Sierra Madre City Council
May 12, 2026

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PROFESSIONAL SERVICES AGREEMENT

FOR CONSULTANT SERVICES
(City of Sierra Madre /Kimley-Horn and Associates, Inc.)

1. IDENTIFICATION
This PROFESSIONAL SERVICES AGREEMENT (“Agreement”) is entered into by and between the City of Sierra Madre, a California municipal corporation (“City”), and Kimley-Horn and Associates, Inc., a North Carolina corporation (“Consultant”).

2. RECITALS

2.1. City has determined that it requires the following professional services from a consultant:

2.2. Consultant represents that it is fully qualified to perform such professional services by virtue of its experience and the training, education and expertise of its principals and employees. Consultant further represents that it is willing to accept responsibility for performing such services in accordance with the terms and conditions set forth in this Agreement.

2.3. Consultant represents that it has no known relationships with third parties, City Council members, or employees of City which would (1) present a conflict of interest with the rendering of services under this Agreement under Government Code Section 1090, the Political Reform Act (Government Code Section 81000 et seq.), or other applicable law, (2) prevent Consultant from performing the terms of this Agreement, or (3) present a significant opportunity for the disclosure of confidential information.

NOW, THEREFORE, for and in consideration of the mutual covenants and conditions herein contained, City and Consultant agree as follows:

3. DEFINITIONS

3.1. “Scope of Services”: Such professional services as are set forth in Consultant’s proposal to City dated August 26, 2025 and attached hereto as Exhibit A and incorporated herein by this reference.

3.2. “Agreement Administrator”: The Agreement Administrator for this project is:

Clare Lin, Planning & Community Preservation Director. The Agreement Administrator shall be the principal point of contact at the City for this project. All services under this Agreement shall be performed at the request of the Agreement Administrator. The Agreement Administrator will establish the timetable for completion of services and any interim milestones. City reserves the right to change this designation upon written notice to Consultant

3.3. “Approved Fee Schedule”: Consultant’s compensation rates are set forth in the fee schedule attached hereto as Exhibit B and incorporated herein by this reference. This fee schedule shall remain in effect for the duration of this Agreement unless modified in writing by mutual agreement of the parties.

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3.4. “Maximum Amount”: The highest total compensation and costs payable to Consultant by City under this Agreement. The Maximum Amount under this Agreement is One Thousand Fifty Five Thousand and Five Hundred and Ten Dollars ($$155,510).

3.5. “Commencement Date”: September 25, 2025.

3.6. “Termination Date”: June 30, 2026.

4. TERM
The term of this Agreement shall commence at 12:00 a.m. on the Commencement Date and shall expire at 11:59 p.m. on the Termination Date unless extended by written agreement of the parties or terminated earlier under Section 16 (“Termination”) below. Consultant may request extensions of time to perform the services required hereunder. Such extensions shall be effective if authorized in advance by City in writing and incorporated in written amendments to this Agreement.

5. CONSULTANT’S DUTIES

5.1. Services. Consultant shall perform the services identified in the Scope of Services. City shall have the right to request, in writing, changes in the Scope of Services. Any such changes mutually agreed upon by the parties, and any corresponding increase or decrease in compensation, shall be incorporated by written amendment to this Agreement.

5.2. Coordination with City. In performing services under this Agreement, Consultant shall coordinate all contact with City through its Agreement Administrator.

5.3. Budgetary Notification. Consultant shall notify the Agreement Administrator, in writing, when fees and expenses incurred under this Agreement have reached eighty percent (80%) of the Maximum Amount. Consultant shall concurrently inform the Agreement Administrator, in writing, of Consultant’s estimate of total expenditures required to complete its current assignments before proceeding, when the remaining work on such assignments would exceed the Maximum Amount.

5.4. Business License. Consultant shall obtain and maintain in force a City business license for the duration of this Agreement.

5.5. Professional Standards. Consultant shall perform all work to the standards of care and skill ordinarily exercised, under similar circumstances, by reputable members of Consultant’s profession in the same locality at the time the services are provided, and in a manner reasonably satisfactory to City. Consultant shall keep itself fully informed of and in compliance with all local, state, and federal laws, rules, and regulations in any manner affecting the performance of this Agreement, including all Cal/OSHA requirements, the conflict of interest provisions of
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Government Code § 1090 and the Political Reform Act (Government Code § 81000 et seq.).

5.6. Avoid Conflicts. During the term of this Agreement, Consultant shall not perform any work for another person or entity for whom Consultant was not working at the Commencement Date if such work would present a conflict interfering with performance under this Agreement. However, City may consent in writing to Consultant’s performance of such work.

5.7. Campaign Contributions. This Agreement is subject to Government Code Section 84308, as amended by SB 1439. Consultant shall disclose any contribution in an amount of more than two hundred fifty dollars ($250) made within the preceding 12 months by the party or the party’s agent. Consultant shall provide a signed copy of the attached Campaign Contribution Disclosure Form to the City prior to, or concurrent with, the Consultant’s execution of this Agreement.

5.8. Appropriate Personnel. Consultant has, or will secure at its own expense, all personnel required to perform the services identified in the Scope of Services. All such services shall be performed by Consultant or under its supervision, and all personnel engaged in the work shall be qualified to perform such services.

Surabhi Barbhaya shall be Consultant’s project administrator and shall have direct responsibility for management of Consultant’s performance under this Agreement.

No change shall be made in Consultant’s project administrator without City’s prior written consent.

5.9. Substitution of Personnel. Any persons named in the proposal or Scope of Services constitutes a promise to the City that those persons will perform and coordinate their respective services under this Agreement. Should one or more of such personnel become unavailable, Consultant may substitute other personnel of at least equal competence upon written approval of City. If City and Consultant cannot agree as to the substitution of key personnel, City may terminate this Agreement for cause.

5.10. Permits and Approvals. Consultant shall obtain, at its sole cost and expense, all permits and regulatory approvals necessary for Consultant’s performance of this Agreement. This includes, but shall not be limited to, professional licenses, encroachment permits and building and safety permits and inspections.

5.11. Notification of Organizational Changes. Consultant shall notify the Agreement Administrator, in writing, of any change in name, ownership or control of Consultant’s firm or of any subcontractor. Change of ownership or control of Consultant’s firm may require an amendment to this Agreement.

5.12. Records. Consultant shall maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, and other records or documents evidencing or relating to charges for services or expenditures and disbursements charged to City under this Agreement for a minimum of three (3) years, or for any longer period required by law, from the date of final payment to Consultant under this Agreement. Allsuch documents Docusign Envelope ID: 95DB3450-6FCE-4F75-B277-68FCB058E47D Professional Services Agreement – Consultant Services

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shall be made available for inspection, audit, and/or copying at any time during regular business hours, upon oral or written request of City. In addition, pursuant to Government Code Section 8546.7, if the amount of public funds expended under this Agreement exceeds ten thousand dollars, all such documents and this Agreement shall be subject to the examination and audit of the State Auditor, at the request of City or as part of any audit of City, for a period of three (3) years after final payment under this Agreement.

5.13. Skilled and Trained Workforce Requirement. When the use of a skilled and trained workforce is required to complete a contract pursuant to existing law, this contract is subject to such requirement and Consultant agrees to use a skilled and trained workforce.

6. SUBCONTRACTING

6.1. General Prohibition. This Agreement covers professional services of a specific and unique nature. Except as otherwise provided herein, Consultant shall not assign or transfer its interest in this Agreement or subcontract any services to be performed without amending this Agreement.

6.2. Consultant Responsible. Consultant shall be responsible to City for all services to be performed under this Agreement.

6.3. Identification in Fee Schedule. All subcontractors shall be specifically listed and their billing rates identified in the Approved Fee Schedule, Exhibit B. Any changes must be approved by the Agreement Administrator in writing as an amendment to this Agreement.

6.4. Compensation for Subcontractors. City shall pay Consultant for work performed by its subcontractors, if any, only at Consultant’s actual cost plus an approved mark-up as set forth in the Approved Fee Schedule, Exhibit B. Consultant shall be liable and accountable for any and all payments, compensation, and federal and state taxes to all subcontractors performing services under this Agreement. City shall not be liable for any payment, compensation, or federal and state taxes for any subcontractors.

7. COMPENSATION

7.1. General. City agrees to compensate Consultant for the services provided under this Agreement, and Consultant agrees to accept payment in accordance with the Fee Schedule in full satisfaction for such services. Compensation shall not exceed the Maximum Amount. Consultant shall not be reimbursed for any expenses unless provided for in this Agreement or authorized in writing by City in advance.

7.2. Invoices. Consultant shall submit to City an invoice, on a monthly basis or as otherwise agreed to by the Agreement Administrator, for services performed pursuant to this Agreement. Each invoice shall identify the Maximum Amount, the services rendered during the billing period, the amount due for the invoice, and the total amount Docusign Envelope ID: 95DB3450-6FCE-4F75-B277-68FCB058E47D Professional Services Agreement – Consultant Services

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previously invoiced. All labor charges shall be itemized by employee name and classification/position with the firm, the corresponding hourly rate, the hours worked, a description of each labor charge, and the total amount due for labor charges.

7.3. Taxes. City shall not withhold applicable taxes or other payroll deductions from payments made to Consultant except as otherwise required by law. Consultant shall be solely responsible for calculating, withholding, and paying all taxes.

7.4. Disputes. The parties agree to meet and confer at mutually agreeable times to resolve any disputed amounts contained in an invoice submitted by Consultant.

7.5. Additional Work. Consultant shall not be reimbursed for any expenses incurred for work performed outside the Scope of Services unless prior written approval is given by the City through a fully executed written amendment. Consultant shall not undertake any such work without prior written approval of the City.

7.6. City Satisfaction as Precondition to Payment. Notwithstanding any other terms of this Agreement, no payments shall be made to Consultant until City is satisfied that the services are satisfactory.

7.7. Right to Withhold Payments. If Consultant fails to provide a deposit or promptly satisfy an indemnity obligation described in Section 11, City shall have the right to withhold payments under this Agreement to offset that amount.

8. PREVAILING WAGES
Consultant is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on certain “public works” and “maintenance” projects. This Agreement is subject to Prevailing Wage Laws, for all work performed under this Agreement for which the payment of prevailing wage is required by those laws. Consultant shall defend, indemnify, and hold the City, its elected officials, officers, employees, and agents free and harmless form any claim or liability arising out of any failure or alleged failure of Consultant to comply with the Prevailing Wage Laws.

9. OWNERSHIP OF WRITTEN PRODUCTS
All reports, documents or other written material, and all electronic files, including computeraided design files, developed by Consultant in the performance of this Agreement (such written material and electronic files are collectively known as “written products”) shall become upon payment for such, and remain the property of City without restriction or limitation upon its use or dissemination by City except as provided by law. Consultant may take and retain copies of such written products as desired, but no such written products shall be the subject of a copyright application by Consultant. Any modifications made by the City to any of the Consultant's documents, or any use, partial use or reuse of the documents without written authorization or adaptation by the Consultant will be at the City's sole risk and without liability to the Consultant, and the City shall indemnify, defend and hold the Consultant harmless from all Docusign Envelope ID: 95DB3450-6FCE-4F75-B277-68FCB058E47D Professional Services Agreement – Consultant Services

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claims, damages, losses and expenses, including but not limited to attorney's fees, resulting therefrom.

10. RELATIONSHIP OF PARTIES

10.1. General. Consultant is, and shall at all times remain as to City, a wholly independent contractor.

10.2. No Agent Authority. Consultant shall have no power to incur any debt, obligation, or liability on behalf of City or otherwise to act on behalf of City as an agent. Neither City nor any of its agents shall have control over the conduct of Consultant or any of Consultant’s employees, except as set forth in this Agreement. Consultant shall not represent that it is, or that any of its agents or employees are, in any manner employees of City.

10.3. Independent Contractor Status. Under no circumstances shall Consultant or its employees look to the City as an employer. Consultant shall not be entitled to any benefits. City makes no representation as to the effect of this independent contractor relationship on Consultant’s previously earned California Public Employees Retirement System (“CalPERS”) retirement benefits, if any, and Consultant specifically assumes the responsibility for making such a determination. Consultant shall be responsible for all reports and obligations including, but not limited to: social security taxes, income tax withholding, unemployment insurance, disability insurance, and workers’ compensation, and other applicable federal and state taxes.

10.4. Indemnification of CalPERS Determination. In the event that Consultant or any employee, agent, or subcontractor of Consultant providing services under this Agreement claims or is determined by a court of competent jurisdiction or CalPERS to be eligible for enrollment in CalPERS as an employee of the City, Consultant shall indemnify, defend, and hold harmless City for the payment of any employee and/or employer contributions for CalPERS benefits on behalf of Consultant or its employees, agents, or subcontractors, as well as for the payment of any penalties and interest on such contributions, which would otherwise be the responsibility of City.

11. INDEMNIFICATION

11.1. Definitions. For purposes of this Section 11, “Consultant” shall include Consultant, its officers, employees, servants, agents, or subcontractors, or anyone directly or indirectly employed by either Consultant or its subcontractors, in the performance of this Agreement. “City” shall include City, its officers, agents, employees and volunteers.

11.2. Consultant to Indemnify City. To the fullest extent permitted by law, Consultant shall indemnify, hold harmless, and defend City from and against any and all claims, losses, costs or expenses for any personal injury or property damage to the extent arising out of or in connection with Consultant’s negligence, recklessness or willful misconduct or other wrongful acts, errors or omissions of Consultant or failure to comply with any provision in this Agreement.

11.3. Scope of Indemnity. Personal injury shall include injury or damage due to death or Docusign Envelope ID: 95DB3450-6FCE-4F75-B277-68FCB058E47D Professional Services Agreement – Consultant Services

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injury to any person, whether physical, emotional, consequential or otherwise, Property damage shall include injury to any personal or real property. Consultant shall not be required to indemnify City for such loss or damage as is caused by the sole or active negligence or willful misconduct of the City.

11.4. Attorneys Fees. Such costs and expenses shall include reasonable attorneys’ fees for counsel of City’s choice, expert fees and all other costs and fees of litigation.

11.5. Waiver of Statutory Immunity. The obligations of Consultant under this Section 11 are not limited by the provisions of any workers’ compensation act or similar act.

Consultant expressly waives its statutory immunity under such statutes or laws as to City.

11.6. Indemnification by Subcontractors. Consultant agrees to obtain executed indemnity agreements with provisions identical to those set forth here in this Section 11 from each and every subcontractor or any other person or entity involved in the performance of this Agreement on Consultant’s behalf.

11.7. Insurance Not a Substitute. City does not waive any indemnity rights by accepting any insurance policy or certificate required pursuant to this Agreement. Consultant’s indemnification obligations apply regardless of whether or not any insurance policies are determined to be applicable to the claim, demand, damage, liability, loss, cost or expense.

12. INSURANCE

12.1. Insurance Required. Consultant shall maintain insurance as described in this section and shall require all of its subcontractors, consultants, and other agents to do the same.

