXXXXXXXX 17 E the speed limit on this segment at 40 mph. 38 XXXXXXX XXXXXXX 14 AVERAGE SPEED: 40 mph
37 XXXXXXXXXXX XXXXX 16
36 XXXXXXXXXXX XXXXXX 17 10 MPH PACE: 36 - 45 mph
35 XXXXXXX XXXXXXX 14
34 XXX XXXXX 8 % IN PACE: 64%
33 XXX XXXXX 8
32 XXXXX XXXXXX 11 % OVER PACE: 14%
31 X XXXXX 6
30 XX X 3 % UNDER PACE: 22%
29 XX XXX 5
28 XX X 3
27 XX X 3
26 0 EXISTING SPEED LIMIT: 40 PROPOSED SPEED LIMIT: 40
25 X 1
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
279
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Newhall Avenue
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 117 NewRaiSR-14.xls 12/11/2025
Golden Valley Road to Bouquet Canyon Road
75 0
74 0
73 0 DATE: 3/17/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 22348 Driftwood Ct (on Newhall Ranch Rd) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 3 lanes each direction, raised median with landscaping 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 XXXXXXXXXX XXXXXXXXXXX 21 DAILY TRAFFIC: 46,000 SEGMENT LENGTH: 1.77 53 XXXXXXXXXXXX XXXXXX 18 P
52 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 34 A
51 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 37 C
50 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 50 E ACCIDENT HISTORY : 16 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXXXXXXXXXX XXXXXXXXXXX 24
48 XXXXXXXXXXX XXXXXXX 18 ACCIDENT RATE: 0.27 acc/mvm EXPECTED RATE: 0.87 acc/mvm 47 XXXXXXXXX 9
46 0
45 0
44 0 85TH %: 53 mph
43 0
42 0 50TH %: 51 mph Based on the 85th percentile speed and 41 0 CVC 22358.6(c), it is recommended to post
40 0 15TH %: 49 mph the speed limit on this segment at 50 mph. 39 0
38 0 AVERAGE SPEED: 51 mph
37 0
36 0 10 MPH PACE: 47 - 56 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 50 PROPOSED SPEED LIMIT: 50
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
211
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Newhall Ranch Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 118 NewGolBou.xls 12/11/2025
Bouquet Canyon Road to McBean Parkway
75 0
74 0
73 0 DATE: 3/26/2025 TIME START 9:25 TIME STOP 9:55
72 0
71 0
70 0 SURVEY ADDRESS: 23571 Newhall Ranch Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/school/park/commercial, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 4 lanes each direction, raised median with landscaping, bike path on WB side, multiple 60 XX 2 traffic signals (Bridgeport Marketplace/Bridgeview Lane, Grandview Drive, and Hillsborough 59 0 Parkway/Parkwood Lane)
58 XX 2 CONDITIONS NOT
57 X 1 READILY APPARENT:
56 X XXX 4
55 XX 2 AVERAGE
54 XXXXX 5 DAILY TRAFFIC: 51,600 SEGMENT LENGTH: 1.24
53 XXXXXXXXX XX 11
52 XXXXXXXXXXXX XXXXXXXXX 21
51 XXXXXXXXXXXXXX XXXX 18
50 XXXXX XXXXXXXXXXX 16 P ACCIDENT HISTORY : 10 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXXXXX XXXXXXXXXXXXXXX 26 A
48 XXXXXXXXXXXXX XXXXXX 19 C ACCIDENT RATE: 0.21 acc/mvm EXPECTED RATE: 0.87 acc/mvm 47 XXXXXXXXX XXXXX 14 E
46 XXXX XXXXXX 10
45 XXXX XXXXXXXX 12
44 XXXXXXX XXXXXX 13 85TH %: 52 mph
43 0
42 XX 2 50TH %: 49 mph Based on the 85th percentile speed and 41 XX XXXX 6 CVC 22358.6(a), it is recommended to post
40 XX 2 15TH %: 44 mph the speed limit on this segment at 50 mph. 39 X 1
38 0 AVERAGE SPEED: 48 mph
37 0
36 XXXX 4 10 MPH PACE: 44 - 53 mph
35 XXX 3
34 XXX X 4 % IN PACE: 80%
33 0
32 X 1 % OVER PACE: 8%
31 0
30 X 1 % UNDER PACE: 12%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 50 PROPOSED SPEED LIMIT: 50
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
200
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Newhall Ranch Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 119 NewBouMcB.xls 12/11/2025
McBean Parkway to Copper Hill Drive
75 0
74 0
73 0 DATE: 4/2/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 28026 Newhall Ranch Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial/Park, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 4 lanes each direction, raised median with landscaping, bike path on EB side, multiple 60 0 traffic signals (Home Depot Plaza and Avenida Tibbitts/Dickason Drive) 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 35,000 SEGMENT LENGTH: 1.30
53 0
52 XXXXXXXXXX XXXXXXXXXXXX 22
51 XXXXXXXXXX XXXXXXXXXXXXXXX 31 P
50 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 48 A ACCIDENT HISTORY : 2 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 49 C
48 XXXXXXXXXXXXXXXXXXXXXXXXXXXX 31 E ACCIDENT RATE: 0.06 acc/mvm EXPECTED RATE: 0.87 acc/mvm 47 XXXXXXXXXXX XXXXXXX 18
46 XXXXXXXXXXX XXXXXXX 18
45 XXXXXXXX 8
44 0 85TH %: 51 mph
43 0
42 0 50TH %: 49 mph Based on the 85th percentile speed and 41 0 CVC 22358.6(a), it is recommended to post
40 0 15TH %: 47 mph the speed limit on this segment at 50 mph. 39 0
38 0 AVERAGE SPEED: 49 mph
37 0
36 0 10 MPH PACE: 45 - 54 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 50 PROPOSED SPEED LIMIT: 50
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
225
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Newhall Ranch Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 120 NewMcBCop.xls 12/11/2025
Copper Hill Drive to Vanderbilt Way
75 0
74 0
73 0 DATE: 4/1/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 28364 Ave Crooker (on Newhall Ranch Rd) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial/commercial, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 4 lanes each direction, raised median with landscaping, traffic signal at Rye Canyon 60 0 Road/Gateway Village, bike path on EB side
59 0
58 XX 2 CONDITIONS NOT
57 XXXXXXXXXX XXXXXXXXXXXXXXX 25 P READILY APPARENT:
56 XXXXXXXXXXXX XXXXXXXXXXXXXXX 27 A
55 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 43 C AVERAGE
54 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 39 E DAILY TRAFFIC: 34,000 SEGMENT LENGTH: 1.39 53 XXXXXXXXXXXXX XXXXXXXXXXXXXXX 29
52 XXXXXXXXXXX XXXXXXXXXXXXX 24
51 XXXXXXXXXX XXXXXXXXXXXX 22
50 0 ACCIDENT HISTORY: 7 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.20 acc/mvm EXPECTED RATE: 0.87 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 56 mph
43 0
42 0 50TH %: 54 mph
41 0 Based on the 85th percentile speed and
40 0 15TH %: 52 mph CVC 22358.6(a), it is recommended to post 39 0 the speed limit on this segment at 55 mph.
38 0 AVERAGE SPEED: 54 mph
37 0
36 0 10 MPH PACE: 51 - 60 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 0 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 55 PROPOSED SPEED LIMIT: 55
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
211
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Newhall Ranch Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 121 NewCopVan.xls 12/11/2025
McBean Parkway to Copper Hill Drive
75 0
74 0
73 0 DATE: 3/26/2025 TIME START 11:00 TIME STOP: 13:08 72 0
71 0
70 0 SURVEY ADDRESS: 27801 Springtree Ln (on Northpark Dr) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/school, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS:1 lane each direction, undivided, double yellow centerline near intersections, 25 mph school zone, 60 0 all-way STOP and school crossing at Sunset Hills Drive, school warning sign, curvilinear 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 3,000 SEGMENT LENGTH: 1.05
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.43 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 32 mph
43 0
42 0 50TH %: 30 mph Based on the 85th percentile speed and 41 0 CVC 22358.6(a), it is recommended to post
40 0 15TH %: 28 mph the speed limit on this segment at 30 mph. 39 0 this segment at 30 mph.
38 0 AVERAGE SPEED: 30 mph
37 0
36 0 10 MPH PACE: 26 - 35 mph
35 X 1
34 XX 2 % IN PACE: 100%
33 XXXX XXXX 8
32 XXXXXX XXXXXXXXXX 16 P % OVER PACE: 0%
31 XXXXXXXX XXXXXXX 15 A
30 XXXXXXXXXXXX XXXXXXXXXXXX 24 C % UNDER PACE: 0%
29 XXXXXXXX XXXXXXXX 16 E
28 XXXXXXXX XXXXXX 14
27 XXX XXXX 7
26 XX 2 EXISTING SPEED LIMIT: 30 PROPOSED SPEED LIMIT: 30 25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
105
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Northpark Drive
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 122 NorMcBCop.xls 12/11/2025
Soledad Canyon Road to Santa Clara Street
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 11:10 TIME STOP 13:10
72 0
71 0
70 0 SURVEY ADDRESS: 26778 Oak Ave
69 0
68 0 ROAD CONDITION: Fair
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, undivided
60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 3,500 SEGMENT LENGTH: 0.33
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 1.19 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 27 mph
43 0
42 0 50TH %: 25 mph
41 0 Based on the 85thpercentile speed and
40 0 15TH %: 23 mph CVC 22358.6(a), it is recommended to post 39 0 the speed limit on this segment at 25 mph.
38 0 AVERAGE SPEED: 25 mph
37 0
36 0 10 MPH PACE: 21 - 30 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 XX 2 % UNDER PACE: 0%
29 XXX X 4
28 XXXXXX XXX 9
27 XXXXX XXXXXXXXX 14 P
26 XXXXXXXX XXXXXXX 15 A EXISTING SPEED LIMIT: 25 PROPOSED SPEED LIMIT: 25 25 XXXXXXXXXX XXXXXXXXXX 20 C
24 XXXXXXX XXXXXXXXX 16 E
23 XXXXX XXXXXXX 12
22 XXXX X 5 OBSERVED BY: NDS
21 XX X 3
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Oak Avenue
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 123 OakSolSan.xls 12/11/2025
Via Princessa to Railroad Avenue
75 0
74 0
73 0 DATE: 4/15/2025 TIME START 15:00 TIME STOP 16:00
72 0
71 0
70 0 SURVEY ADDRESS: 26534 Oak Ridge Dr
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, two-way left turn lane, railroad crossing at N end of segment, 60 0 25 mph near curves
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 9,000 SEGMENT LENGTH: 0.31
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 2 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.98 acc/mvm EXPECTED RATE: 0.64 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 36 mph
43 0
42 0 50TH %: 32 mph
41 XX 2 Based on the 85th percentile speed and
40 X 1 15TH %: 29 mph CVC 22358.6(a), it is recommended to post 39 XX 2 the speed limit on this segment at 35 mph.
38 XXXXX 5 AVERAGE SPEED: 32 mph
37 X XXXXXXX 8
36 XXX XXX 6 10 MPH PACE: 27 - 36 mph
35 XXXXXXX XXXXXXX 14
34 XXXXX XXXXX 10 % IN PACE: 84%
33 XXXXXXX XXXXXX 13 P
32 XXXXXXXX XXXXXXXXXXXX 20 A % OVER PACE: 13%
31 XXXXXX XXXXX 11 C
30 XXXXXX XXXXXX 12 E % UNDER PACE: 3%
29 XXXXXXX XXXXX 12
28 XXXXXX 6
27 XXXXXXXX X 9
26 XX 2 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 XX 2
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
135
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Oak Ridge Drive
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 124 OakViaRai.xls 12/11/2025
McBean Parkway to Wiley Canyon Road
75 0
74 0
73 0 DATE: 4/1/2025 TIME START 12:00 TIME STOP 14:00
72 0
71 0
70 0 SURVEY ADDRESS: 23804 Langston St (on Orchard Village Rd) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, raised median with landscaping, bike route 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 28,000 SEGMENT LENGTH: 0.55
53 XX X 3
52 X 1
51 XXX 3
50 XX X 3 ACCIDENT HISTORY: 2 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XX XXXXXX 8
48 XXXXXXX XXXXXX 13 ACCIDENT RATE: 0.18 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 XXXXXXXX XXXXXXXXXXX 19
46 XXXXXXXX XXXXXX 14
45 XXXXXXXX XXXXX 13
44 XXXXXXXXXXXXXXXXXXXXXXXXXXX 27 P 85TH %: 47 mph
43 XXXXXXXXXXX XXXXXXXXXXX 22 A Justification for Proposed Speed Limit:
42 XXXXXXXXXXX XXXXXXXXXXX 22 C5 0 T H % : 42 mph
41 XXXXX XXXXXXXXXXXX 17 E
40 XXXXXXXX XXXXXXXXXX 18 15TH %: 36 mph
39 XXXXXXXXXX XXXXXXXXXXXXX 23
38 XXXXXXXXXXXX XXXXXXX 19 AVERAGE SPEED: 41 mph
37 XXXXXXXX XXX 11
36 XXXXXXXX XXXXXXXX 16 10 MPH PACE: 38 - 47 mph
35 XXXXXX XXX 9
34 X XXXXX 6 % IN PACE: 68%
33 X XXX 4
32 XX XXX 5 % OVER PACE: 11%
31 XXX 3
30 XX 2 % UNDER PACE: 21%
29 0
28 XX 2
27 X 1
26 X 1 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45 25 0
24 0
23 X 1
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
286
DATE
Orchard Village Road
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:
speed limit on this segment at 45 mph.