Approval of the insurance by the City shall not relieve or decrease any liability of Consultant Any requirement for insurance to be maintained after completion of the work shall survive this Agreement.

12.2. Documentation of Insurance. City will not execute this agreement until it has received a complete set of all required documentation of insurance coverage. However, failure to obtain the required documents prior to the work beginning shall not waive the Consultant’s obligation to provide them. Consultant shall file with City:
• Certificate of Insurance, indicating companies acceptable to City, with a Best's Rating of no less than A: VII showing. The Certificate of Insurance must include the project name: Open Space and Conservation Elements Update Consultant Services
• Documentation of Best’s rating acceptable to the City. • Original endorsements effecting coverage for all policies required by this Agreement.
• Complete, certified copies of all required insurance policies, including endorsements affecting the coverage.

12.3. Coverage Amounts. Insurance coverage shall be at least in the following minimum Docusign Envelope ID: 95DB3450-6FCE-4F75-B277-68FCB058E47D Professional Services Agreement – Consultant Services

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amounts:
• Professional Liability Insurance: $1,000,000 per claim, $2,000,000 aggregate
• General Liability:
o General Aggregate: $2,000,000
o Products Comp/Op Aggregate $2,000,000
o Personal & Advertising Injury $1,000,000
o Each Occurrence $1,000,000
o Fire Damage (any one fire) $ 50,000
o Medical Expense (any 1 person) $ 5,000
• Workers' Compensation:
o Workers' Compensation Statutory Limits
o EL Each Accident $1,000,000
o EL Disease - Policy Limit $1,000,000
o EL Disease - Each Employee $1,000,000
• Automobile Liability:
• Any vehicle, combined single limit $1,000,000
Any available insurance proceeds broader than or in excess of the specified minimum insurance coverage requirements or limitsshall be available to the additional insured. Furthermore, the requirements for coverage and limits shall be the greater of (1) the minimum coverage and limits specified in this Agreement, or (2) the broader coverage and maximum limits of coverage of any insurance policy or proceeds available to the named insured

12.4. General Liability Insurance. Commercial General Liability Insurance shall be no less broad than ISO form CG 00 01. Coverage must be on a standard Occurrence form.

Claims-Made, modified, limited or restricted Occurrence forms are not acceptable.

12.5. Worker’s Compensation Insurance. Consultant is aware of the provisions of Section 3700 of the Labor Code which requires every employer to carry Workers' Compensation (or to undertake equivalent self-insurance), and Consultant will comply with such provisions before commencing the performance of the work of this Agreement. If such insurance is underwritten by any agency other than the State Compensation Fund, such agency shall be a company authorized to do business in the State of California.

12.6. Automobile Liability Insurance. Covered vehicles shall include owned if any, nonowned, and hired automobiles and, trucks.

12.7. Professional Liability Insurance or Errors & Omissions Coverage. The deductible or self-insured retention may not exceed $50,000. If the insurance is on a Claims-Made basis, the retroactive date shall be no later than the commencement of the work.

Coverage shall be continued for two years after the completion of the work by one of the following: (1) renewal of the existing policy; (2) an extended reporting period endorsement; or (3) replacement insurance with a retroactive date no later than the Docusign Envelope ID: 95DB3450-6FCE-4F75-B277-68FCB058E47D Professional Services Agreement – Consultant Services

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commencement of the work under this Agreement.

12.8. Claims-Made Policies. If any of the required policies provide coverage on a claimsmade basis the Retroactive Date must be shown and must be before the date of the contract or the beginning of contract work. Claims-Made Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the contract of work. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a Retroactive Date prior to the contract effective date, the Consultant must purchase “extended reporting” coverage for a minimum of five (5) years after completion of contract work.

12.9. Additional Insured Endorsements. The City, its City Council, Commissions, officers, and employees of Sierra Madre must be endorsed as an additional insured for each policy required herein, other than Professional Errors and Omissions and Worker’s Compensation, for liability arising out of ongoing and completed operations by or on behalf of the Consultant. Consultant’s insurance policies shall be primary as respects any claims related to or as the result of the Consultant’s work. Any insurance, pooled coverage or self-insurance maintained by the City, its elected or appointed officials, directors, officers, agents, employees, volunteers, or consultants shall be noncontributory. All endorsements shall be signed by a person authorized by the insurer to bind coverage on its behalf. General liability coverage can be provided using an endorsement to the Consultant’s insurance at least as broad as ISO Form CG 20 10 11 85 or both CG 20 10 and CG 20 37.

12.10. Failure to Maintain Coverage. In the event any policy is canceled prior to the completion of the project and the Consultant does not furnish a new certificate of insurance prior to cancellation, City has the right, but not the duty, to obtain the required insurance and deduct the premium(s) from any amounts due the Consultant under this Agreement. Failure of the Consultant to maintain the insurance required by this Agreement, or to comply with any of the requirements of this section, shall constitute a material breach of this Agreement.

12.11. Notices. Consultant shall provide immediate written notice if (1) any of the required insurance policies is terminated; (2) the limits of any of the required policies are reduced; (3) or the deductible or self-insured retention is increased. Consultant shall provide no less than 30 days’ notice of any cancellation or material change to policies required by this Agreement. Consultant shall provide proof that cancelled or expired policies of insurance have been renewed or replaced with other policies providing at least the same coverage. Such proof will be furnished at least two weeks prior to the expiration of the coverages. The name and address for Additional Insured Endorsements, Certificates of Insurance and Notices of Cancellation is: City of Sierra Madre, Attn:, 232 W. Sierra Madre Blvd., Sierra Madre, CA 91024.

12.12. Consultant’s Insurance Primary. The General and Auto liability insurance provided by Consultant, including all endorsements, shall be primary to any coverage available to City. Any insurance or self-insurance maintained by City and/or its officers, employees, agents or volunteers, shall be in excess of Consultant’s insurance and shall not contribute with it.

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12.13. Waiver of Subrogation. Consultant hereby waives all rights of subrogation against the City. Consultant shall additionally waive such rights either by endorsement to each policy or provide proof of such waiver in the policy itself.

12.14. Report of Claims to City. Consultant shall report to the City, in addition to the Consultant’s insurer, any and all insurance claims submitted to Consultant's insurer in connection with the services under this Agreement.

12.15. Premium Payments and Deductibles. Consultant must disclose all deductibles and self-insured retention amounts to the City. The City may require the Consultant to provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within retention amounts. Ultimately, City must approve all such amounts prior to execution of this Agreement. City has no obligation to pay any premiums, assessments, or deductibles under any policy required in this Agreement.

Consultant shall be responsible for all premiums and deductibles in all of Consultant’s insurance policies. The amount of deductibles for insurance coverage required herein are subject to City’s approval.

12.16. Duty to Defend and Indemnify. Consultant’s duties to defend and indemnify City under this Agreement shall not be limited by the foregoing insurance requirements and shall survive the expiration or early termination of this Agreement.

13. MUTUAL COOPERATION

13.1. City Cooperation in Performance. City shall provide Consultant with all pertinent data, documents and other requested information as is reasonably available for the proper performance of Consultant’s services under this Agreement.

13.2. Consultant Cooperation in Defense of Claims. If any claim or action is brought against City relating to Consultant’s performance in connection with this Agreement, Consultant shall render any reasonable assistance that City may require in the defense of that claim or action.

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14. NOTICES
Any notices, bills, invoices, or reports required by this Agreement shall be deemed received on: (i) the day of delivery if delivered by hand, email, or overnight courier service during Consultant’s and City’s regular business hours; or (ii) on the third business day following deposit in the United States mail if delivered by mail, postage prepaid, to the addresses listed below (or to such other addresses as the parties may, from time to time, designate in writing).

If to City
Clare Lin
City of Sierra Madre
232 W. Sierra Madre Blvd.

Sierra Madre, CA 91024
Telephone: (626) 355-7135
Email: [email protected]
If to Consultant
Surabhi Barbhaya
Kimley-Horn and Associates, Inc.
1100 W. Town & Country Rd.

Suite 700
Orange, CA 92868
Telephone: (714) 462-2770
[email protected]
With courtesy copy to:

Aleks R. Giragosian, Esq.

Sierra Madre City Attorney
Colantuono, Highsmith & Whatley, PC
790 E. Colorado Blvd., Suite 850
Pasadena, CA 91101
Telephone: (213) 542-5700
Email: [email protected]

15. SURVIVING COVENANTS
The parties agree that the covenants contained in Section 5.11 (Records), Section 10.4 (Indemnification of CalPERS Determination), Section 11 (Indemnification), Section 12.8 (ClaimsMade Policies), paragraph 12.13 (Waiver of Subrogation), Section 13.2 (Consultant Cooperation in Defense of Claims), Section 15 (Surviving Covenants), Section 17 (Interpretation of Agreement), and Section 18 (General Provisions) of this Agreement shall survive the expiration or termination of this Agreement, subject to the provisions and limitations of this Agreement and all otherwise applicable statutes of limitations and repose.

16. TERMINATION

16.1. City Termination. City may terminate this Agreement for any reason on five calendar days’ written notice to Consultant. Consultant agrees to cease all work under this Agreement on or before the effective date of any notice of termination. All City data, documents, objects, materials or other tangible things shall be returned to City upon the termination or expiration of this Agreement.

16.2. Consultant Termination. Consultant may terminate this Agreement for a material breach of this Agreement by the City upon 30 days’ notice.

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16.3. Compensation Following Termination. Upon termination, Consultant shall be paid based on the work satisfactorily performed at the time of termination. In no event shall Consultant be entitled to receive more than the amount that would be paid to Consultant for the full performance of the services required by this Agreement. The City shall have the benefit of such work as may have been completed up to the time of such termination.

16.4. Remedies. City retains any and all available legal and equitable remedies for Consultant’s breach of this Agreement.

17. INTERPRETATION OF AGREEMENT

17.1. Governing Law. This Agreement shall be governed and construed in accordance with the laws of the State of California.

17.2. Integration of Exhibits. All documents referenced as exhibits in this Agreement are hereby incorporated into this Agreement. In the event of any material discrepancy between the provisions of this Agreement and its exhibits, the provisions of this Agreement shall prevail. In the event of any material discrepancy between the express provisions of this Agreement and the exhibits of this Agreement, the provisions of this Agreement shall prevail. This instrument contains the entire Agreement between City and Consultant with respect to the transactions contemplated herein. No other prior oral or written agreements are binding upon the parties. Amendments hereto or deviations herefrom shall be effective and binding only if made in writing and executed on by City and Consultant.

17.3. Headings. The headings and captions appearing at the commencement of the sections hereof, and in any paragraph thereof, are descriptive only and for convenience in reference to this Agreement. Should there be any conflict between such heading, and the section or paragraph thereof at the head of which it appears, the language of the section or paragraph shall control and govern in the construction of this Agreement.

17.4. Pronouns. Masculine or feminine pronouns shall be substituted for the neuter form and vice versa, and the plural shall be substituted for the singular form and vice versa, in any place or places herein in which the context requires such substitution(s).

17.5. Severability. If any term or provision of this Agreement or the application thereof to any person or circumstance shall, to any extent, be invalid or unenforceable, then such term or provision shall be amended to, and solely to the extent necessary to, cure such invalidity or unenforceability, and shall be enforceable in its amended form. In such event, the remainder of this Agreement, or the application of such term or provision to persons or circumstances other than those as to which it is held invalid or unenforceable, shall not be affected, and each term and provision of this Agreement shall be valid and be enforced to the fullest extent permitted by law.

17.6. No Presumption Against Drafter. Each party had an opportunity to consult with an attorney in reviewing and drafting this agreement. Any uncertainty or ambiguity shall not be construed for or against any party based on attribution of drafting to any party.

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18. GENERAL PROVISIONS

18.1. Confidentiality. All data, documents, discussion, or other information developed or received by Consultant for performance of this Agreement are deemed confidential and Consultant shall not disclose it without prior written consent by City. City shall grant such consent if disclosure is legally required. All City data shall be returned to City upon the termination or expiration of this Agreement.

18.2. Conflicts of Interest. Consultant maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Consultant, to solicit or secure this Agreement. Further, Consultant warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Consultant, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement. Consultant further agrees to file, or shall cause its employees or subcontractor to file, a Statement of Economic Interest with the City’s Filing Officer if required under state law in the performance of the services. For breach or violation of this warranty, City shall have the right to rescind this Agreement without liability. For the term of this Agreement, no member, officer, or employee of City, during the term of his or her service with City, shall have any direct interest in this Agreement, or obtain any present or anticipated material benefit arising therefrom.

18.3. Non-assignment. Consultant shall not delegate, transfer, subcontract or assign its duties or rights hereunder, either in whole or in part, without City’s prior written consent, and any attempt to do so shall be void and of no effect. City shall not be obligated or liable under this Agreement to any party other than Consultant.

18.4. Binding on Successors. This Agreement shall be binding on the successors and assigns of the parties.

18.5. No Third-Party Beneficiaries. Except as expressly stated herein, there is no intended third-party beneficiary of any right or obligation assumed by the parties.

18.6. Time of the Essence. Time is of the essence for each and every provision of this Agreement. Notwithstanding any other provision of this Agreement, the Consultant shall not have liability for or be deemed in breach because of delays caused by any factor outside of its reasonable control, including but not limited to natural disasters, adverse weather, or acts of the City, third parties, or governmental agencies.

18.7. Non-Discrimination. Consultant shall not discriminate against any employee or applicant for employment because of race, sex (including pregnancy, childbirth, or related medical condition), creed, national origin, color, disability as defined by law, disabled veteran status, Vietnam veteran status, religion, age (40 and above), medical condition (cancer-related), marital status, ancestry, or sexual orientation. Employment actions to which this provision applies shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; or in terms, conditions or privileges of employment, and selection for Docusign Envelope ID: 95DB3450-6FCE-4F75-B277-68FCB058E47D Professional Services Agreement – Consultant Services

311135.v1 8/21/2023
training. Consultant agrees to post in conspicuous places, available to employees and applicants for employment, the provisions of this nondiscrimination clause.

18.8. Waiver. No provision, covenant, or condition of this Agreement shall be deemed to have been waived by City or Consultant unless in writing signed by one authorized to bind the party asserted to have consented to the waiver. The waiver by City or Consultant of any breach of any provision, covenant, or condition of this Agreement shall not be deemed to be a waiver of any subsequent breach of the same or any other provision, covenant, or condition.

18.9. Excused Failure to Perform. Consultant shall not be liable for any failure to perform if Consultant presents acceptable evidence, in City’s sole judgment, that such failure was due to causes beyond the control and without the fault or negligence of Consultant.

18.10. Remedies Non-Exclusive. Each right, power and remedy provided for herein or now or hereafter existing at law, in equity, by statute, or otherwise shall be cumulative and shall be in addition to every other right, power, or remedy provided for herein or now or hereafter existing at law, in equity, by statute, or otherwise. The exercise, the commencement of the exercise, or the forbearance from the exercise by any party of any one or more of such rights, powers or remedies shall not preclude the simultaneous or later exercise by such party of any or all of such other rights, powers or remedies.

18.11. Attorneys’ Fees. If legal action shall be necessary to enforce any term, covenant or condition contained in this Agreement, the prevailing party shall be entitled to an award of reasonable attorneys’ fees and costs expended in the action.

18.12. Venue. The venue for any litigation shall be Los Angeles County, California and Consultant hereby consents to sole jurisdiction in Los Angeles County for purposes of resolving any dispute or enforcing any obligation arising under this Agreement.

18.13. Counterparts; Electronic Signatures. This Agreement may be signed in one or more counterparts, each of which shall be deemed an original, but all of which together shall be deemed one and the same instrument. The parties acknowledge and agree that this Agreement may be executed by electronic signature, which shall be considered as an originalsignature for all purposes and shall have the same force and effect as an original signature. Without limitation, “electronic signature” shall include faxed or emailed versions of an original signature, electronically scanned and transmitted versions (e.g., via pdf) of an original signature, or a digital signature.

Docusign Envelope ID: 95DB3450-6FCE-4F75-B277-68FCB058E47D Professional Services Agreement – Consultant Services

311135.v1 8/21/2023
TO EFFECTUATE THIS AGREEMENT, the parties have caused their duly authorized representatives to execute this Agreement on the dates set forth below. “CITY”
City of Sierra Madre
Authorized Signatories:

Signature:

Printed:

Title:

Date:
“CONSULTANT”
Kimley-Horn and Associates, Inc.

Signature:

Printed:

Title:

Date:

Attest:

Signature:

Printed:

Title: City Clerk
Date:

Approved as to Form:

Signature:

Printed:

Title: City Attorney
Date:

City Manager
Docusign Envelope ID: 95DB3450-6FCE-4F75-B277-68FCB058E47D 9/25/2025
Jason Melchor
Assistant Secretary, PE No. 65218
Aleks Giragosian
9/25/2025
Michael Bruckner
9/25/2025
Laura Aguilar
9/29/2025
Professional Services Agreement – Consultant Services
Exhibit A
311135.v1 8/21/2023

EXHIBIT A
Scope of Services
Docusign Envelope ID: 95DB3450-6FCE-4F75-B277-68FCB058E47D Proposal For Parks & Open Space, and
Conservation Elements Update
Scope of Work
Task 1: Project Initiation and Management
Task 1.1: Kick-off Meeting
The Kimley-Horn team will hold an in-person kick-off meeting with the City project team. We will review and refine the scope of work, project schedule, communications protocol, and deliverables. The team will also discuss staff expectations, data needs, and the community outreach approach.

Deliverables
• Kick-off meeting agenda and summary
• Data needs memo
Task 1.2: Project Coordination
The Kimley-Horn team will hold monthly virtual coordination meetings with City staff. We will prepare agendas, summaries, and action items for each meeting to align with the project schedule. Ongoing communication will be maintained via email and phone calls. A dedicated SharePoint site on Microsoft Teams will be set up for document sharing and review.

Deliverables
• Monthly virtual coordination meetings (up to eight [8]) • Meeting agendas and summaries
• Link to SharePoint site via Teams
Task 1.3: Project Management
Surabhi Barbhaya, AICP, LEED AP, will manage the project's daily operations, including coordination with subconsultants and task leaders. Her coordination and management responsibilities will include tracking progress, managing invoicing and reports, maintaining project files, managing the scope, schedule, and budget.

Deliverables
• Monthly invoices; Progress reports
• Internal coordination
• Updated schedules and budgets (as needed)
Task 2: Community and Stakeholder Engagement
Task 2.1: Public Workshop (in-person)
Kimley-Horn will facilitate one (1) in-person workshop (typically 2 hours long) to solicit input and educate the public about the updates to the elements. We will have a presentation and activity stations such as post-it exercises along with comment cards to gather input. The format of the event, venue, and exercises that will be most effective will be discussed in greater detail during the coordination meetings.

We will provide the City with a summary of the workshop, and the results will be used for the formulation of the policies.

Docusign Envelope ID: 95DB3450-6FCE-4F75-B277-68FCB058E47D Proposal For Parks & Open Space, and
Conservation Elements Update
Kimley-Horn will design one promotional piece to publicize the opportunity to participate. The promotional piece will be provided to the City for review, and one round of revisions is assumed. The promotional piece will be provided in English. The City will be responsible for securing the venue and dissemination of the promotional piece through the City website, social media platforms, newsletters, printed mailings, or other methods as determined suitable to obtain the greatest participation from the community.

Deliverables
• Conduct one (1) in-person workshop
• Meeting collateral in English – PDF copies of the flyer and presentation • Informational and activity boards: up to four (4) boards (size 22X36 inches) • Workshop summary
Task 2.2: Departments/Commission Workshops
Kimley-Horn will facilitate a total of two (2) workshops with departments such as Parks & Recreation Commission, Public Works, Planning Commission and/or City Council depending on the direction of the City. We recommend the first meeting occur prior to the community workshop to help shape the materials and ideas presented to the public, and the second meeting follow the workshop to refine solutions based on community feedback. These workshops will be conducted in a small focus group format, ideally with 4 to 6 participants, to promote efficient discussion and problem-solving. The City will coordinate meeting logistics and invitations. Feedback received that falls outside the current scope will be documented and shared with the City for consideration in future, more comprehensive update of General Plan.

Deliverables
• Meetings/workshops (two[2] in-person)
• Presentation, meeting materials
• Workshop summary
Task 3: Draft and Final General Plan Elements
Task 3.1: Draft Conservation Element
This task will involve a comprehensive update of the City’s Conservation Element to reflect current conditions and align with recent state mandates, including AB 1889. We will examine the current state of natural resources, including wildlife habitats, vegetation communities, and soil conditions. This analysis will include a review of existing preservation and management practices and the identification of environmentally sensitive areas that may warrant additional protection. The analysis will also document existing conservation efforts, such as water conservation measures, waste management, and energy efficiency programs, and consider how urban growth may impact these resources. Additionally, this analysis will align with state and local conservation goals, climate adaptation strategies, and regulations to guide policies that strive to balance resource conservation with the City's development needs. This effort will include a detailed review of existing conditions, identification of key issues and opportunities, and the development of updated goals, policies, and implementation actions that support habitat linkages and long-term ecological resilience.

To comply with AB 1889, Kimley-Horn will update its Conservation Element to address wildlife connectivity, habitat permeability, and opportunities for ecological restoration. Using regional data Docusign Envelope ID: 95DB3450-6FCE-4F75-B277-68FCB058E47D Proposal For Parks & Open Space, and
Conservation Elements Update
sources—such as the California Department of Fish and Wildlife’s (CDFW’s) habitat connectivity maps—and Google Earth assessments conducted in partnership with Bargas Consulting as well as staff interviews, the update will identify potential movement corridors within the City. Various maps that show penetration potential, land blocks, and essential corridors will be created to support discussion in compliance with AB 1889.

The updated Element will include goals and implementation actions that avoid or minimize new barriers to wildlife movement, encourage wildlife-friendly design and landscaping, and promote habitat restoration where feasible. Policies will also emphasize coordination with neighboring jurisdictions and other agencies to support regional ecological health. The final update will be delivered with supporting maps and GIS layers, ensuring that the City meets the statutory intent of AB 1889 while aligning with its broader environmental and land use goals.

Deliverables
• Draft Conservation Element (Digital Copy)
Task 3.2: Draft Open Space and Recreation Element
This task will involve a comprehensive update of the City’s Open Space Element to reflect current conditions and align with recent state mandates, including SB 1425. This task will involve collecting current data provided by the City’s Parks and Recreation Department and desktop research on all parks, recreational facilities, trails, and natural open spaces, including acreage, amenities, recreation activities, and condition. The team will review and reconcile City geographic information system (GIS) layers, data from Parks and Recreation Department, and recent improvements since the last General Plan update, for consistency with the Park Planning activities and any relevant planning documents. In addition, we will document park classifications, service areas, and gaps in access using industry benchmarks and community needs. This effort will include a detailed review of existing conditions, identification of key issues and opportunities, and the development of updated goals, policies, and implementation actions.

In compliance with SB 1425, Kimley-Horn will utilize GIS data provided by the City to develop maps that overlay existing parks, five-minute walk sheds, and environmental and demographic data from CalEnviroScreen 4.0. This spatial analysis will help identify neighborhoods with limited access to parks and recreation opportunities. Additionally, we will incorporate findings from existing studies such as the County’s Parks Needs Assessments and the LA County Parks Study Area Profile to document the types of recreational activities currently available. These insights will inform targeted strategies to improve park access and equity for historically underserved populations.

To evaluate the role of open space in supporting climate adaptation, we will rely on relevant plans already created by the City as well as best practices. Our analysis will assess factors such as extreme heat exposure, flood risk, air quality, and urban heat island effects, and will rely on Climate Vulnerability Assessment. We will develop policy recommendations that support expansion or modification of the tree canopy in response to fire protection if needed, creation of shaded recreational spaces, and integration of nature-based infrastructure to enhance public health and climate resilience.

Consistent with SB 1425, the Open Space and Recreation Element update will also recommend policies to study rewilding opportunities within the City and integrate them with the Conservation Element. This includes restoring native habitat corridors, repurposing underutilized areas for ecological functions, and enhancing biodiversity. We will propose policies that promote habitat connectivity, watershed health, Docusign Envelope ID: 95DB3450-6FCE-4F75-B277-68FCB058E47D Proposal For Parks & Open Space, and
Conservation Elements Update
and the protection of cultural and historic resources, contributing to a more resilient and ecologically balanced open space network.

Deliverables
• Draft Parks and Open Space Element (Digital Copy)
Task 3.3: Public Review and Final General Plan Element
Upon City staff’s review of the Administrative Draft, the Kimley-Horn team will meet with City staff to discuss the comments. The team will then integrate the suggested revisions to produce a public review draft of the GPU, which will be presented at City Council hearings.

After public hearings with the City Council, and once City staff confirms final changes, the Kimley-Horn team will refine the draft General Plan to produce the final version. Revisions at this stage are anticipated to be minimal, focusing on adjustments identified during the public hearing process to align with community input and City Council directives.

Deliverables
• Public Review Draft of the two elements (Digital Copy) • Final Draft of the two elements (Digital Copy)
Task 3.4: Tribal Consultation Pursuant to SB 18
SB 18 tribal consultation, enacted in 2004 and codified in California Government Code Section 65352.3, requires early consultation with California Native American tribes when amending General Plan elements that could impact sacred sites or tribal lands. Kimley-Horn will provide Senate Bill (SB 18) Native American communications assistance, as directed by the City. Kimley-Horn will contact the Native American Heritage Commission (NAHC) to request a Sacred Lands File (SLF) Search and an SB 18 list of Native American tribes and individuals to contact. Using the NAHC SB 18 list, Kimley-Horn will draft SB 18 letters for City distribution. The letters’ objective will be to contact the identified entities to discern whether a tribe or individual has knowledge of cultural resources within the Project boundaries. A request for consultation would require the City to enter a consultation process.

Since a CEQA exemption is currently anticipated for these updates, AB 52 tribal consultation is not required at this time. However, if a more detailed CEQA review becomes necessary as the project progresses, Kimley-Horn can support the City in conducting AB 52 consultation in compliance with all applicable requirements.

Deliverables
• Identifying tribes and contact
• Drafting and mailing letters to tribes
• Consultation as required
Task 3.5: CEQA Exemption for General Plan Elements
Based on Kimley-Horn’s professional judgment and experience, the proposed updates to the Conservation and Open Space/Recreation Element may qualify for a Commonsense Exemption pursuant to State CEQA Guidelines Section 15061(b)(3). This Exemption is appropriate when it can be Docusign Envelope ID: 95DB3450-6FCE-4F75-B277-68FCB058E47D Professional Services Agreement – Consultant Services
Exhibit B
311135.v1 8/21/2023
Exhibit B
Approved Fee Schedule
Docusign Envelope ID: 95DB3450-6FCE-4F75-B277-68FCB058E47D Name
Surabhi
Barbhaya
Elizabeth
Cobb
Category/Title
Project
Manager/Sr.

Professional I
Principal-inCharge/Sr.

Professional II
Billing Rate $280.00 $375.00 $375.00 $345.00 $220.00 $190.00 $175.00 $150.00 Task 1 54 2 4 0 0 0 0 6 66 $ 18,270.00 $ 750.00 $ 19,020.00

1.1 6 4 10 $ 3,180.00 $ 750.00 $ 3,930.00

1.2 24 2 26 $ 7,020.00 $ 7,020.00

1.3 24 2 4 30 $ 8,070.00 $ 8,070.00
Task 2 28 0 12 0 0 20 4 0 64 $ 16,840.00 $ 3,000.00 $ 19,840.00

2.1 16 4 12 4 36 $ 8,960.00 $ 1,000.00 $ 9,960.00

2.2 Commission Workshops and Presentations (2) 12 8 8 28 $ 7,880.00 $ 2,000.00 $ 9,880.00 Task 3 102 10 6 20 160 84 10 0 392 $ 94,370.00 $ 7,000.00 $ 101,370.00

3.1 40 2 6 60 24 132 $ 31,960.00 $ 7,000.00 $ 38,960.00

3.2 40 6 20 60 60 186 $ 44,950.00 $ 44,950.00

3.3 16 2 24 42 $ 10,510.00 $ 10,510.00

3.4 2 4 4 10 $ 2,140.00 $ 2,140.00

3.5 4 12 6 22 $ 4,810.00 $ 4,810.00
Task 4 16 0 6 0 16 12 0 0 50 $ 12,530.00 $ 1,250.00 $ 13,780.00

4.1 16 6 16 12 50 $ 12,530.00 $ 1,250.00 $ 13,780.00
200 12 28 20 176 116 14 6 572
$56,000.00 $4,500.00 $10,500.00 $6,900.00 $38,720.00 $22,040.00 $2,450.00 $900.00 $ 142,010.00 $ 12,000.00 $ 154,010.00 $ 1,500.00 $ - $ 1,500.00
$ 1,500.00 $ 1,500.00
$ 143,510.00 $ 12,000.00 $ 155,510.00
KH Total
Hours KH Cost Bargas Cost
TOTAL

PROJECT
COST
City of Sierra Madre
Open Space &
Recreation and
Conservation Elements
Update

TOTAL HOURS
Subtotal Labor:

Other Direct Costs
Kimley-Horn and Associates, Inc.

Analyst II Analyst II Analyst I Support Staff Sr.

Professional II
Sr.