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to post
TRAFFIC No. 2838
Filename: 125 OrcMcBWil.xls 12/11/2025
Wiley Canyon Road to Lyons Avenue
75 0
74 0
73 0 DATE: 4/2/2025 TIME START 11:00 TIME STOP 13:00
72 0
71 0
70 0 SURVEY ADDRESS: 25235 Orchard Village Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, no on-street parking ("No Stopping Any Time" and "No Parking Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, raised median with landscaping, 25 mph school zone, bike route 60 0 multiple traffic signals with school crossings (Dalbey Drive and Avenida Ronada/16th Street) 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 24,000 SEGMENT LENGTH: 0.80
53 0
52 XX 2
51 XXX XXXXX 8
50 XXX XXX 6 ACCIDENT HISTORY: 3 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 X XXXXXXX 8
48 XXXXXXXXXXX XXXXXX 17 ACCIDENT RATE: 0.21 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 XXXXX XXXXXXXXXX 15
46 XXXXXXXXXX XXXXX 15
45 XXXXXXXXXXXXXXXXXXXXXX 24 P
44 XXXXXXXXXXX XXXXXXX 18 A8 5 T H % : 47 mph
43 XXXXXXXXXX XXXXXXXXXXXX 22 C
42 XXXXXXXXXX XXXXXXX 17 E 50TH %: 41 mph Based on the 85th percentile speed and 41 XXX XXXXXXXX 11 CVC 22358.6(a), it is recommended to post 40 XXXXXXXXXXXXX XXXXXXXXXXX 24 15TH %: 33 mph the speed limit on this segment at 45 mph. 39 XXXXXXXXXX XXXXXXXXXX 20
38 XXXXX XXXXX 10 AVERAGE SPEED: 40 mph
37 XXXXXXX XXXXXXXXXXX 18
36 XXXXXXX XXXXX 12 10 MPH PACE: 39 - 48 mph
35 XXXXX XX 7
34 XX 2 % IN PACE: 60%
33 XXXXX XX 7
32 XX X 3 % OVER PACE: 8%
31 XX XXXXX 7
30 XX 2 % UNDER PACE: 32%
29 XX XXXXX 7
28 XX X 3
27 X XXX 4
26 XX XXX 5 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45 25 XX 2
24 XX X 3
23 X 1
22 X 1 OBSERVED BY: NDS
21 X 1
20 XX 2
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
304
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Orchard Village Road
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 126 OrcWilLyo.xls 12/11/2025
12th Street to Aden Avenue
75 0
74 0
73 0 DATE: 4/22/2025 TIME START 11:00 TIME STOP 12:00
72 0
71 0
70 0 SURVEY ADDRESS: 22188 Placerita Canyon Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/school, limited on-street parking ("No Stopping Any Time" and "No Parking Any 63 0 Time")
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, horse crossing warning sign 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 6,600 SEGMENT LENGTH: 0.25
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 X 1
45 0
44 X 1 85TH %: 42 mph
43 XXXXX XXX 8
42 XXXXX XXXXX 10 50TH %: 36 mph Based on the 85th percentile speed, no 41 X XXXXX 6 sidewalk, narrow road and CVC 22358.6(b),
40 XXX XXX 6 P 15TH %: 30 mph it is recommended to post the speed limit 39 XX XXXXXX 8 A on this segment at 35 mph.
38 XXXXX XXXXXXX 12 C AVERAGE SPEED: 36 mph
37 XXX XX 5 E
36 XX XXX 5 10 MPH PACE: 34 - 43 mph
35 XXXXXXXX XXXXX 13
34 X XXXXXX 7 % IN PACE: 65%
33 XXXXX XX 7
32 XXX XX 5 % OVER PACE: 2%
31 XX XXXXXX 8
30 XXXXX X 6 % UNDER PACE: 33%
29 XXX 3
28 XX XXX 5
27 XX 2
26 X 1 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 XX X 3
24 X 1
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
123
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Placerita Canyon Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 127 Pla12Ade.xls 12/11/2025
Sierra Highway to 2200' w/o Sierra Highway (End of City Maintained Road) 75 0
74 0
73 0 DATE: 3/24/2025 TIME START 12:54 TIME STOP 14:54
72 0
71 0
70 0 SURVEY ADDRESS: 20698 Placerita Canyon Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Rural, on-street parking
63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, horse warning sign 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 1,400 SEGMENT LENGTH: 0.42
53 0
52 X 1
51 XX X 3
50 X 1 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXX 3
48 XX 2 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.61 acc/mvm 47 XX 2
46 XXX 3
45 XX 2
44 XX 2 85TH %: 47 mph
43 XX XX 4 Justification for Proposed Speed Limit:
42 XX X 3 50TH %: 41 mph
41 XXXXXXXX 8 P
40 XXXX XX 6 A1 5 T H % : 36 mph
39 XX X 3 C
38 X XXXX 5 E AVERAGE SPEED: 41 mph
37 X 1
36 XX XXXX 6 10 MPH PACE: 35 - 44 mph
35 XXX 3
34 X 1 % IN PACE: 63%
33 XX X 3
32 0 % OVER PACE: 26%
31 X 1
30 X 1 % UNDER PACE: 11%
29 X 1
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
65 DATE

GRAND TOTAL
Placerita Canyon Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommended to post
the speed limit on this segment at 45 mph.

TRAFFIC No. 2838
Filename: 128 PlaSieSie.xls 12/11/2025
Sand Canyon Road to 200' east of Los Angeles County Walker Ranch Trailhead 75 0
74 0
73 0 DATE: 3/26/2025 TIME START 10:45 TIME STOP 12:45
72 0
71 0
70 0 SURVEY ADDRESS: 16330 Placerita Canyon Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Rural, on-street parking
63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, "Icy" warning sign, curvilinear, 35 mph near 60 0 curve
59 0
58 0 CONDITIONS NOT
57 X 1 READILY APPARENT:
56 0
55 X 1 AVERAGE
54 XX 2 DAILY TRAFFIC: 6,100 SEGMENT LENGTH: 1.75
53 X 1
52 XXX X 4
51 XXX 3
50 XXXX XXX 7 ACCIDENT HISTORY: 2 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XX XX 4
48 XXX XXX 6 ACCIDENT RATE: 0.26 acc/mvm EXPECTED RATE: 0.61 acc/mvm 47 XX 2
46 XXXX XX 6
45 XXXX XX 6 P
44 XX XXXX 6 A8 5 T H % : 50 mph
43 XXXX XX 6 C
42 XXXX XXXX 8 E 50TH %: 43 mph Based on the 85th percentile speed and 41 X XXXXXX 7 CVC 22358.6(a), it is recommended to post 40 X XXXXXX 7 15TH %: 37 mph the speed limit on this segment at 50 mph. 39 XX XXXXX 7
38 XX 2 AVERAGE SPEED: 43 mph
37 XXX XXX 6
36 XX 2 10 MPH PACE: 39 - 48 mph
35 XX X 3
34 XXX 3 % IN PACE: 58%
33 X 1
32 XX 2 % OVER PACE: 22%
31 X 1
30 X 1 % UNDER PACE: 20%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 50 PROPOSED SPEED LIMIT: 50
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
105
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Placerita Canyon Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 129 PlaSanWal.xls 12/11/2025
Bouquet Canyon Road to Golden Valley Road
75 0
74 0
73 0 DATE: 4/3/2025 TIME START 9:00 TIME STOP: 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 20420 Samual Dr (on Plum Canyon Rd) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/park, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, raised median with landscaping, bike lanes with buffer zones, 60 0 traffic signal at Rodgers Drive, school crossing at Golden Valley Road/Santa Clarita Road 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 XX 2
55 X 1 AVERAGE
54 XX X 3 DAILY TRAFFIC: 22,000 SEGMENT LENGTH: 0.89
53 XX X 3
52 XXX XXXXX 8
51 XXX XXX 6
50 XXXXXXX XXXXXXXXXXX 18 ACCIDENT HISTORY: 3 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXXXXXXX XXXXX 15
48 XXXXXX XXXXXXXXXXX 17 ACCIDENT RATE: 0.21 acc/mvm EXPECTED RATE: 0.64 acc/mvm 47 XXXXXXXXXX XXXXXXX 17
46 XXXXXXXXXXXX XXXXXXX 19
45 XXXXXXXXXXXXXXXXXXXXXXX 23 P
44 XXXXXXXXXXXXXXXXXX 18 A 85TH %: 49 mph
43 XXXXXXXXXXXXX XXXXXXXXXXXX 25 C
42 XXXXXXXXXXXXXXXXXXXXXXXXXXX 27 E 50TH %: 44 mph Based on the 85th percentile speed and 41 XXXXXXX XXXXXXXX 15 CVC 22358.6(c), it is recommended to post 40 XXXXXXX XXXXXXXX 15 15TH %: 39 mph the speed limit on this segment at 45 mph. 39 XXXXXXXXXX XXXXXXXXXX 20
38 XX XXXXXXX 9 AVERAGE SPEED: 44 mph
37 XXXXXXXX X 9
36 XX XX 4 10 MPH PACE: 39 - 48 mph
35 XX XX 4
34 XX X 3 % IN PACE: 69%
33 X 1
32 X 1 % OVER PACE: 20%
31 0
30 X 1 % UNDER PACE: 12%
29 X 1
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
285
DATE
Plum Canyon Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