Professional I
Public Hearings and Adoption
Public Hearing Meetings/Presentations (2)
Tribal Consultation Pursuant to SB 18
Draft and Final General Plan Elements
Draft Conservation Element
Draft Open Space/Recreation Element
Public Review and Final General Plan Element
Expenses (Milage and printing)
Project Initiation and Management
Kick-Off Meeting
Project Coordination
Project Management
Community and Commission Engagement
Community Workshop (1)
CEQA Exemption General Plan Elements
TOTAL COST:

Rate Schedule Used
Docusign Envelope ID: 95DB3450-6FCE-4F75-B277-68FCB058E47D

CITY OF
SIERRA
MADRE

STAFF REPORT

CITY MANAGER'S OFFICE
DATE: May 12, 2026
TO: Honorable Mayor and City Council
FROM: Michael Bruckner, City Manager
SUBJECT:

Fourth Amended and Restated Legal Services Agreement with Colantuono, Highsmith & Whatley, PC

RECOMMENDATION
It is recommended that the City Council approve the fourth amended and restated legal services agreement with Colantuono, Highsmith & Whatley, PC ("Fourth Amendment"), establishing an hourly advisory rate of $300 per hour, litigation rate of $375 per hour, and a separate rate for reimbursable matters of $400 per hour.

SUMMARY
The City's current legal services agreement with Colantuono, Highsmith & Whatley, PC (CHW) provides for: (1) a monthly retainer of $12,915; (2) an hourly rate of $265 for specialized services; (3) an hourly rate of $265 for litigation services; and (4) an annual cost-of-living adjustment based on the Consumer Price Index, not to exceed

2.5%, rounded to the nearest $5. The proposed Fourth Amended & Restated Legal Services Agreement eliminates the monthly retainer structure and transitions to a fully hourly-based compensation model. It increases the advisory rate to $300 per hour, the litigation rate to $375 per hour, and establishes a new $400 per hour rate for reimbursable matters. The annual CPI adjustment rounding threshold is increased from $5 to $10.

DISCUSSION & ANALYSIS
The City first contracted with the law firm of Colantuono, Highsmith & Whatley, PC (CHW) for legal services in 2003. Over the intervening years, the contract has been amended three times (2005, 2013, and 2023). The City Attorney has proposed a Fourth Amendment that transitions the rate structure from a monthly retainer combined with hourly rates to a fully hourly-based compensation model. Specifically, the Fourth Amendment increases the advisory rate to $300 per hour, the litigation rate to $375 per hour, and establishes a new rate of $400 per hour for reimbursable matters. Additionally, the annual cost-of-living adjustment rounding threshold is increased from the nearest $5 to the nearest $10. Staff estimates that the overall cost impact of the Fourth Amendment represents an approximate 20% increase year over year compared to current rates.

Government Code Section 37103 authorizes the City Council to contract for legal services. Under the Fourth Amendment, the City would continue its contractual relationship with CHW. Government Code Section 36505 authorizes the City Council to appoint the City Attorney. The Fourth Amendment designates Aleks Giragosian as City Attorney. Pursuant to the Brown Act, the City Council must adopt an amendment to the City Attorney's contract at a regular meeting (Gov. Code § 54956(b)) and orally report a summary of the recommendations for final action on the compensation prior to adoption of the Fourth Amendment (Gov. Code § 54953(d)(3)(A)). The City may satisfy this requirement by reading the title of the consent agenda item prior to adoption.

STRATEGIC PLAN RELATIONSHIP
The proposed Fourth Amendment furthers Strategy OS 1.3 (Enahnce Staff Retention Efforts) as it makes the process of legal billing for efficient through a revised rate structure and billing method.

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

FISCAL IMPACT
Total fiscal Impact of the City Attorney's Fiscal Year 2026-27 costs persuant to the Fourth Amendment rates are estimated to be $256,800, with $199,200 appropriation for 10000 General Fund, and $28,800 appropriation for both the 71000 Water and 72000 Sewer funds. The appropriations would be incorporated into the FY2026-27 annual budget.

Approved by:
___________________________
Michael Bruckner
City Manager
Attachments
4th Amended and Restated Sierra Madre Legal Services Agreement.pdf

FOURTH AMENDED AND RESTATED

AGREEMENT FOR LEGAL SERVICES
This Fourth Amended and Restated Agreement for Legal Services (“Fourth Amendment”) is made and entered into by and between the law firm of Colantuono, Highsmith & Whatley, PC, a California professional corporation (“Firm’’), and the City of Sierra Madre, a California municipal corporation (“City”).

RECITALS
A. Government Code Section 36505 and 37103 authorizes the City Council to appoint the City Attorney and contract for legal services, respectively.

B. The City desires to retain the Firm to discharge the duties of City Attorney and to designate a member of the Firm as City Attorney.

C. The attorneys of the Firm are duly licensed under the laws of the State of California and are fully qualified to discharge the duties of the City Attorney and to provide the services contemplated by this Agreement.

D. On December 8, 2003, the City and Firm entered into an Agreement for Legal Services.

E. On March 15, 2005, the City and Firm entered into a First Amended and Restated Agreement for Legal Services.

F. On February 13, 2013, the City and Firm entered into a Second Amended and Restated Agreement for Legal Services.

G. On March 1, 2023, the City and Firm entered into a Third Amended and Restated Agreement for Legal Services.

H. The City desires to amend its current contract with the Firm to adjust the structure and rates of compensation.

AGREEMENT

1. SCOPE OF SERVICES.

A. The Firm shall discharge the duties of the office of City Attorney of the City and shall use its best efforts to provide legal services in a competent and professional manner. The Firm shall provide all legal services to the City of the kind and nature typically provided by an in-house City Attorney’s office unless specifically stated otherwise in this Agreement or otherwise directed in writing by the City. Except where conflict of interest rules require otherwise, the Firm shall supervise the activities of all other counsel retained by or for the City and shall review the work of such counsel on behalf of the City.

B. The legal services to be provided by the Firm shall consist of those set forth in Exhibit “A” attached hereto and shall be billed at the rates set forth in Exhibit “B”.

2. DESIGNATION OF CITY ATTORNEY.

Aleks R. Giragosian is designated as City Attorney of the City. The parties understand and agree that the Firm may, from time to time, utilize other attorneys within the Firm to assist Mr. Giragosian in the performance of this Agreement but that Mr. Giragosian will attend City Council and other meetings when requested and will supervise all services rendered under this Agreement.

3. BILLING PROCEDURES AND MONTHLY STATEMENTS.

A. The Firm shall submit to the City, within 30 days after the end of each calendar month, an itemized statement of the professional services provided and the time expended to provide those services in the form customarily submitted by the Firm to clients which are billed on an hourly basis. The parties acknowledge that payment of all monthly statements is expected to be made within 30 days of the billing date. The City will not be liable for interest or finance charges, although persistent late payment shall be a basis for the Firm to review its relationship with the City.

B. The Firm will bill the City for actual, out-of-pocket expenses such as, but not limited to, filing fees, duplication costs, and authorized travel, including mileage at the IRS rate. All expenses will be billed at cost, without markup. These items will be separately designated on the Firm’s monthly statements as “disbursements,” and will be billed in addition to fees for professional services.

C. The Firm will not charge for word-processing services or secretarial overtime. The Firm will not charge for computerized legal research within the scope of its contract with Westlaw or a similar provider, but will pass through to the City at cost, without markup, its cost for use of specialized databases outside that contract.

D. Time will be charged by the Firm in increments of 1/10 of an hour (i.e., sixminute units). The rate structure in general, or the rates of attorneys of particular levels of experience, may be increased or altered from time to time. No such change shall affect the terms of Exhibit B to this Agreement absent amendment of this Agreement pursuant to Section 8 below.

E. The Firm will not charge the City for the attendance of more than one attorney at any meeting, proceeding or deposition without first discussing the need to do so with the principal client contact for the matter, and will limit multiple attendance to exceptional circumstances where such attendance is necessary for the benefit of the client.

F. On occasion, we may receive small sums of money belonging to you, such as a credit for an overpayment by a vendor, a refund from a court, or the like. The California State Bar requires us to alert you to sums we receive on your behalf within 14 days of receipt and to forward those funds to you within 45 days of receipt unless we have your direction otherwise. Processing payments for small amounts may be burdensome to your accounting staff and to ours. Therefore, by signing this letter agreement for legal services, you agree that, should we receive any amount to your credit of $500 or less and we do not have other instructions from you with respect to that money, we may place these funds in our client trust account and apply them to future invoices to you for our services. You can alter this agreement at any time as to some or all funds we hold by letting us know, in writing, how we should handle your money. We will inform you of our receipt of funds promptly upon each receipt and will remind you of your right to alter these standing instructions as to any payment.

4. RESOLUTION OF FEE DISPUTES.

We rarely have disputes with clients over our fees. Nevertheless, you should be aware that you are entitled to require that any fee dispute be resolved by binding arbitration pursuant to the arbitration rules for legal fee disputes of the County Bar Association in any county in which we maintain an office. We agree that all disputes between us regarding the services rendered or fees charged not resolved via County Bar fee arbitration will be submitted to binding arbitration in San Diego County to be conducted by ADR Services, Inc. in accordance with its commercial arbitration rules.

YOU SHOULD REVIEW THIS PARAGRAPH CAREFULLY AND, IF YOU WISH, SEEK

INDEPENDENT LEGAL COUNSEL REGARDING IT, AS YOU AND WE ARE

AGREEING TO FOREGO SIGNIFICANT RIGHTS IN THE EVENT OF A DISPUTE BETWEEN US, INCLUDING THE RIGHT TO A JURY TRIAL.

5. TERM OF THE AGREEMENT.

This Agreement shall take effect on July 1, 2026 (“Effective Date”) and shall be and remain in full force and effect until terminated in accordance with the provisions of Section 6 hereof.

6. TERMINATION OF THE AGREEMENT.

City may terminate the Firm’s representation at any time, without cause, subject to an obligation to give notice in writing to the Firm at least 30 days before termination.

Termination is effective 30 days from the date of the written notice unless otherwise specified therein. The Firm has the same right, subject to the Firm’s ethical obligations to allow the City sufficient notice prior to termination so that City may to arrange alternative representation. In either circumstance, City agrees to secure new counsel as quickly as possible and to cooperate fully in the substitution of the new counsel as counsel of record in any action in which the Firm may represent the City. The Firm agrees to cooperate fully in any such transition, including the transfer of files.

Notwithstanding the termination of the Firm’s representation, City will remain obligated to pay to the Firm all fees and costs incurred previously.

7. FILES AND RECORDS.

A. All legal files of the Firm pertaining to the City shall be and remain the property of City. The Firm will control the physical location of such files during the term of this Agreement. The Firm may, in its discretion, maintain all or part of the City’s client file in electronic format. The Firm may store part or all of the City’s electronic documents using secure cloud storage services. If so, the Firm will use all reasonable methods to maintain the confidentiality of City files, just as it does for the City’s nondigital files. The City’s data will be password protected and encrypted using currently available technology.

B. The Firm shall maintain full and accurate records with respect to all matters covered under this Agreement for two years after the expiration or termination of this Agreement. If the City asks the Firm to deliver its files to the City, delivery of an electronic version, together with any materials that cannot be saved electronically, satisfies the Firm’s obligation to release all client papers and property to the City. Two years after termination of the attorney-client relationship, and after reasonable notice, the Firm will be free to destroy the City’s client file, including all electronic records. The Firm may also discharge its obligation to maintain the City’s file prior to the expiration of two years by mailing a copy to the City. “Reasonable notice” means the Firm’s mailing notice to the City of its intent to destroy the City’s client files.

C. City shall have the right to access and examine records of the Firm pertaining to the City, without charge, during normal business hours upon written request, provided, however, that Firm may protect the confidences of its other clients and otherwise comply with applicable law. City shall further have the right to audit such records, to make transcripts therefrom and to inspect all data, documents, proceedings, and activities upon written request, provided, however, that Firm may protect the confidences of its other clients and otherwise comply with applicable law.

The Firm does not permit direct access to its files by clients, but will provide the City access to the Firm’s records pertaining to the City as provided herein and upon written request. This same procedure will apply to information stored in the cloud.

8. MODIFICATIONS TO THE AGREEMENT.

This Agreement may be amended from time to time by a written agreement signed by the parties.

Unless otherwise provided in this Agreement, modifications relating to the nature, extent, or duration of the Firm’s professional services to be rendered hereunder shall require the prior written approval of the City Council. Any such written approval shall be a supplement to this Agreement and shall specify any changes in the Scope of Services and the agreed-upon billing rates to be charged by the Firm and paid by the City.

9. INDEPENDENT CONTRACTOR.

No employment relationship is created by this Agreement. The Firm and its members shall, for all purposes, be an independent contractor to the City. The Firm and its members shall not be entitled to participate in any pension plan (including, without limitation, the Public Employees Retirement System), insurance, bonus, or other similar benefits provided to City employees.

10. NONDISCRIMINATION.

In the performance of this Agreement, the Firm shall not discriminate against any employee or applicant for employment because of race, religion, color, sex, sexual orientation, national origin, medical condition, or any other unlawful basis.

11. ASSIGNMENT AND DELEGATION.

This Agreement contemplates the personal professional services of the Firm.

Neither this Agreement nor any portion thereof shall be assigned or delegated without the prior written consent of the City. Delegation to attorneys outside the Firm shall be limited to those situations in which the Firm is disqualified by virtue of a conflict of interest, or where the Firm does not possess the expertise to competently perform services in a particular practice area. Delegation shall not be made without the prior written approval of the City’s Chief Executive Officer The Firm shall supervise delegated work, except where precluded from doing so by a conflict of interest, and where otherwise agreed to by the parties hereto.

12. INSURANCE.

A. The Firm currently maintains in full force and effect a professional liability insurance policy which provides coverage in an amount not less than $2,000,000 per occurrence and $4,000,000 aggregate. That policy covers the City for any damages or losses it suffers as a result of any error or omission or neglect by the Firm which arises out of the professional services required by this Agreement.

B. The Firm currently maintains workers’ compensation insurance in accordance with Section 3700 of the California Labor Code.

C. The Firm agrees to notify City in the event the limits of its insurance should fall below the coverages stated in paragraph A or if the insurance policies noted here are allowed to lapse and substitute insurance is not obtained.

13. INDEMNIFICATION.

The Firm shall indemnify, hold harmless and defend City, its officers, agents, employees and volunteers from and against any and all claims and losses, costs or expenses for any damage due to death or injury to any person and injury to any property resulting from any intentional, reckless, or negligent acts, errors or omissions of the Firm in the performance of this Agreement.

14. CONFLICTS OF INTEREST.

The Firm and its members shall comply with all applicable federal, state and local laws and regulations, including the conflict of interest provisions of Government Code section 1090 and the Political Reform Act (Government Code section 81000 et seq.).

15. PERMITS AND APPROVALS.

The Firm and its members shall obtain, at the Firm’s sole cost and expense, all permits, and licenses necessary in the performance of this Agreement.

16. FEDERAL PROVISIONS.

Federal financial assistance may be used to fund all or a portion of this Agreement. The Firm shall comply with all federal requirements including, but not limited to, the following:

A. 2 C.F.R. Part 200 – Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards, which is expressly incorporated herein by reference.