TRAFFIC No. 2838
Filename: 130 PluBouGol.xls 12/11/2025
Golden Valley Road to Skyline Ranch Road
75 0
74 0
73 0 DATE: 4/30/2025 TIME START 13:15 TIME STOP: 15:15 72 0
71 0
70 0 SURVEY ADDRESS: 19444 Castile Ln (on Plum Canyon Rd) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/commercial, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, raised median with landscaping, bike lanes with buffer zones 60 0 multiple traffic signals (Mariel Way, Heller Circle, and La Madrid Drive) 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 22,000 SEGMENT LENGTH: 0.69
53 0
52 X 1
51 XX 2
50 XX XX 4 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXX 3
48 XXXX XXXXXXXX 12 ACCIDENT RATE: 0.09 acc/mvm EXPECTED RATE: 0.64 acc/mvm 47 XXXXXXXX XXXXXXXXXXXX 20
46 XXXXXXXXXXXX XXXXXXXXXXXXXXX 27
45 XXXXXXXXXX XXXXXXXXXXXXXX 24 P
44 XXXXXXX XXXXXXXXX 16 A 85TH %: 47 mph
43 XXXXXXXX XXXXXXXXX 17 C
42 XXX XXXXXXXX 11 E 50TH %: 44 mph Based on the 85th percentile speed and 41 XXXX XXXXXX 10 CVC 22358.6(a), it is recommended to post 40 XXXXXXXXX XXXXXX 15 15TH %: 39 mph the speed limit on this segment at 45 mph. 39 XXXXXXXX XX 10
38 XXXXXX XX 8 AVERAGE SPEED: 43 mph
37 XXXX XXX 7
36 XXXXXXX 7 10 MPH PACE: 39 - 48 mph
35 X 1
34 XXXX 4 % IN PACE: 80%
33 XX 2
32 0 % OVER PACE: 5%
31 0
30 X 1 % UNDER PACE: 15%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
202
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Plum Canyon Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 131 PluGolSky.xls 12/11/2025
Newhall Avenue to 15th Street
75 0
74 0
73 0 DATE: 4/17/2025 TIME START 15:00 TIME STOP 16:00
72 0
71 0
70 0 SURVEY ADDRESS: 24135 Railroad Ave
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial/train statioin, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, two-way left turn lane, traffic signal at Market Street 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 30,000 SEGMENT LENGTH: 0.53
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 7 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.60 acc/mvm EXPECTED RATE: 0.64 acc/mvm 47 0
46 X 1
45 XX X 3
44 XX XX 4 85TH %: 41 mph
43 XXXXXXXXXXX XX 13
42 XXXXXXX X 8 50TH %: 36 mph Based on the 85th percentile speed, train 41 XXXXXXXXXXX XXXXX 16 station, horizontal curve, on street parking 40 XXXXXXXXXXXXX XXXXX 18 15TH %: 30 mph and CVC 22358.6(b), it is recommended to 39 XXXXXXXXXXXXXXXXXXXXX 23 P post the speed limit on this segment at 38 XXXXXXXXXXXXX XXXXXXXXXX 23 A AVERAGE SPEED: 36 mph 35 mph. 37 XXXXXXXXXXXXXXXXXXXXXXXXX 26 C
36 XXXXXXXXXXXXXXXXXXXXXXXXXX 26 E 10 MPH PACE: 33 - 42 mph 35 XXXXXX XXXXXXX 13
34 XXXXXX XXXXXXXXXX 16 % IN PACE: 68%
33 XX XXXXXXXXXXXX 14
32 X XXXXXXX 8 % OVER PACE: 8%
31 XX XXXXXXXXXXXX 14
30 XX XXXXXXXXXXXXX 15 % UNDER PACE: 24%
29 XX XX 4
28 X XXXXX 6
27 X XXX 4
26 XXXXXX 6 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 XX X 3
24 XX X 3
23 X 1
22 X 1 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
269
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Railroad Avenue
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 132 RaiNew15.xls 12/11/2025
15th Street to Oak Ridge Drive
75 0
74 0
73 0 DATE: 4/23/2025 TIME START 11:00 TIME STOP 13:00
72 0
71 0
70 0 SURVEY ADDRESS: 25053 Railroad Ave
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction (3 lanes NB near Oak Ridge Drive), raised median with landscaping 60 0
59 XX 2
58 XX X 3 CONDITIONS NOT
57 XXX XX 5 READILY APPARENT:
56 XXXXX XXX 8
55 XXXXXXX XXX 10 AVERAGE
54 XXXXXXXXXX XXXXXXXXXXXXXXX 31 DAILY TRAFFIC: 36,500 SEGMENT LENGTH: 0.93 53 XXXXXXXXXXXX XXXXXXXXXX 22
52 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 32
51 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 30 P
50 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 34 A ACCIDENT HISTORY : 11 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 35 C
48 XXXXXX XXXXXXXXXXXXXXX 24 E ACCIDENT RATE: 0.44 acc/mvm EXPECTED RATE: 0.93 acc/mvm 47 XXXXXXXXX XXXXXXXXXXXXX 22
46 XXXXXXXXXXXX XXXXXXXXXXXXXXX 27
45 XXXXXXXXXXXXX XXXXXXXXXXXXX 26
44 XXXXXXXX XXXXXXXXXX 18 85TH %: 53 mph
43 XXXXXXXXXXXX XXXXXXXXXXX 23 Justification for Proposed Speed Limit:
42 XXXXXXX XXXXXXXX 15 50TH %: 49 mph
41 XXXXXXX X 8
40 XXXXXX X 7 15TH %: 43 mph
39 XXXXXXX X 8
38 XX 2 AVERAGE SPEED: 48 mph
37 XX 2
36 X 1 10 MPH PACE: 45 - 54 mph
35 0
34 0 % IN PACE: 72%
33 0
32 0 % OVER PACE: 7%
31 0
30 0 % UNDER PACE: 21%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 50 PROPOSED SPEED LIMIT: 50
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
395
DATE
the speed limit on this segment at 50 mph.

GRAND TOTAL
Based on the 85th percentile speed and
CVC 22358.6(c), it is recommednded to post
Railroad Avenue
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 133 Rai15Oak.xls 12/11/2025
Oak Ridge Drive to Magic Mountain Parkway
75 0
74 0
73 0 DATE: 4/15/2025 TIME START 13:00 TIME STOP 14:45
72 0
71 0
70 0 SURVEY ADDRESS: 25562 Railroad Ave
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial/industrial/railroad, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 X 1 ROAD GEOMETRICS 2 lanes SB, 3 lanes NB, raised median with landscaping, traffic signal at Drayton Street. 60 X 1
59 X 1
58 XXXXX X 6 CONDITIONS NOT
57 XX 2 READILY APPARENT:
56 XXXXX X 6
55 XXXXXX XXXXX 11 AVERAGE
54 XXXXXXXXXXXX XXXXXXXXXXX 23 DAILY TRAFFIC: 36,500 SEGMENT LENGTH: 0.91 53 XXXXXXXX XXXXXXXXXXXX 20
52 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 33
51 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 32 P
50 XXXXXXXXXXX XXXXXXXXXXXXXXX 31 A ACCIDENT HISTORY : 13 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXXXXXXXX XXXXXXXXXXXXXXX 31 C
48 XXXXXXX XXXXXXXXXX 17 E ACCIDENT RATE: 0.54 acc/mvm EXPECTED RATE: 0.87 acc/mvm 47 XXXXXXXXXXXX XXXXXXXXXX 22
46 XXXXXXXX XXXXXXXXXXXX 20
45 XXXXX XXXXXXXXXX 15
44 XXXXXXXXXXXXXXXXXXXX 20 85TH %: 54 mph
43 XXXXX XXXXX 10
42 XXXXX XXXXX 10 50TH %: 49 mph Based on the 85th percentile speed and 41 XXXXX XXXXX 10 CVC 22358.6(c), it is recommeded to post 40 X XXXXX 6 15TH %: 44 mph the speed limit on this segment at 50 mph. 39 XX 2
38 XX 2 AVERAGE SPEED: 49 mph
37 XXX 3
36 0 10 MPH PACE: 45 - 54 mph
35 0
34 0 % IN PACE: 73%
33 0
32 0 % OVER PACE: 8%
31 0
30 0 % UNDER PACE: 19%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 50 PROPOSED SPEED LIMIT: 50
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
335
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Railroad Avenue
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 134 RaiOakMag.xls 12/11/2025
Soledad Canyon Road to Via Princessa
75 0
74 0
73 0 DATE: 5/7/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 26096 Rainbow Glen Dr
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, curvilinear, all-way stop at Gilbert Drive, 60 0 railroad crossing near Soledad Canyon Road, pedestrian crossing warning 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 10,000 SEGMENT LENGTH: 0.85
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 3 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.48 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 38 mph
43 0
42 X 1 50TH %: 34 mph Based on the 85th percentile speed and 41 XX X 3 CVC 22358.6(c), it is recommended to post
40 X XXXX 5 15TH %: 30 mph the speed limit on this segment at 35 mph. 39 XXXXX XXXXXXX 12
38 XX XXXXX 7 AVERAGE SPEED: 34 mph
37 XXXXXX XXXXXXXX 14
36 XXXXXXXXXXX XXXXXXXXXXXX 23 P 10 MPH PACE: 30 - 39 mph 35 XXXXXXXX XXXXXXXXXXX 19 A
34 XXXXXXXXXX XXXXXX 16 C% I N P A C E : 83%
33 XXXXXXXXXX XXXXXXXX 18 E
32 XXXXXXX XXXXXXXX 15 % OVER PACE: 5%
31 XXXXX XXX 8
30 XXXXX XXX 8 % UNDER PACE: 12%
29 XXX XXX 6
28 XX X 3
27 XX 2
26 XXX X 4 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 XX 2
24 XX X 3
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
169
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Rainbow Glen Drive
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 135 RaiSolVia.xls 12/11/2025
Via Princessa to Jacana Court
75 0
74 0
73 0 DATE: 4/21/2025 TIME START 14:00 TIME STOP 16:00
72 0
71 0
70 0 SURVEY ADDRESS: 19913 Egret Pl (on Rainbow Glen Dr) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline north of Egret Place, undivided south of 60 0 Egret Place, uphill grade in SB direction
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 2,000 SEGMENT LENGTH: 0.35
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 35 mph
43 0
42 0 50TH %: 30 mph Based on the 85th percentile speed and 41 0 CVC 22358.6(a), it is recommended to post
40 0 15TH %: 24 mph the speed limit on this segment at 35 mph. 39 X 1
38 X 1 AVERAGE SPEED: 30 mph
37 0
36 X 1 10 MPH PACE: 27 - 36 mph
35 0
34 XX X 3 % IN PACE: 65%
33 X 1 P
32 X 1 A % OVER PACE: 12%
31 0 C
30 XX 2 E % UNDER PACE: 24%
29 0
28 XX 2
27 X 1
26 0 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35
25 X 1
24 X 1
23 0
22 X 1 OBSERVED BY: NDS
21 X 1
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
17 DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Rainbow Glen Drive
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 136 RaiViaJac.xls 12/11/2025
Avenida Rancho Tesoro to Tesoro Del Valle Road
75 0
74 0
73 0 DATE: 3/25/2025 TIME START 9:00 TIME STOP: 10:45
72 0
71 0
70 0 SURVEY ADDRESS: 29146 Bernardo Wy (on Rancho Tesoro) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/park, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 2,000 SEGMENT LENGTH: 0.56
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 X 1
48 XXX 3 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 XXXX XXXX 8
46 XXXXX XXXXXX 11
45 XXXXXXXX XXXXX 13 P
44 XXXXXXXXXX XXXXXXXX 18 A 85TH %: 46 mph
43 XXXXXXXX XXXXXXXX 16 C
42 XXXXXXX XXXXXXX 14 E 50TH %: 44 mph Based on the 85th percentile speed, residential 41 XXXXXX XXXXXX 12 area, park and CVC 22358.6(b), it is 40 X XXXX 5 15TH %: 41 mph recommeded to post the speed limit on this 39 XX 2 segment at 40 mph.
38 0 AVERAGE SPEED: 44 mph
37 0
36 0 10 MPH PACE: 39 - 48 mph
35 0
34 0 % IN PACE: 99%
33 0
32 0 % OVER PACE: 1%
31 0
30 0 % UNDER PACE: 0%
29 0
28 0
27 0
26 0 EXISTING SPEED LIMIT: 40 PROPOSED SPEED LIMIT: 40
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
103
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Rancho Tesoro
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 137 RanRanTes.xls 12/11/2025
Copper Hill Drive to Village Circle Drive
75 0
74 0
73 0 DATE: 3/24/2025 TIME START 12:45 TIME STOP: 14:45 72 0
71 0
70 0 SURVEY ADDRESS: 28625 Rio Norte Dr
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/school, limited on-street parking ("No Stopping Any Time" and "No Parking Any 63 0 Time")
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, two-way left turn lane north of Vista Del Rio Drive, single yellow dashed 60 0 line south of Vista Del Rio Drive, all-way STOP and school crossing at Vista Del Rio Drive, 59 0 25 mph school zone
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 5,000 SEGMENT LENGTH: 0.43
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 29 mph
43 0
42 0 50TH %: 26 mph Based on the 85th percentile speed, park, 41 0 on street parking and CVC 22358.6(c), it is
40 0 15TH %: 24 mph recommended to post the speed limit on this 39 0 segment at 25 mph.
38 0 AVERAGE SPEED: 27 mph
37 0
36 0 10 MPH PACE: 23 - 32 mph
35 0
34 0 % IN PACE: 100%
33 0
32 0 % OVER PACE: 0%
31 0
30 XXXXX XXXXXXX 12 % UNDER PACE: 0%
29 XXXXXX XXXXX 11 P
28 XXXXXXX XXXXXX 13 A
27 XXXXXX XXXXXXXX 14 C
26 XXXXXX XXXXXXXX 14 E EXISTING SPEED LIMIT: 30 PROPOSED SPEED LIMIT: 25 25 XXXXXXXXX XXXXXXXXXX 19
24 XXXXXXXX XXXXXXX 15
23 XXXXXX 6
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
104
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Rio Norte Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 138 RioCopVil.xls 12/11/2025
Golden Valley Road to Vicenza Lane (N)
75 0
74 0
73 0 DATE: 3/25/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 26036 Cayman Pl (on Robert C. Lee Pkwy) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential/school, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, two-way left turn lane, 25 mph school zone, bike lanes 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 7,000 SEGMENT LENGTH: 0.30
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.64 acc/mvm 47 0
46 0
45 0
44 X 1 85TH %: 36 mph
43 0 Justification for Proposed Speed Limit:
42 0 50TH %: 32 mph
41 XXX 3
40 X 1 15TH %: 28 mph
39 0
38 XX 2 AVERAGE SPEED: 32 mph
37 XX XXX 5
36 XXX X 4 10 MPH PACE: 27 - 36 mph
35 XXXXXX XXXX 10
34 XXX XX 5 % IN PACE: 81%
33 XXXX XXXXXXXXX 13 P
32 XXXXXX XXXX 10 A % OVER PACE: 12%
31 XXXX XXXX 8 C
30 XXXXXXX XXXXXX 13 E % UNDER PACE: 7%
29 XXXXXX XX 8
28 XXX XX 5
27 XX XXXXX 7
26 XX X 3 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 XX 2
24 0
23 X 1
22 X 1 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
102
DATE
Robert C. Lee Parkway
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Based on the 85th percentile speed and
CVC 22358.6(a), it is recommeded to post
the speed limit on this segment at 35 mph.