B. Federal Contract Provisions attached hereto as Exhibit “C” and incorporated herein by reference.

Subcontracts, if any, shall contain a provision making them subject to all of the provisions stipulated in the contract, including but not limited to, 2 C.F.R. Part 200 and the Federal Contract Provisions.

With respect to any conflict between such federal requirements and the terms of this Agreement and/or the provisions of state law and except as otherwise required under federal law or regulation, the more stringent requirement shall control.

17. SEVERABILITY.

If any term or provision of this Agreement or the application thereof to any person or circumstance shall, to any extent, be invalid or unenforceable, then such term or provision shall be amended to, and solely to, the extent necessary to cure such invalidity or unenforceability, and in its amended form shall be enforceable. In such event, the remainder of this Agreement, or the application of such term or provision to persons or circumstances other than those as to which it is held invalid or unenforceable, shall not be affected thereby, and each term and provision of this Agreement shall be valid and be enforced to the fullest extent permitted by law.

18. ENTIRE AGREEMENT.

This Agreement, together with Exhibits "A", "B" and "C" hereto, shall constitute the full and complete agreement and understanding of the parties and shall be deemed to supersede all other written or oral statements of any party hereto relating to the subject matter hereof.

IN WITNESS WHEREOF, the Parties listed below represent that they are authorized by their respective organizations to execute this Fourth Amendment. “CITY”
City of Sierra Madre
BY:

NAME:

TITLE:

DATE:
“FIRM”
Colantuono, Highsmith & Whatley, PC
BY:

NAME:

TITLE:

DATE:

EXHIBIT A

SCOPE OF SERVICES
A. City Attorney Legal Services. City Attorney legal services shall include:

General Services
•Oversee and manage the legal affairs of the City and ensure that the policies, programs, and activities of the City and its employees and agents are carried out in compliance with all applicable laws and that the legal interests of the City are otherwise protected to the fullest extent possible.
•Provide legal advice and opinions as requested by the City Council, City Manager, or designated staff.
•Interpret laws, legislation, rulings, and regulations for the City. •Advise the City Council and staff on issues related to public agency and municipal law.
•Represent and advise the City Council as the governing body and the City Manager, and designated staff in all matters of law pertaining to their offices. •Represent the City in administrative and legal proceedings, providing litigation services as needed.
•Represent and work with the City Council, City Manager, or designated staff on negotiations and preparing related agreements.
•Monitor current, new, and pending state and federal legislation, and case law as applicable to the City, and timely inform and provide direction to Council members, the City Manager, and designated staff regarding compliance issues and/or impacts to the City.
•Provide prompt responses, have availability for remote consultation and in person meetings, and render written opinions on given issues related to City business in a timely manner.

Council Services
•Attend all regular Council meetings and special Council meetings when called. •Advise the City Council and staff on relevant laws and regulations including, but not limited to: the Ralph M. Brown Act, California Public Records Act; AB 1234 compliance requirements; parliamentary procedures for running meetings; and public official conflict of interest requirements under the Political Reform Act and Government Code Section 1090 et seq.; including, providing or arranging education and in-service seminars as mutually agreed to maintain and increase the knowledge of the City Council and staff, to the fullest extent possible on these topics and healthcare issues.
•Enforce all ordinances and regulations through administrative and judicial actions as required by law or as requested by the City Council.

Staff Services
•Review all Council and committee agendas and reports as requested. •Aid in responding to public records requests.
•Prepare or review all ordinances, resolutions, agreements, contracts, deeds, declarations of restrictive covenants, leases, licenses, policies, rules and regulations, terms and conditions, and all other legal documents as requested by the CEO or designated staff.
•Draft memoranda, with proposed language, to address issues raised during negotiations.
•Advise on individual labor and employment matters (to include personnel and benefit issues) or work with special counsel as needed. •Provide legal support while working with other individuals, local governmental agencies, nonprofit organizations, or private entities that the City interacts with as part of providing grants and programs.

Value Added Services
•Trainings for Council and Staff.
•Drafting/Analysis of Legislation/Regulations.

EXHIBIT B

APPLICABLE BILLING RATES
A. City Attorney Services. City Attorney services are offered at a maximum rate of $300 per hour.

B. Litigation Services. Litigation services are offered at a maximum rate of $375 per hour for all attorneys’ fees and costs that are not reimbursable by a third party.

C. Reimbursable Services. Reimbursable services, including fees and costs that are reimbursable by a third-party, including City Attorney and litigation services, are offered at a maximum rate of $400 per hour.

D. Adjustments. Commencing upon the anniversary of the Effective Date, and annually thereafter, the above rates may be increased by the previous 12 months’ change in the Consumer Price index for the Los Angeles Metropolitan Area, All Consumers, not to exceed 2.5 percent, with the increase rounded to the nearest $10.00.
2026 Compensation Rates
City Attorney
3rd Year & Senior $300
2nd Year Associates $275
1st Year Associates $275
Paralegals $220
Legal Assistants $200
Litigation
7th Year & Senior $375
6th Year Associates $355
5th Year Associates $320
4th Year Associates $310
3rd Year Associates $300
2nd Year Associates $275
1st Year Associates $275
Paralegals $220
Legal Assistants $200

EXHIBIT C

FEDERAL CONTRACT PROVISIONS
During the performance of this Agreement, Colantuono, Highsmith & Whatley, PC, (“Consultant”) shall comply with all applicable federal laws and regulations including but not limited to the federal contract provisions in this Exhibit C. In this Exhibit C, the term “Agency” shall mean the local agency entering into this contract with Consultant.

1. CONTRACTING WITH SMALL AND MINORITY FIRMS, WOMEN’S
BUSINESS ENTERPRISE AND LABOR SURPLUS AREA FIRMS (2 C.F.R. § 200.321) (A) Consultant shall be subject to 2 C.F.R. § 200.321 and will take affirmative steps to assure that minority firms, women’s business enterprises, and labor surplus area firms are used when possible and will not be discriminated against on the grounds of race, color, religious creed, sex, or national origin in consideration for an award.
(B) Affirmative steps shall include:
(i) Placing qualified small and minority businesses and women's business enterprises on solicitation lists;
(ii) Assuring that small and minority businesses, and women's business enterprises are solicited whenever they are potential sources;
(iii) Dividing total requirements, when economically feasible, into smaller tasks or quantities to permit maximum participation by small and minority business, and women's business enterprises; (iv) Establishing delivery schedules, where the requirement permits, which encourage participation by small and minority business, and women's business enterprises; and
(v) Using the services/assistance of the Small Business Administration (SBA), and the Minority Business Development Agency (MBDA) of the Department of Commerce.
(C) Consultant shall submit evidence of compliance with the foregoing affirmative steps when requested by the Agency.
(D) Notwithstanding the foregoing, the affirmative steps requirements detailed above do not apply in the case of a noncompetitive procurement made under the emergency exception/exigency exception to competitive procurements.

2. COST PRINCIPLES (2 C.F.R. PART 200, SUBPART E)
(A) If any indirect costs will be charged to the Agency under this contract, such costs must conform to the cost principles set forth under the Uniform Rules at 2 C.F.R. Part 200, subpart E (“Cost Principles”). In general, costs must (i) be necessary and reasonable; (ii) allocable to the grant award; (iii) conform to any limitations or exclusions set forth in the Cost Principles; (iv) be adequately documented; and (v) be determined in accordance with generally accepted accounting principles (“GAAP”), except, for state and local governments and Indian tribes only, as otherwise provided for in 2 C.F.R. Part 200, subpart E. 2 C.F.R. § 200.403. Costs that are determined unallowable pursuant to a federal audit are subject to repayment by Consultant.

3. ACCESS TO RECORDS & RECORD RETENTION (2 C.F.R. 200.336) (A) Consultant shall comply with 2 C.F.R. § 200.336 and provide the Federal Agency, Inspectors General, the Comptroller General of the United States, Agency, and the State of California or any of their authorized representatives access, during normal business hours, to documents, papers, books and records which are directly pertinent to this contract for the purposes of making and responding to audits, examinations, excerpts, and transcriptions. The right also includes timely and reasonable access to Consultant's personnel for the purpose of interview and discussion related to the books and records.
(B) Consultant agrees to permit any of the foregoing parties to reproduce by any means whatsoever or to copy excerpts and transcriptions as reasonably needed.
(C) Consultant agrees to provide the Federal Agency or its authorized representatives access to construction or other work sites pertaining to the work being completed under the contract.

4. REQUIRED CONTRACT PROVISIONS IN ACCORDANCE WITH
APPENDIX II TO PART 200 – CONTRACT PROVISIONS FOR NON- FEDERAL ENTITY CONTRACTS UNDER FEDERAL AWARDS (2 C.F.R. § 200.326) (A) Appendix II to Part 200 (A); Appendix II to Part 200 (B): Remedies for Breach; Termination for Cause/Convenience. If the contract is in excess of $10,000 and the contract does not include provisions for both termination for cause and termination for convenience by the Agency, including the manner by which it will be effected and the basis for settlement, then the following termination clauses shall apply. If the contract is for more than the simplified acquisition threshold (see 2 C.F.R. § 200.88) at the time the contract is executed and does not provide for administrative, contractual, or legal remedies in instances where Consultant violates or breaches the terms of the contract, then the following termination clauses shall apply and have precedence over the contract. Otherwise, the following termination clauses shall not be applicable to the contract. (i) Termination for Convenience. The Agency may, by written notice to Consultant, terminate this contract for convenience, in whole or in part, at any time by giving written notice to Consultant of such termination, and specifying the effective date thereof (“Notice of Termination for Convenience”). If the termination is for the convenience of the Agency, the Agency shall compensate
Consultant for work or materials fully and adequately provided through the effective date of termination. No amount shall be paid for unperformed work or materials not provided, including anticipated profit. Consultant shall provide documentation deemed adequate by the Agency to show the work actually completed or materials provided by Consultant prior to the effective date of termination. This contract shall terminate on the effective date of the Notice of Termination.
(ii) Termination for Cause. If Consultant fails to perform pursuant to the terms of this contract, the Agency shall provide written notice to Consultant specifying the default (“Notice of Default”). If Consultant does not cure such default within ten (10) calendar days of receipt of Notice of Default, the Agency may terminate this contract for cause. If Consultant fails to cure a default as set forth above, the Agency may, by written notice to Consultant, terminate this contract for cause, in whole or in part, and specifying the effective date thereof (“Notice of Termination for Cause”). If the termination is for cause, Consultant shall be compensated for that portion of the work or materials provided which has been fully and adequately completed and accepted by the Agency as of the date the Agency provides the Notice of Termination. In such case, the Agency shall have the right to take whatever steps it deems necessary to complete the project and correct Consultant's deficiencies and charge the cost thereof to Consultant, who shall be liable for the full cost of the Agency's corrective action, including reasonable overhead, profit and attorneys' fees.
(iii) Reimbursement; Damages. The Agency shall be entitled to reimbursement for any compensation paid in excess of work rendered or materials provided and shall be entitled to withhold compensation for defective work or other damages caused by Consultant’s performance of the work.
(iv) Additional Termination Provisions. Upon receipt of a Notice of Termination, either for cause or for convenience, Consultant shall promptly discontinue the work unless the Notice directs to the contrary. Consultant shall deliver to the Agency and transfer title (if necessary) to all provided materials and completed work, and work in progress including drafts, documents, plans, forms, maps, products, graphics, computer programs and reports. The rights and remedies of the parties provided in this Section are in addition to any other rights and remedies provided by law or under this contract. Consultant acknowledges the Agency’s right to terminate this contract with or without cause as provided in this Section, and hereby waives any and all claims for damages that might arise from the Agency’s termination of this contract. The Agency shall not be liable for any costs other than the charges or portions thereof which are specified herein. Consultant shall not be entitled to payment for unperformed work or materials not provided and shall not be entitled to damages or compensation for termination of work or supply of materials. If Agency terminates this contract for cause, and it is later determined that the termination for cause was wrongful, the termination shall automatically be converted to and treated as a termination for convenience. In such event, Consultant shall be entitled to receive only the amounts payable under this Section, and Consultant specifically waives any claim for any other amounts or damages, including, but not limited to, any claim for consequential damages or lost profits. The rights and remedies of the Agency provided in this Section shall not be exclusive and are in addition to any other rights and remedies provided by law, equity or under this contract including, but not limited to, the right to specific performance.
(B) Appendix II to Part 200 (C) – Equal Employment Opportunity: Except as otherwise provided under 41 C.F.R. Part 60, Consultant shall comply with the following equal opportunity clause, in accordance with Executive Order 11246 of September 24, 1965 entitled “Equal Employment Opportunity,” as amended by Executive Order 11375 of October 13, 1967 and implementation regulations at 41 C.F.R. Chapter 60:
(i) Consultant will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. Consultant will take affirmative action to insure that applicants are employed and that employees are treated equally during employment, without regard to race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the following: employment upgrading, demotion, transfer, recruitment, or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training including apprenticeship. Consultant agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the Agency setting forth the provisions of this nondiscrimination clause.
(ii) Consultant will, in all solicitations or advertisements for employees placed by or on behalf of Consultant, state that all qualified applicants will receive consideration for employment without regard to their race, color, religion, sex, or national origin. (iii) Consultant will not discharge or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such employee's essential job functions discloses the compensation of such other employees or applicants to individuals who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation conducted by the employer, or is consistent with Consultant's legal duty to furnish information.
(iv) Consultant will send to each labor union or representative of workers with which they have a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the contractor's commitments under Section 202 of Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment.
(v) Consultant will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor.
(vi) Consultant will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to their books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders.
(vii) In the event of Consultant's noncompliance with the nondiscrimination clauses of this contract or with any of such rules, regulations, or orders, this contract may be cancelled, terminated or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No.11246 of Sept. 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order No.11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law.
(viii) Consultant will include the provisions of paragraphs (i) through (viii) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24,1965, so that such provisions will be binding upon each subcontractor or firm. Consultant will take such action with respect to any subcontract or purchase order as may be directed by the Secretary of Labor as a means of enforcing such provisions including sanctions for noncompliance: Provided, however, that in the event Consultant becomes involved in, or is threatened with, litigation with a subcontractor or firm as a result of such direction, Consultant may request the United States to enter into such litigation to protect the interests of the United States. (C) Appendix II to Part 200 (D) – Davis-Bacon Act; Copeland Act: Not applicable to this contract.
(D) Appendix II to Part 200 (E) – Contract Work Hours and Safety Standards Act:
(i) If this contract is in excess of $100,000 and involves the employment of mechanics or laborers, Consultant shall comply with 40 U.S.C. 3702 and 3704, as supplemented by Department of Labor regulations (29 C.F.R. Part 5). Under 40 U.S.C. 3702, each contractor must be required to compute the wages of every mechanic and laborer on the basis of a standard work week of 40 hours. Work in excess of the standard work week is permissible provided that the worker is compensated at a rate of not less than one and a half times the basic rate of pay for all hours worked in excess of 40 hours in the work week. The requirements of 40 U.S.C. 3704 are applicable to construction work and provide that no laborer or mechanic must be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence.
(ii) No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek.
(iii) In the event of any violation of the clause set forth in paragraph (ii) of this section the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the City of Columbia or a territory, to such City or to such territory), for liquidated damages.

Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (ii) of this section, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (ii) of this section.
(iv) The Agency shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by Consultant or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (iii) of this section.
(v) Consultant or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (ii) through (v) of this Section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The Contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (ii) through (v) of this Section.
(E) Appendix II to Part 200 (F) – Rights to Inventions Made Under a Contract or Agreement:
(i) If the Federal award meets the definition of “funding agreement” under 37 C.F.R. § 401.2(a) and the non-Federal entity wishes to enter into a contract with a small business firm or nonprofit organization regarding the substitution of parties, assignment or performance of experimental, developmental, or research work under that “funding agreement,” the non-Federal entity must comply with the requirements of 37 C.F.R. Part 401 (Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements), and any implementing regulations issued by the Agency.
(ii) The regulation at 37 C.F.R. § 401.2(a) currently defines “funding agreement” as any contract, grant, or cooperative agreement entered into between any Federal agency, other than the Tennessee Valley Authority, and any contractor for the performance of experimental, developmental, or research work funded in whole or in part by the Federal government. This term also includes any assignment, substitution of parties, or subcontract of any type entered into for the performance of experimental, developmental, or research work under a funding agreement as defined in the first sentence of this paragraph.
(iii) This requirement does not apply to the Public Assistance, Hazard Mitigation Grant Program, Fire Management Assistance Grant Program, Crisis Counseling Assistance and Training Grant Program, Disaster Case Management Grant Program, and Federal Assistance to Individuals and Households – Other Needs
Assistance Grant Program, as FEMA awards under these programs do not meet the definition of “funding agreement.”
(F) Appendix II to Part 200 (G) – Clean Air Act and Federal Water Pollution Control Act: If this contract is in excess of $150,000, Consultant shall comply with all applicable standards, orders, or requirements issued pursuant to the Clean Air Act (42 U.S.C. 7401-7671q) and the Federal Water Pollution Control Act as amended (33 U.S.C. 1251-1387). (i) Pursuant to the Clean Air Act, (1) Consultant agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act, as amended, 42 U.S.C. § 7401 et seq., (2) Consultant agrees to report each violation to the Agency and understands and agrees that the Agency will, in turn, report each violation as required to assure notification to the Federal awarding agency and the appropriate Environmental Protection Agency Regional Office, and (3) Consultant agrees to include these requirements in each subcontract exceeding $150,000.
(ii) Pursuant to the Federal Water Pollution Control Act, (1) Consultant agrees to comply with all applicable standards, orders or regulations issued pursuant to the Federal Water Pollution Control Act, as amended, 33 U.S.C. 1251 et seq., (2) Consultant agrees to report each violation to the Agency and understands and agrees that the Agency will, in turn, report each violation as required to assure notification to the Federal awarding agency and the appropriate Environmental Protection Agency Regional Office, and (3) Consultant agrees to include these requirements in each subcontract exceeding $150,000.
(G) Appendix II to Part 200 (H) – Debarment and Suspension: A contract award (see 2 C.F.R. § 180.220) must not be made to parties listed on the government wide exclusions in the System for Award Management (SAM), in accordance with the OMB guidelines at 2 CFR 180 that implement Executive Orders 12549 (3 C.F.R. part 1986 Comp., p. 189) and 12689 (3 C.F.R. part 1989 Comp., p. 235), “Debarment and Suspension.” SAM Exclusions contains the names of parties debarred, suspended, or otherwise excluded by agencies, as well as parties declared ineligible under statutory or regulatory authority other than Executive Order 12549. (i) This contract is a covered transaction for purposes of 2 C.F.R. pt. 180 and 2 C.F.R. pt. 3000. As such Consultant is required to verify that none of Consultant, its principals (defined at 2 C.F.R. § 180.995), or its affiliates (defined at 2 C.F.R. § 180.905) are excluded (defined at 2 C.F.R. § 180.940) or disqualified (defined at 2 C.F.R. § 180.935).
(ii) Consultant must comply with 2 C.F.R. pt. 180, subpart C and 2 C.F.R. pt. 3000, subpart C and must include a requirement to comply with these regulations in any lower tier covered transaction it enters into.
(iii) This certification is a material representation of fact relied upon by Agency. If it is later determined that Consultant did not comply with 2 C.F.R. pt. 180, subpart C and 2 C.F.R. pt. 3000, subpart C, in addition to remedies available to the Agency, the Federal Government may pursue available remedies, including but not limited to suspension and/or debarment.
(iv) Consultant warrants that it is not debarred, suspended, or otherwise excluded from or ineligible for participation in any federal programs. Consultant also agrees to verify that all subcontractors performing work under this contract are not debarred, disqualified, or otherwise prohibited from participation in accordance with the requirements above. Consultant further agrees to notify the Agency in writing immediately if Consultant or its subcontractors are not in compliance during the term of this contract.
(H) Appendix II to Part 200 (I) – Byrd Anti-Lobbying Act: If this contract is in excess of $100,000, Consultant shall have submitted and filed the required certification pursuant to the Byrd Anti-Lobbying Amendment (31 U.S.C. § 1353). If at any time during the contract term funding exceeds $100,000.00, Consultant shall file with the Agency the Federal Standard Form LLL titled “Disclosure Form to Report Lobbying.” Consultants that apply or bid for an award exceeding $100,000 must file the required certification.

Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. 1352. Each tier must also disclose any lobbying with non-Federal funds that takes place in connection with obtaining any Federal award. Such disclosures are forwarded from tier to tier up to the recipient.
(I) Appendix II to Part 200 (J) – Procurement of Recovered Materials:
(i) Consultant shall comply with section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act. The requirements of Section 6002 include procuring only items designated in guidelines of the Environmental Protection Agency (EPA) at 40 C.F.R. part 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition, where the purchase price of the item exceeds $10,000 or the value of the quantity acquired during the preceding fiscal year exceeded $10,000; procuring solid waste management services in a manner that maximizes energy and resource recovery; and establishing an affirmative procurement.
(ii) In the performance of this contract, Consultant shall make maximum use of products containing recovered materials that are EPA- designated items unless the product cannot be acquired:

Competitively within a timeframe providing for compliance with the contract performance schedule; Meeting contract performance requirements; or at a reasonable price.
(iii) Information about this requirement, along with the list of EPAdesignate items, is available at EPA’s Comprehensive Procurement Guidelines web site, https://www.epa.gov/smm/comprehensiveprocurement-guideline-cpg-program.

5. MISCELLANEOUS PROVISIONS
(A) Consultant shall not use the DHS seal(s), logos, crests, or reproductions of flags or likenesses of DHS agency officials without specific FEMA preapproval.
(B) This is an acknowledgement that FEMA financial assistance will be used to fund the contract only. Consultant will comply with all applicable federal law, regulations, executive orders, FEMA policies, procedures, and directives.
(C) Consultant acknowledges that 31 U.S.C. Chapter 38 (Administrative Remedies for False Claims and Statements) applies to Consultant’s actions pertaining to this contract.
(D) The Federal Government is not a party to this contract and is not subject to any obligations or liabilities to the Agency, Consultant, any subcontractors or any other party pertaining to any matter resulting from the contract. (E) General and Administrative Expenses And Profit For Time And Materials Contracts/Amendments.
(i) General and administrative expenses shall be negotiated and must conform to the Cost Principles.
(ii) Profit shall be negotiated as a separate element of the cost. To establish a fair and reasonable profit, consideration must be given to the complexity of the work to be performed, the risk borne by Consultant, Consultant's investment, the amount of subcontracting, the quality of its record of past performance, and industry profit rates in the surrounding geographical area for similar work. (iii) Any agreement, amendment or change order for work performed on a time and materials basis shall include a ceiling price that Consultant exceeds at its own risk.

CITY OF
SIERRA
MADRE

STAFF REPORT

PUBLIC WORKS SERVICES
DATE: May 12, 2026
TO: Honorable Mayor and City Council
FROM: Brian Dickinson, Director of Public Works
By: Eric Lozick, Management Analyst
SUBJECT:

Authorization for All-Way Stop Traffic Control at the Intersection of East Grand View Avenue and North Canon Avenue

RECOMMENDATION
It is recommended that the City Council:

1. Receive and file this report regarding governmental immunity considerations associated with all-way stop control at East Grand View Avenue and North Canon Avenue; and

2. Authorize the installation of all-way stop traffic control at the intersection of East Grand View Avenue and North Canon Avenue.

SUMMARY
At the March 24, 2026, City Council meeting, the City Council considered the Traffic Study and On-Street Parking Management Plan prepared by Willdan Engineering. The item included multiple traffic control recommendations for selected intersections, as well as a parking management recommendation for West Grand View Avenue. During that meeting, the City Council discussed whether to authorize an all-way stop traffic control at East Grand View Avenue and North Canon Avenue. The Willdan traffic study did not recommend all-way stop control at this intersection because the location did not satisfy the applicable all-way stop warrants. Instead, the study identified crosswalk visibility and ADA corner upgrades as the recommended traffic study improvements for the intersection.

The traffic study also documented that Sierra Madre Middle School is located approximately 700 feet south of the intersection and that an existing yellow marked crosswalk is located on the east leg of the intersection. The study also identified one reported collision within 50 feet of the intersection during the reviewed collision-history period.

While the all-way stop warrants were not satisfied, these site-specific conditions were considered as part of the City Council’s broader policy discussion regarding school-adjacent pedestrian safety.

During the meeting, the City Council raised questions regarding municipal liability, governmental immunities, driver expectations, and the legal effect of installing a traffic control device that is not recommended by the City's traffic engineering consultant. The City Attorney advised that additional legal review was appropriate before the City Council took final action on that specific recommendation. Therefore, the City Council continued the East Grand View Avenue and North Canon Avenue all-way stop issue to allow that review to occur.

It is also worth noting for the official record that Council Member Parkhurst previously recused himself from the portion of the March 24, 2026 discussion involving East Grand View Avenue and North Canon Avenue.

DISCUSSION & ANALYSIS
The City Council has discretionary authority to authorize traffic control measures, including stop signs, even where a traffic study does not specifically recommend installation based on all-way stop warrants. Authorizing all-way stop control under these circumstances is legally permissible and does not, by itself, create liability.

Following the March 24, 2026 City Council meeting, the City Attorney reviewed governmental immunity considerations associated with installing all-way stop control at East Grand View Avenue and North Canon Avenue.

The legal review addressed the potential effect of proceeding with all-way stop control where the traffic study did not recommend installation based on all-way stop warrants. The relevant legal consideration is not whether the City is prohibited from installing the stop signs; it is not. Rather, the relevant consideration is that certain governmental immunity defenses may be more limited if a future claim challenges the installation. For that reason, the City Council’s decision should be supported by site-specific policy and public safety considerations reflected in the record.

The record includes several site-specific considerations, including the intersection’s proximity to Sierra Madre Middle School, the existing marked pedestrian crossing, documented school-adjacent pedestrian activity, the reported collision history reviewed in the traffic study, annecdoatel information and community-based experience, and the City Council’s stated interest in proactive student and pedestrian safety measures.

Based on these considerations, it is recommended that the City Council authorize the installation of all-way stop control at East Grand View Avenue and North Canon Avenue.

STRATEGIC PLAN RELATIONSHIP
This action supports Strategic Plan Objective 2.4: Develop and Implement a Safe Streets Initiative, including Initiative PS 2.4.1: Optimize Traffic Flow and Management.

ENVIRONMENTAL ANALYSIS
CEQA Project, exempt under: 14 CCR 15061(b)(3)- common sense exemption, because it can be seen with certainty that there is no possibility that the activity may have a significant effect on the environment

FISCAL IMPACT
There is no fiscal impact as a result of the recommended action. If authorized by the City Council, sufficient funding is available for the cost of fabricating and installing the stop signs and related traffic control materials within the existing FY 2025/26 Public Works operating budget.

Approved by:
___________________________
Michael Bruckner
City Manager
Attachments

1. Traffic Survey and Traffic Studies Reports.pdf
TO: Honorable Mayor Parkhurst and Members of the City Council FROM: James Carlson, Senior Analyst
Eric Lozick, Management Analyst
REVIEWED BY: Michael Bruckner, City Manager
Arnulfo Yanez, Director of Public Works
DATE: August 26, 2025
SUBJECT: TRAFFIC SURVEYS AND TRAFFIC STUDIES REPORTS

STAFF RECOMMENDATION
Staff recommends that the City Council approve recommendations contained within the 2025 Engineering and Traffic Survey Report (“Traffic Surveys”) with the exception of raising the speed limit on E. Sierra Madre Blvd. and the Traffic Study and On-Street Parking Management Plan on West Grand View Avenue (“Traffic Studies”).

ALTERNATIVES

1. The City Council provide additional recommendations to the Traffic Surveys and/or Traffic Studies.

2. The City Council direct staff to provide additional information.

EXECUTIVE SUMMARY
The City has contracted with Willdan Services to conduct two traffic related analysis. The Traffic Surveys are required to be done every 7 years for speed enforcement. The Traffic Studies have been conducted at the request of the City Council.

Staff recommends that the City Council approve the recommendations of the Traffic Surveys, with the exception of raising the speed limit on E. Sierra Madre Blvd from 25 mph to 30 mph, and direct staff to enact the associated traffic control measures.

Staff recommends that the City Council approve the recommendations of the Traffic Studies and direct staff to enact the associated traffic control measures.

City of Sierra Madre

AGENDA REPORT
Robert Parkhurst, Mayor
Kristine Lowe, Mayor Pro Tem
Edward Garcia, Council Member
Gene Goss, Council Member
Kelly Kriebs, Council Member
Sue Spears, City Treasurer

ANALYSIS
In March of 2025, the City of Sierra Madre issued a Request for Proposals (RFP) for Traffic Surveys and Traffic Studies. Three proposals were received as follows:

1. Willdan Engineering - $40,100

2. Transtech Engineers - $61,800

3. Fehr & Peers - $65,840
Each of the proposals were responsive and complete and the contract was awarded to the lowest bidder, Willdan Engineering. The Final 2025 Engineering and Traffic Survey Report with associated 2025 ADT Data is attached to this report. The Final Traffic Study and On-Street Parking Management Plan on West Grand View Avenue are also attached.

TRAFFIC SURVEYS
The following locations were included in the surveys. They represent the same locations as previous studies (Woodland Drive was added most recently).