TRAFFIC No. 2838
Filename: 139 RobGolVic.xls 12/11/2025
Valencia Boulevard to McBean Parkway
75 0
74 0
73 0 DATE: 3/27/2025 TIME START 14:00 TIME STOP 16:00
72 0
71 0
70 0 SURVEY ADDRESS: 26244 Rockwell Canyon Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Mostly cloudy
65 0
64 0 ROAD DESCRIPTION Residential/school/library, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes NB, 1 lane SB (1 lane each direction south of University Center Drive), two-way 60 0 left turn lane, traffic signal at University Center Drive, bike lanes 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 16,500 SEGMENT LENGTH: 0.99
53 X 1
52 XX 2
51 XXX 3
50 XXX XXX 6 ACCIDENT HISTORY: 2 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XX XXXXXXXX 10
48 X XXXXX 6 ACCIDENT RATE: 0.17 acc/mvm EXPECTED RATE: 1.61 acc/mvm 47 XXXXXXX XXXXXXXXXXX 18
46 XXXXX XXXXXXXXXXXX 17
45 XXXXXXXXXXXXX XXXXXX 19
44 XXXXX XXXXXXXXXX 15 P 85TH %: 47 mph
43 XXXXXXXXXX XXXXX 15 A
42 XXXXXXXXXX XXXXXXXXXX 20 C5 0 T H % : 42 mph Based on the 85th percentile speed and 41 XXXXXX XXXXXXXXXXXX 18 E CVC 22358.6(a), it is recommeded to post 40 XXXXXXX XXXXXX 13 15TH %: 35 mph the speed limit on this segment at 45 mph. 39 XXXXXXXXXXXX XXXXXXXX 20
38 XXXXXXX X 8 AVERAGE SPEED: 41 mph
37 XXXXXX XXXXXXXXXX 16
36 XX XXXXX 7 10 MPH PACE: 38 - 47 mph
35 XXXXX XXX 8
34 X XXXXXX 7 % IN PACE: 64%
33 XXX XX 5
32 XX 2 % OVER PACE: 11%
31 XX X 3
30 XXXXX XXX 8 % UNDER PACE: 25%
29 0
28 XX X 3
27 XX 2
26 XX 2 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45 25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
254
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Rockwell Canyon Road
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 140 RocValMcB.xls 12/11/2025
Centre Pointe Parkway to Soledad Canyon Road
75 0
74 0
73 0 DATE: 3/26/2025 TIME START 9:03 TIME STOP 9:34
72 0
71 0
70 0 SURVEY ADDRESS: 26455 Ruether Ave
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial/industrial, limited on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 2 lanes each direction, two-way left turn lane, railroad crossing near Soledad Canyon Road 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 10,000 SEGMENT LENGTH: 0.52
53 0
52 0
51 X 1
50 X 1 ACCIDENT HISTORY: 3 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.79 acc/mvm EXPECTED RATE: 0.64 acc/mvm 47 X 1
46 XXX 3
45 XX 2
44 XX 2 85TH %: 42 mph
43 XXXX 4
42 XXX XXX 6 50TH %: 38 mph Based on the 85th percentile speed and 41 XXX XX 5 CVC 22358.6(a), it is recommended to post
40 XXX XXXX 7 15TH %: 34 mph the speed limit on this segment at 40 mph. 39 XXXXXXX XXX 10 P
38 XXXXXXXX XXXXXXX 15 A AVERAGE SPEED: 38 mph
37 XXXXXX XXXXXX 12 C
36 XXXXXXX XXXX 11 E 10 MPH PACE: 33 - 42 mph
35 XX X 3
34 XX XXX 5 % IN PACE: 81%
33 XX XXXXX 7
32 0 % OVER PACE: 14%
31 XX 2
30 X 1 % UNDER PACE: 5%
29 X 1
28 0
27 0
26 X 1 EXISTING SPEED LIMIT: 40 PROPOSED SPEED LIMIT: 40 25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Ruether Avenue
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 141 RueCenSol.xls 12/11/2025
Soledad Canyon Road to Santa Clara Street
75 0
74 0
73 0 DATE: 3/26/2025 TIME START 13:00 TIME STOP 14:10
72 0
71 0
70 0 SURVEY ADDRESS: 26855 Ruether Ave
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Commercial, limited on-street parking ("No Stoppig Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, undivided
60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 4,400 SEGMENT LENGTH: 0.31
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 1 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 1.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 29 mph
43 0
42 0 50TH %: 24 mph Based on the 85th percentile speed and 41 0 CVC 22358.6(a), it is recommeded to post
40 0 15TH %: 20 mph the speed limit on this segment at 30 mph. 39 0
38 0 AVERAGE SPEED: 25 mph
37 0
36 0 10 MPH PACE: 20 - 29 mph
35 XX 2
34 X 1 % IN PACE: 74%
33 XX 2
32 X 1 % OVER PACE: 13%
31 XXX X 4
30 XX XX 4 % UNDER PACE: 12%
29 X XXX 4
28 XXX XXXX 7
27 XXXXXX XXX 9
26 XXXXX XXXX 9 P EXISTING SPEED LIMIT: 30 PROPOSED SPEED LIMIT: 30 25 XXX XXXXX 8 A
24 XXXXX XXXXXX 11 C
23 X XXXXXXXX 9 E
22 XXXX XXXXX 9 OBSERVED BY: NDS
21 XXXX XX 6
20 XXXX XX 6
19 XX X 3 REVIEWED BY: Ruben Perales
18 XXXX XX 6
17 XXX X 4 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
105
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Ruether Avenue
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 142 RueSolSan.xls 12/11/2025
The Old Road to Newhall Ranch Road
75 0
74 0
73 0 DATE: 4/1/2025 TIME START 11:19 TIME STOP 12:05
72 0
71 0
70 0 SURVEY ADDRESS: 25462 Rye Canyon Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 3 lanes each direction, raised median with landscaping, multiple traffic signals (Avenue 60 0 Scott, Avenue Crocker, and Avenue Stanford)
59 0
58 X 1 CONDITIONS NOT
57 0 READILY APPARENT:
56 X 1
55 XX XXXXXX 8 AVERAGE
54 0 DAILY TRAFFIC: 28,000 SEGMENT LENGTH: 1.20
53 X 1
52 0
51 XXXXX XX 7
50 XX X 3 ACCIDENT HISTORY: 8 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XXXXX XXX 8
48 XXX XXX 6 ACCIDENT RATE: 0.33 acc/mvm EXPECTED RATE: 0.87 acc/mvm 47 XXXXXXXXX XXXXXXXXXXX 20
46 XXX XXX 6
45 XXXXXXX XXXXXXXXXX 17
44 XXXXXX XXXXX 11 P 85TH %: 48 mph
43 XXXXXXXXXXXX XXXXX 17 A
42 XXXXXXX XXXXXXXXX 16 C5 0 T H % : 43 mph Based on the 85th percentile speed and 41 XXXXXXXX XXXX 12 E CVC 22358.6(c), it is recommended to post 40 XXXXXXXXX XXXXXXXXXXX 20 15TH %: 38 mph the speed limit on this segment at 45 mph. 39 XXXXX XX 7
38 XXXXX XXXXXXX 12 AVERAGE SPEED: 43 mph
37 XXXXXX XXXXXX 12
36 XX XX 4 10 MPH PACE: 38 - 47 mph
35 XXX XXXXX 8
34 X 1 % IN PACE: 69%
33 0
32 0 % OVER PACE: 18%
31 0
30 X 1 % UNDER PACE: 14%
29 X 1
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
200
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
Justification for Proposed Speed Limit:

Rye Canyon Road
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 143 RyeOldNew.xls 12/11/2025

0.55 miles s/o Placerita Canyon Road to Lost Canyon Road 75 0
74 0
73 0 DATE: 3/26/2025 TIME START 10:50 TIME STOP 12:50
72 0
71 0
70 0 SURVEY ADDRESS: 26460 Sand Canyon Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Rural/residential/church
63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, striped shoulder 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 X 1 AVERAGE
54 X 1 DAILY TRAFFIC: 6,000 SEGMENT LENGTH: 3.31
53 X 1
52 XX 2
51 XX 2
50 XX 2 ACCIDENT HISTORY: 6 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 XX XX 4
48 XX XXXXX 7 ACCIDENT RATE: 0.41 acc/mvm EXPECTED RATE: 0.61 acc/mvm 47 XXXX X 5
46 XXXXX XXXX 9
45 XX X 3 P
44 XXXXX 5 A 85TH %: 48 mph
43 XXXXXX XXXXXX 12 C
42 XXXX XXX 7 E 50TH %: 43 mph Based on the 85th percentile speed and 41 XX 2 CVC 22358.6(c), it is recommended to post
40 XXXXX XXX 8 15TH %: 37 mph the speed limit on this segment at 45 mph. 39 XXXXX XXXX 9
38 XX X 3 AVERAGE SPEED: 43 mph
37 XXXX X 5
36 XXX 3 10 MPH PACE: 39 - 48 mph
35 0
34 XX XX 4 % IN PACE: 67%
33 XX 2
32 0 % OVER PACE: 13%
31 X 1
30 X 1 % UNDER PACE: 20%
29 X 1
28 0
27 0
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 45
25 0
24 0
23 0
22 0 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Sand Canyon Road
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 144 SanPlaLos.xlsx.xls 12/11/2025
Lost Canyon Road to Soledad Canyon Road
75 0
74 0
73 0 DATE: 3/25/2025 TIME START 12:37 TIME STOP 13:37
72 0
71 0
70 0 SURVEY ADDRESS: 28344 Sand Canyon Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Rural/commercial, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, bike lanes on N end, traffic signal at SR-14 60 0 off-ramp
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 17,500 SEGMENT LENGTH: 0.49
53 0
52 0
51 X 1
50 0 ACCIDENT HISTORY: 6 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 X 1
48 XX 2 ACCIDENT RATE: 0.96 acc/mvm EXPECTED RATE: 0.61 acc/mvm 47 X 1
46 XX XX 4
45 XX XXX 5
44 XXX XX 5 85TH %: 42 mph
43 XXXXXX 6 Justification for Proposed Speed Limit:
42 XXX XXXXXX 9 50TH %: 37 mph
41 XXXXXXXXX XXXXXXX 16
40 XXXXXXX XXXXXXXXX 16 15TH %: 33 mph
39 XXXXX XXXXXXXXXXXXXX 19 P
38 XXXXXXXX XXXXXXXXXXX 19 A AVERAGE SPEED: 37 mph
37 XXXXXXXXXXXXX XXXXXXXX 21 C
36 XXXXXXX XXXXXXXXXXX 18 E 10 MPH PACE: 33 - 42 mph
35 XXXX XXXXXXXX 12
34 XXXXXXXXX XXXX 13 % IN PACE: 73%
33 XXXXXXXXXX XXX 13
32 XX X 3 % OVER PACE: 12%
31 XXXX X 5
30 XXXXXXXXX XXX 12 % UNDER PACE: 15%
29 XX XXX 5
28 XX 2
27 XX X 3
26 0 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 40
25 X 1
24 0
23 0
22 X 1 OBSERVED BY: NDS
21 0
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
213
DATE

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY

GRAND TOTAL
bike lane and CVC 22358.6(a), it is
recommeded to post the speed limit on
this se
gment at 40 mph.