ID STREET SEGMENT
1 N. Baldwin Ave Highland Ave to Carter Ave
2 N. Baldwin Ave Sierra Madre Blvd to Highland Ave
3 S. Baldwin Ave Sierra Madre Blvd to Orange Grove Ave
4 E. Grand View Ave N. Baldwin Ave to Santa Anita Ave
5 W. Grand View Ave N. Baldwin Ave to Michillinda Ave
6 E. Highland Ave N. Baldwin Ave to N. Canon Ave
7 W. Highland Ave N. Baldwin Ave to Michillinda Ave
8 N. Lima St W. Sierra Madre Blvd to W. Carter Ave
9 S. Lima St W. Sierra Madre Blvd to W. Orange Grove Ave 10 S. Michillinda Ave W. Orange Grove Ave to W. Sierra Madre Blvd 11 N. Michillinda Ave W. Sierra Madre Blvd to North City Limit 12 N. Mountain Trail Ave E. Sierra Madre Blvd to E. Mira Monte Ave 13 S. Mountain Trail Ave E. Sierra Madre Blvd to E. Orange Grove Ave 14 E. Orange Grove Ave S. Baldwin Ave to East City Limit 15 W. Orange Grove Ave S. Baldwin Ave to S. Michillinda Ave 16 Santa Anita Ave E. Grandview Ave to Arno Dry
17 W. Sierra Madre Blvd Baldwin Ave to Lima St
18 E. Sierra Madre Blvd Baldwin Ave to East City Limit
19 W. Sierra Madre Blvd Lima St to Michillinda Ave
20 N. Sunnyside Ave W. Sierra Madre Blvd to North City Limit 21 S. Sunnyside Ave W. Sierra Madre Blvd to W. Orange Grove Ave 22 Woodland Drive Sturtevant Drive to North City Limit
Recommendations from these studies include the following:

E. Highland Ave. (entirety) – Reduce posted speed limit from 30 mph to 25 mph W. Highland Ave. (entirety) – Reduce posted speed limit from 30 mph to 25 mph W. Sierra Madre Blvd. (Lima St. to Baldwin Ave) – Reduce posted speed limit from 30 mph to 25 mph E. Sierra Madre Blvd. (entirety) – Raise posted speed limit from 25 mph to 30 mph Staff is recommending that the City Council decline to enact the recommendation to raise the posted speed limit on E. Sierra Madre Blvd. Staff recognizes the community concern for school pedestrian traffic at E. Sierra Madre Blvd and N. Canon Ave and youth pedestrian traffic at Sierra Vista Park. A formal designation of a “Safety Corridor” may be required in the future for this section and may be brought back to City Council, as necessary.

TRAFFIC STUDIES
The City Council provided the following intersections for specific traffic studies:

ID SEGMENT RECOMMENDATION
1 Fairview Ave and N. Sunnyside Ave No change
2 S. Sunnyside Ave and Mariposa Ave
Move the stop signs from S. Sunnyside Ave.,
to Mariposa Ave.
3 N. Michillinda Ave and W. Grand View Ave No Change
4 E. Grand View Ave and N. Canon Ave.

Improve visibility of existing crosswalk and
bring corners up to current ADA standards.
5 W. Grand View Ave and Wilson St No Change
6 W. Highland Ave and N. Michillinda Ave No Change
The City Council also provided an additional request to study the parking situation on W. Grand View Ave. which was included in the study. The report recommends implementing peak hour parking restrictions, specifically “No Parking” on the south side of W. Grand View from N. Baldwin Ave to N.

Michillinda Ave. The “No Parking” would be in effect during the hours of 7:00am to 10:00am and 2:00pm to 5:00pm.

ENVIRONMENTAL(CEQA)
Minor traffic control adjustments are generally exempt from CEQA under section 14 CCR 15061(b)(3).

STRATEGIC PLAN CORRELATION
This report and staff recommendation is consistent with the following Sierra Madre Strategic Plan efforts:

Objective 2.4: “Develop and Implement a Safe Streets Initiative”.

Initiative PS 2.4.1: “Optimize Traffic Flow and Management” Project PS 2.4.1 A: “Development of Circulation Plan
Project PS 2.4.1 B: Traffic Survey for Major Streets
Project PS 2.4.1 C: Traffic Study for Selected Intersections

FISCAL IMPACT
The cost of preparing the 2025 Engineering and Traffic Survey Report and the associated Traffic Studies, including the On-Street Parking Management Plan, is $40,100. This expense will be funded through the City’s allocation of Measure R Local Return. Specifically, the appropriation will be charged to Fund 38007 – Measure R, Segment 83500 – Street Maintenance, Object of Expenditure 56010 – Improvements Other Than Buildings (38007.83500.56010). No General Fund resources are required for this item.

PUBLIC NOTICE
This item has been noticed through the regular agenda notification process. Copies of this report can be accessed on the City’s website at www.sierramadre.ca.gov ATTACHMENTS:

1. 2025 Engineering and Traffic Survey Report

2. 2025 ADT Data

3. Traffic Study and On-Street Parking Management Plan on West Grand View Ave. 2025 Engineering and
Traffic Survey Report
August 2025
Willdan Engineering
13191 Crossroads Pkwy N Suite 405
City of Industry, CA 91746
562.908.6200
2025 Engineering and Traffic Survey Report

CITY OF SIERRA MADRE
August 6, 2025
James Carlson
Senior Analyst
City of Sierra Madre
232 W. Sierra Madre Blvd
Sierra Madre, CA 91024
Subject: Engineering and Traffic Survey (E&TS) - 2025
Dear Mr. Carlson:

As requested, Willdan has completed an Engineering and Traffic Survey (E&TS) to justify and update the posted speed limits along 22 street segments in the City of Sierra Madre. These segments were last surveyed in 2016 and require an update to comply with the 7-year limitation set forth in the California Vehicle Code (CVC).

We are pleased to submit the enclosed Report that describes the E&TS procedures and contains recommendations for posted speed limits on the City’s arterial and collector street system. A summary of these recommendations is included in the Analysis. Supporting documentation for each speed zone recommendation is provided in the Appendices.

The Report was conducted in accordance with applicable provisions of the CVC, following procedures outlined in the California Manual on Uniform Traffic Control Devices Revision 8 (California MUTCD) dated January 2024, and as required by Section 627 of the CVC. The Report is intended to satisfy the requirements of Section 40802 of the CVC to enable the continued use of radar for traffic speed enforcement.

We appreciate the opportunity to serve the City of Sierra Madre and the assistance, cooperation, and guidance afforded to us during the course of this study.

Very truly yours,

WILLDAN
Nicolle Spann, P.E., T.E.

Traffic Engineer
Enclosure
2025 Engineering and Traffic Survey Report

CITY OF SIERRA MADRE
Table of Contents
Introduction........................................................................................................3 Elements Of the Engineering and Traffic Survey.......................................................................................4 Speed Sampling......................................................................................................................................4 Crash History..........................................................................................................................................6 Conditions Not Readily Apparent to Motorists......................................................................................6 Survey Conditions...............................................................................................6 Survey Locations........................................................................................................................................6 Data Collection ..........................................................................................................................................6 Speed Data.............................................................................................................................................6 Field Review Data ..................................................................................................................................7 Crash Data .............................................................................................................................................7 Analysis ..............................................................................................................7 Criteria.......................................................................................................................................................7 Results and Engineering and Traffic Survey Recommendations...............................................................8 Speed Limit Recommendations...........................................................................8 Table 1 - Summary of Recommended Speed Limits...............................................................................9 Table 2 - Street Segments with Recommended Speed Changes..........................................................12 Segments with Special Conditions.....................................................................13

APPENDIX A
Street Segment Data

APPENDIX B
Radar Speed Distribution Forms

APPENDIX C
Survey Equipment

APPENDIX D
Legislative References
2025 Engineering and Traffic Survey Report

CITY OF SIERRA MADRE
3 Introduction
This E&TS is intended to be the basis for the establishment, revision, and enforcement of speed limits for selected streets within the City of Sierra Madre. This E&TS presents recommended speed limits for 22 street segments in the City of Sierra Madre. E&T Surveys are required by the State of California to establish intermediate speed limits on local, major, secondary, collector, and arterial streets and to enforce those limits using radar or other speed measuring devices. Historically, these surveys must be updated every 7 to 14 years to ensure the speeds reflect current conditions, and can be enforced per CVC Section 40802.

E&T Surveys are prepared under the direction of CVC Sections 627,22350-22359, and 40801-40803. The CVC also requires that the surveys be conducted based on the methodology required by the California MUTCD Revision 8 (California MUTCD) dated January 2024.

Assembly Bill No. 43 (AB 43), signed in October 2021, has given local agencies more leeway in lowering and maintaining speed limits aimed at enhancing traffic safety. The California Vehicle Code was amended in 2022 and the California MUTCD was amended in March 2023 to implement laws and guidelines with the changes set forth in AB 43. There were three major changes to how speed limits can be recommended under AB 43 as follows:

1. An E&T Survey conducted more than 7 years ago may be extended to 14 years (previously to 10 years) if a traffic engineer certifies that no changes in roadway or traffic conditions have occurred [CVC 40802 (c)(2)(B)(i)(II)].

2. A local authority may establish and designate safety corridors throughout their jurisdiction. The local authority may recommend a speed limit with an additional five mile per hour reduction on segments designated as safety corridors. Local authorities may not lower a speed limit under this section until June 30, 2024, or until the Judicial Council has developed an online tool for adjudicating infraction violations statewide, whichever is sooner. Since the E&TS was completed in March 2025, this report reflects lowering speeds on these designating the roadway segments.

3. If a local authority, after completing an E&T Survey, finds that the speed limit is still reasonable or safe, the local authority may retain the current speed limit or restore the immediately prior speed limit if that speed limit was established with an E&T 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 the prior speed limit.

This E&TS was requested by the City for the proper posting of speed limits and to enable the Police Department to utilize radar or other electronic speed measuring devices for speed enforcement. CVC Sections 40801 and 40802 require E&T Surveys that verify the prima facie speed limit before enforcement by such a device is legal. The law further specifies that these surveys be conducted every 5 years. The surveys can be extended to 7 years provided the City’s Police Department(s) have completed a 24-hour radar operator course [CVC 40802(c)(2)(B)(i)(I)].

Posted speed limits are primarily established to protect the public by mitigating the risks posed by reckless and unpredictable driving behavior. The posted speed limits provide law enforcement with a clearly understood method to identify and apprehend violators of the basic speed law (CVC Section 22350). This law states that "No person shall drive a vehicle on a highway at a speed greater than is 2025 Engineering and Traffic Survey Report

CITY OF SIERRA MADRE
4 reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of the highway, and in no event at a speed which endangers the safety of persons or property." The posted speed limit gives motorists a clear warning of the maximum speed that is reasonable and prudent under typical driving conditions.

The basic fundamentals for establishing speed limits recognize that the majority of drivers behave in a safe and reasonable manner, and therefore, the normally careful and competent actions of a reasonable driver should be considered legal. Speed limits established on these fundamentals conform to the consensus that those who drive the highway determine what speed is reasonable and safe, not on the judgment of one or a few individuals. A radar speed study is usually conducted to record the prevailing speed of reasonable drivers.

Speed limits are also established to advise drivers of conditions which may not be readily apparent to a reasonable driver. For this reason, accident history, roadway conditions, traffic characteristics, and land use must also be analyzed before determining speed limits. Speed limit changes are usually made in coordination with physical changes in roadway conditions or roadside developments. Unusually short zones of less than one-half mile in length should be avoided to reduce driver confusion.

The E&T Surveys for the City were conducted in accordance with procedures outlined in the California MUTCD and as required by Section 627 of the CVC. The Code further describes three elements of an E&T Survey:

1. Measurement of prevailing speed based on the 85th percentile rule

2. Accident history on the roadway

3. Roadway conditions and other relevant factors that are not readily apparent to the motorist.

Additionally, it is generally accepted that speed limits cannot be successfully enforced without voluntary compliance by a majority of drivers. Consequently, only the driver whose behavior is clearly out of line with the normal flow of traffic is usually targeted for enforcement.

Elements Of the Engineering and Traffic Survey
The California MUTCD specifies the methodology to be used for completing E&T Surveys. This methodology includes an evaluation of current vehicle speeds, accident history and conditions not readily apparent to motorists. The basic elements of the E&TS are discussed in more detail as follows:

Speed Sampling
Existing vehicle speeds are surveyed by a certified radar operator with a calibrated radar unit in an unmarked vehicle. Speed samples are taken for each segment representing a statistically significant sample of current traffic. This data is then evaluated to identify the distribution of speeds. A key element in the evaluation is the identification of the 85th percentile speed. The 85th percentile speed is the speed at or below which 85 percent of the traffic travels. This threshold represents what is historically found to be a safe and reasonable speed for most drivers based on common roadway conditions. A speed limit is established in the three options below.

Options:
▪ Closest to 85th Percentile Speed – A speed limit is established at the nearest 5-mile per hour increment to the 85th percentile speed.
2025 Engineering and Traffic Survey Report

CITY OF SIERRA MADRE
5 ▪ California MUTCD Option 1 - Reduction using Segments with Special Conditions - For cases in which the nearest 5 mph increment of the 85th-percentile speed would require rounding down, the posted speed may be reduced by an additional 5 mph from the nearest 5 mph increment of the 85th-percentile speed, in compliance with CVC Section 627 and 22358.5. ▪ California MUTCD Option 2 - For cases in which the nearest 5 mph increment of the 85thpercentile speed would require a rounding up, then the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used. Refer to CVC Section 21400(b).

If the speed limit to be posted has had the 5 mph reduction applied, then an E&T Survey shall document in writing the conditions and justification for the lower speed limit. The reasons for the lower speed limit shall be in compliance with CVC Section 627 and 22358.5.

The following examples are provided to explain the application of these speed limit criteria:

If the 85th percentile speed in a speed survey for a location was 33 mph, the 3 options may be applied as follows:
▪ Closest to 85th Percentile Speed - The 85th percentile speed would round up to the nearest 5- mph increment. The speed limit would be established at 35 mph since it is the closest 5 mph increment to the 33 mph speed.
▪ California MUTCD Option 1 - Reduction using Segments with Special Conditions - The first step is to round up, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 33 mph speed. As indicated by this option, this 35 mph established speed limit could be reduced by 5 mph to 30 mph if conditions and justification for using this lower speed limit are documented in the E&T Survey. However, it is best to apply MUTCD Option 2 in these scenarios as it will not require documentation of conditions and justification to lower the speed limit.
▪ California MUTCD Option 2 - Instead of rounding up to 35 mph, the speed limit can be established at 30 mph, but no further reduction can be applied.

If the 85th percentile speed in a speed survey for a location was 37 mph, the 3 options may be applied as follows:
▪ Closest to 85th Percentile Speed - The 85th percentile speed would round down to the nearest 5- mph increment. The speed limit would be established at 35 mph since it is the closest 5 mph increment to the 37 mph speed.
▪ California MUTCD Option 1 - Reduction using Segments with Special Conditions - The first step is to round down, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 37 mph speed. As indicated by this option, this 35 mph established speed limit could be reduced by 5 mph to 30 mph if conditions and justification for using this lower speed limit are documented in the E&T Survey.
▪ California MUTCD Option 2 – This option is not applicable to 85th percentile speeds that already round down to the nearest 5-mph increment using the “Closest to 85th Percentile Speed” option. 2025 Engineering and Traffic Survey Report

CITY OF SIERRA MADRE
6 Crash History
Reported crashes reviewed from California Highway Patrol’s Statewide Integrated Traffic Records System (SWITRS) electronic crash database are reviewed for each street segment to determine if there is a higher than expected average rate of crashes. A segment that has an above-average crash rate typically suggests conditions that are not readily apparent to motorists.