Based on the 85th percentile speed, existing
Sand Canyon Road
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

TRAFFIC No. 2838
Filename: 145 SanLosSol.xls 12/11/2025
Soledad Canyon Road to 490' n/o Thompson Ranch Drive
75 0
74 0
73 0 DATE: 5/1/2025 TIME START 13:00 TIME STOP 15:00
72 0
71 0
70 0 SURVEY ADDRESS: 29310 Sand Canyon Rd
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, two-way left turn lane 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 9,000 SEGMENT LENGTH: 1.10
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 0.61 acc/mvm 47 0
46 X 1
45 0
44 0 85TH %: 39 mph
43 X 1
42 XXXX 4 50TH %: 34 mph Based on the 85th percentile speed, 41 X XXXXX 6 continuity of speed, and CVC 22358.6(a), it 40 X XXXXX 6 15TH %: 28 mph is recommended to post the speed limit on 39 XX XXXXXX 8 this segment at 40 mph.
38 X XXXXX 6 AVERAGE SPEED: 33 mph
37 XXX XXXXX 8
36 XXXXXXX XXXXXX 13 10 MPH PACE: 29 - 38 mph
35 XXXXXXXX XXXXXXXX 16 P
34 XXXXX XXXXX 10 A% I N P A C E : 67%
33 XXXXXXX XXXXXXX 14 C
32 XXX X 4 E % OVER PACE: 17%
31 XXXXX XX 7
30 XXXXXXX XXXXXX 13 % UNDER PACE: 16%
29 XXX XXXXXX 9
28 XXXXX X 6
27 XX 2
26 XX X 3 EXISTING SPEED LIMIT: 45 PROPOSED SPEED LIMIT: 40 25 XXX 3
24 XXXXX X 6
23 0
22 XX 2 OBSERVED BY: NDS
21 XX 2
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
150
DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Sand Canyon Road
Pace
Total
VehiclesNORTHBOUND SOUTHBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 146 SanSolTho.xls 12/11/2025
Sierra Highway to Jakes Way
75 0
74 0
73 0 DATE: 4/21/2025 TIME START 11:08 TIME STOP 12:28
72 0
71 0
70 0 SURVEY ADDRESS: 18200 Sandy Dr
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, on-street parking
63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, double yellow centerline, curvilinear 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 4,000 SEGMENT LENGTH: 0.47
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 6 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 4.37 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 37 mph
43 0 Justification for Proposed Speed Limit:
42 X 1 50TH %: 30 mph
41 XX 2
40 XX 2 15TH %: 23 mph
39 XX X 3
38 XXX XX 5 AVERAGE SPEED: 30 mph
37 XXXX XX 6
36 XXXX X 5 10 MPH PACE: 27 - 36 mph
35 XX XX 4
34 XXX XXX 6 % IN PACE: 53%
33 XXX XXX 6 P
32 XX XX 4 A % OVER PACE: 19%
31 XX XXX 5 C
30 XXXX XX 6 E % UNDER PACE: 28%
29 XX XXX 5
28 XX XXX 5
27 XX XXXXX 7
26 XX XX 4 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 30 25 XX XX 4
24 XX X 3
23 XXX XXX 6
22 X 1 OBSERVED BY: NDS
21 XX XX 4
20 XX 2
19 XX 2 REVIEWED BY: Ruben Perales
18 XX 2
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE
high accident rate and CVC 22358.6(b), it
is recommeded to post the speed limit on
this se
gment at 30 mph.

GRAND TOTAL
Based on the 85th percentile speed, on
street parkin
g, residential area, narrow road,
Sandy Drive
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 147 SanSieJak.xls 12/11/2025
Honby Avenue to Oak Avenue
75 0
74 0
73 0 DATE: 3/26/2025 TIME START 13:08 TIME STOP 15:00
72 0
71 0
70 0 SURVEY ADDRESS: 20663 Santa Clara St
69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Industrial/church, on-street parking 63 0 STOP at Ruether and Furnivail. School warning sign near Honby. 62 0
61 0 ROAD GEOMETRICS 1 lane each direction, undivided, small sections without sidewalk, multiple two-way STOPs 60 0 (Ruether Avenue and Furnival Avenue), school crossing at Honby Avenue 59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 2,000 SEGMENT LENGTH: 0.37
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 27 mph
43 0
42 0 50TH %: 23 mph Based on the 85th percentile speed and 41 0 CVC 22358.6(a), it is recommeded to post
40 0 15TH %: 18 mph the speed limit on this segment at 25 mph. 39 0
38 0 AVERAGE SPEED: 23 mph
37 0
36 0 10 MPH PACE: 17 - 26 mph
35 X 1
34 0 % IN PACE: 74%
33 0
32 XXX 3 % OVER PACE: 18%
31 XX X 3
30 X 1 % UNDER PACE: 8%
29 X 1
28 XXX X 4
27 XXXX 4
26 XXXXX XX 7 EXISTING SPEED LIMIT: 25 PROPOSED SPEED LIMIT: 25 25 XXXXXXX XXXX 11
24 XXX XXXXX 8
23 XXXXX X 6 P
22 XXXXX XX 7 A OBSERVED BY: NDS
21 XX XXX 5 C
20 XXXXX XX 7 E
19 XXXX XX 6 REVIEWED BY: Ruben Perales
18 XXXX XXXXX 9
17 XX XXX 5 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 XX XXX 5 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 XXX 3
96 DATE

GRAND TOTAL
Justification for Proposed Speed Limit:

Santa Clara Street
Pace
Total
VehiclesEASTBOUND WESTBOUND
Speed
(mph)
VEHICLES SURVEYED ROADWAY:

LOCATION:

CITY OF SANTA CLARITA ENGINEERING AND SPEED SURVEY
TRAFFIC No. 2838
Filename: 148 SanHonOak.xls 12/11/2025
Newhall Ranch Road to Riverrock Way
75 0
74 0
73 0 DATE: 4/24/2025 TIME START 9:00 TIME STOP 11:00
72 0
71 0
70 0 SURVEY ADDRESS: 26482 Woodstone Pl (on Santa Clarita Pkwy) 69 0
68 0 ROAD CONDITION: Good
67 0
66 0 WEATHER: Clear
65 0
64 0 ROAD DESCRIPTION Residential, no on-street parking ("No Stopping Any Time") 63 0
62 0
61 0 ROAD GEOMETRICS 1 lane each direction, raised median, bike path on SB side 60 0
59 0
58 0 CONDITIONS NOT
57 0 READILY APPARENT:
56 0
55 0 AVERAGE
54 0 DAILY TRAFFIC: 3,000 SEGMENT LENGTH: 0.31
53 0
52 0
51 0
50 0 ACCIDENT HISTORY: 0 midblock collisions in 2 years (1/1/2023 TO 12/31/2024) 49 0
48 0 ACCIDENT RATE: 0.00 acc/mvm EXPECTED RATE: 1.07 acc/mvm 47 0
46 0
45 0
44 0 85TH %: 35 mph
43 0
42 0 50TH %: 31 mph Based on the 85th percentile speed and 41 0 CVC 22358.6(a), it is recommended to post
40 0 15TH %: 25 mph the speed limit on this segment at 35 mph. 39 0
38 X 1 AVERAGE SPEED: 30 mph
37 X 1
36 XX XXX 5 10 MPH PACE: 27 - 36 mph
35 XXXXX XXXXX 10
34 XXXXX XXXXX 10 % IN PACE: 77%
33 XXXXX X 6 P
32 XXXXXXX XXX 10 A % OVER PACE: 2%
31 XXXXXX XXX 9 C
30 XXXXXX X 7 E % UNDER PACE: 21%
29 XX XXXX 6
28 XXX XXX 6
27 XXXXX XXX 8
26 XX XXX 5 EXISTING SPEED LIMIT: 35 PROPOSED SPEED LIMIT: 35 25 XXXX 4
24 XXXX 4
23 XX 2
22 XXXX 4 OBSERVED BY: NDS
21 XX 2
20 0
19 0 REVIEWED BY: Ruben Perales
18 0
17 0 I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A SPEED ZONE SURVEY AS ON FILE IN THE 16 0 OFFICE OF THE CITY TRAFFIC ENGINEER OF THE CITY OF SANTA CLARITA, CALIFORNIA. 15 0
100
DATE

Santa Clarita City CouncilJanuary 13, 2026

Santa Clarita City Council
January 13, 2026