Conditions Not Readily Apparent to Motorists
Each street segment is field inspected to identify roadway conditions that may not be readily apparent to motorists. A determination is made whether any conditions are significant and warrant the recommendation of the speed limit 5 mph below the basic speed limit.

The Legislature, in adopting Section 22358.5 of the CVC, has made it clear 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 be the basis for special downward speed zoning.

Conditions not readily apparent to motorists include the considerations of crash history, poor visibility, and the safety of bicyclists and pedestrians.

Survey Conditions
Survey Locations
The procedures described below describe the criteria and methods used to survey selected streets within the City of Sierra Madre. The specific location of the radar speed survey for each street segment was selected after considering the following:

1. Minimum stop sign and traffic signal influence.

2. Minimum visibility restrictions.

3. Non-congested traffic flow away from intersections and driveways.

4. Minimum influence from curves or other roadway conditions that would affect the normal operation of a vehicle.

Data Collection
Data of existing conditions was obtained including prevailing speed of vehicles, traffic crashes, visibility restrictions, and roadway conditions within the community. ADT and field reviews were conducted at 22 locations during the month of May 2025.

Speed Data
Radar speed measurements were conducted at 22 locations during the month of May 2025. The radar speed distribution forms are in Appendix B. All surveys were conducted in good weather conditions, during off-peak hours on weekdays. The radar unit was operated from an unmarked vehicle to minimize any influence on driver behavior. Typically, a minimum sample size of 100 vehicles or the total samples during a maximum period of 2 hours were obtained for each segment. Traffic speeds in both directions were recorded for individual segments.
2025 Engineering and Traffic Survey Report

CITY OF SIERRA MADRE
7 Field Review Data
A field review was conducted for each of the selected street segments in the City with consideration for the following factors:

1. Street width and alignment;

2. Pedestrian activity and traffic flow characteristics;

3. Number of lanes and other channelization and striping patterns;

4. Frequency of intersections, driveways, and on-street parking;

5. Location of stop signs and other regulatory traffic control devices;

6. Visibility obstructions;

7. Land use and proximity to schools;

8. Pedestrian and bicycle usage;

9. Uniformity with existing speed zones and those in adjacent jurisdictions; and

10. Any other unusual condition not readily apparent to the driver.

Crash Data
Crash data was obtained from the California Highway Patrol’s Statewide Integrated Traffic Records System (SWITRS) electronic crash database. For this study, crash data was used from the latest 2 years of reported accidents from April 1, 2021 to March 31, 2024. The crash rates for the 22 segments are expressed in crashes per million vehicle miles (C/MVM). To calculate these rates, 24-hour traffic volumes were collected for each street segment. This information was then entered into the following formula to determine the crash rate:

𝑹 =
𝑪 × 𝟏, 𝟎𝟎𝟎, 𝟎𝟎𝟎
𝒕 × 𝟑𝟔𝟓 𝒅𝒂𝒚𝒔
𝒚𝒆𝒂𝒓
× 𝒍 × 𝒗
C = Number of midblock crashes over time period
R = Crash Rate (crashes/million vehicle miles)
t = Time Period Covered (in years)
l = Length of Segment (miles)
v = Traffic Volume (average daily traffic)
The segment crash rate was then compared to the average statewide crash rate of similar roadways.

The average statewide crash rates were obtained from 2022 Collision Data on California State Highways published by Caltrans.

Analysis
Criteria
Survey data was compiled and analyzed to determine the recommended speed limit in accordance with several criteria contained in The California MUTCD. Some of the criteria used are:
2025 Engineering and Traffic Survey Report

CITY OF SIERRA MADRE
8 A. The critical speed or 85th percentile speed is that speed at or below which 85 percent of the traffic is moving. This speed is the baseline value in determining what the majority of drivers believe is safe and reasonable. Speed limits set higher than the critical speed are not considered reasonable and safe. Speed limits set lower than the critical speed make a large number of reasonable drivers "unlawful," and do not facilitate the orderly flow of traffic. The “basic speed limit” is the nearest 5 mph increment to the 85th percentile speed.

B. The 10 mile per hour (mph) pace speed is the 10 mph increment that contains the highest percentage of vehicles. It is a measure of the dispersion of speeds across the range of the samples surveyed. An accepted practice is to keep the speed limit within the 10 mph pace while considering the critical speed and other factors that might require a speed lower than the critical speed.

C. The crash rate for each street segment is compared to average crash rates that can be reasonably expected to occur on streets and highways in other jurisdictions, in proportion to the volume of traffic per lane mile. These average crash rates have been developed by the State of California and are considered reasonable for use in the City of Pinole.

Results and Engineering and Traffic Survey Recommendations The Engineering and Traffic Survey Forms, presented in Appendix A, illustrate results of a thorough evaluation of available data and recommend a speed limit for each street segment surveyed based on the guidelines for an Engineering and Traffic Survey set forth by the California MUTCD and the CVC. A complete summary of all recommendations is shown in Table 1. In each case, the recommended speed limit was consistent with the prevailing behavior as demonstrated by the radar speed measurements.

Typically, a speed limit in the upper range of the 10-mile pace was selected unless a crash rate significantly higher than expected was discovered or roadway conditions not readily apparent to the driver were identified. Any segments with recommended speed limits 5 mph or more below the basic speed limit are fully explained later in this report.

The Legislature, in adopting Section 22358.5 of the CVC, has made it clear 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 be the basis for special downward speed zoning. In these cases, the basic speed law (CVC Section 22350) is sufficient to regulate such conditions.

Speed Limit Recommendations
The recommendations contained in this Report are intended to establish prima facie speed limits. They are not intended to be absolute for all prevailing conditions. All prima facie speed violations are actually violations of the basic speed law (CVC Section 22350). This statute states that a person shall not drive a vehicle at a speed greater than is safe having regard for traffic, roadway, and weather conditions. A prima facie limit is intended to establish a maximum safe speed under normal conditions.

Table 1 summarizes the data collected and recommended speed limit for each segment in this E&T Survey.

Table 2 identifies the street segments with recommended changes in posted speed limit.

Table 1 - Summary of Recommendations
Street From To ADT
Dist.
(mi.)
Collision
Rate*
Exp.
85%
Speed
10 mi.

Pace
% in
Act. Pace
Posted
Speed
Limit
Rec.

Speed
No. Limit Comments

CITY OF SIERRA MADRE
1 Baldwin Ave Carter Ave Highland Ave 0.43 2,095 1.68 0.00 30** 31 23-32 80 % 30** Closest to 85th Speed Baldwin Ave Highland Ave Sierra Madre
Blvd
2 0.15 6,114 1.68 0.00 25** 27 19-28 83 % 25** Closest to 85th Speed 3 Grand View Ave Michillinda Ave Baldwin Ave 0.89 4,217 1.68 0.00 30** 34 24-33 65 % 30** California MUTCD Option 2 4 Grand View Ave Baldwin Ave Santa Anita Ave 1.16 3,774 1.68 0.13 30** 32 23-32 72 % 30** Closest to 85th Speed Baldwin Ave Sierra Madre Blvd Orange Grove
Ave
5 0.32 9,334 1.68 0.00 35 36 29-38 79 % 35 Closest to 85th Speed 6 Highland Ave Michillinda Ave Baldwin Ave 0.89 2,576 1.68 0.00 30** 28 19-28 79 % 25** California MUTCD Option 2 7 Highland Ave Baldwin Ave Canon Ave 0.42 880 1.68 0.00 30** 29 20-29 80 % 25** California MUTCD Option 2 Lima St Carter Ave Sierra Madre
Blvd
8 0.6 1,541 1.68 0.00 30 30 22-31 74 % 30 Closest to 85th Speed Lima St Sierra Madre Blvd Orange Grove
Ave
9 0.33 2,554 1.68 0.00 30 34 24-33 72 % 30 California MUTCD Option 2 Exp.: Expected Collision Rate based on the Caltrans 2023 Crash Data on California State Highways Rate Act.: Actual Collision Rate
*Collision rate units: Collisions per One Million Vehicle Miles 2025 Engineering and Traffic Survey Report 9
Table 1 - Summary of Recommendations
Street From To ADT
Dist.
(mi.)
Collision
Rate*
Exp.
85%
Speed
10 mi.

Pace
% in
Act. Pace
Posted
Speed
Limit
Rec.

Speed
No. Limit Comments

CITY OF SIERRA MADRE
Michillinda Ave North City Limit Sierra Madre
Blvd
10 0.76 5,303 1.68 0.00 35** 36 27-36 67 % 35** Closest to 85th Speed Michillinda Ave Sierra Madre Blvd Orange Grove
Ave
11 0.32 14,622 1.68 0.00 35** 36 27-36 70 % 35** Closest to 85th Speed Mountain Trail
Ave
Mira Monte Ave Sierra Madre
Blvd
12 0.5 2,681 1.68 0.00 30 31 21-30 70 % 30 Closest to 85th Speed Mountain Trail
Ave
Sierra Madre Blvd Orange Grove
Ave
13 0.32 4,349 1.68 0.00 30 32 23-32 74 % 30 Closest to 85th Speed Orange Grove
Ave
14 Machillinda Ave Baldwin Ave 0.85 8,214 1.68 0.08 35 37 26-35 71 % 35 Closest to 85th Speed Orange Grove
Ave
15 Baldwin Ave East City Limit 0.83 5,763 1.68 0.00 35 39 29-38 71 % 35 California MUTCD Option 2 16 Santa Anita Ave Arno Dr Grand View Ave 0.3 1,115 1.68 0.00 30 34 26-35 63 % 30 California MUTCD Option 2 Sierra Madre
Blvd
17 Michillinda Ave Lima St 0.81 8,686 1.68 0.00 30 33 24-33 76 % 30 California MUTCD Option 2 Sierra Madre
Blvd
18 Lima St Baldwin Ave 0.46 8,843 1.68 0.00 30 27 18-27 82 % 25 Closest to 85th Speed Exp.: Expected Collision Rate based on the Caltrans 2023 Crash Data on California State Highways Rate Act.: Actual Collision Rate
*Collision rate units: Collisions per One Million Vehicle Miles 2025 Engineering and Traffic Survey Report 10
Table 1 - Summary of Recommendations
Street From To ADT
Dist.
(mi.)
Collision
Rate*
Exp.
85%
Speed
10 mi.

Pace
% in
Act. Pace
Posted
Speed
Limit
Rec.

Speed
No. Limit Comments

CITY OF SIERRA MADRE
Sierra Madre
Blvd
19 Baldwin Ave East City Limit 0.39 6,689 1.68 0.21 25 34 26-35 74 % 30 California MUTCD Option 2 Sunnyside Ave North City Limit Sierra Madre
Blvd
20 0.61 959 1.68 0.00 30 30 20-29 74 % 30 Closest to 85th Speed Sunnyside Ave Sierra Madre Blvd Orange Grove
Ave
21 0.33 1,139 1.68 0.00 30 29 19-28 75 % 30 Closest to 85th Speed Woodland Dr North City Limit Sturtevant Dr 0.43 739 1.68 0.00 22 15-24 56 Residential Density, Hidden Driveways
22 15 % 15
Exp.: Expected Collision Rate based on the Caltrans 2023 Crash Data on California State Highways Rate Act.: Actual Collision Rate
*Collision rate units: Collisions per One Million Vehicle Miles 2025 Engineering and Traffic Survey Report 11
Table 2 - Street Segments with Recommended Speed Changes No. Street From To Existing New Change

CITY OF SIERRA MADRE
6 Highland Ave Michillinda Ave Baldwin Ave 30 25 - 5
7 Highland Ave Baldwin Ave Canon Ave 30 25 - 5
18 Sierra Madre Blvd Lima St Baldwin Ave 30 25 - 5
19 Sierra Madre Blvd Baldwin Ave East City Limit 25 30 + 5 2025 Engineering and Traffic Survey Report 12
2025 Engineering and Traffic Survey Report

CITY OF SIERRA MADRE
13 Segments with Special Conditions
This section is meant to further explain the use of special conditions to lower the recommended speed limit lower than the 85th Percentile speed. These special conditions include the following:
▪ Conditions Not Readily Apparent to Motorists
▪ Residential Districts
▪ Land or Facilities that Generate High Concentrations of Pedestrians Conditions Not Readily Apparent to Motorists
The following segments surveyed had recommended speed limits that were 5 miles per hour (mph) or more above or below the 85th percentile speed due to conditions not readily apparent to the driver.

Each segment is discussed below.

Segment 22 – Woodland Drive – North City Limit to Sturtevant Drive This segment is currently posted at 15 mph and has one lane in each direction with an ADT of 739 vehicles per day. The adjacent land is residential along the 0.43-mile-long segment. The 85th percentile speed is 22 mph and would normally justify a 20 mph posted speed limit. However, due to residential density with hidden driveways that may not be apparent to unfamiliar drivers, a lower speed limit is prudent. It is recommended that the speed limit be posted at 15 mph for the above reason. 2025 Engineering and Traffic Survey Report

CITY OF SIERRA MADRE

APPENDIX A
Street Segment Data
2025 ENGINEERING AND TRAFFIC SURVEY Segment 1

CITY OF SIERRA MADRE
Date of Speed Survey 5/20/2025
Time of Speed Survey 10:14 AM
85th Percentile Speed 31
50th Percentile Speed 27
10 mph Pace 23-32
Percentage of Vehicles in Pace 80
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.68
Crash Rate 0.00
On-Street Parking Both Sides
Segment Length 0.43
Sidewalks Both Sides
Driveways Both Sides
Width 56
Adjacent Land Use Residential, School, Church
Field Study By DK Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within The City of Sierra Madre was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
miles feet
Speed Limit 30
Closest to 85th Speed
mph
Justification
mph
crashes/MVM

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic Weekday (ADT) 2095
Number of Lanes 2
Marked X-Walks @ Highland, Grand View, Uncontrolled @ Laurel, Algeria Date of Weekday ADT 5/15/2025
Date Range 1/1/2022-12/31/2024
%
STREET Baldwin Ave
FROM Carter Ave

CERTIFICATION DATE TO
Highland Ave
Pedestrian Traffic Moderate Truck Traffic Light
Vertical Curve Yes
Horizontal Curve No
Visibility Good
Roadway Conditions Good
Lighting Both Sides
Traffic Control Stop @ Carter, Grand View, Highland
Average Daily Traffic Weekend (ADT) 1582
Date of Weekend ADT 5/17/2025
2025 ENGINEERING AND TRAFFIC SURVEY Segment 2

CITY OF SIERRA MADRE
Date of Speed Survey 5/20/2025
Time of Speed Survey 9:24 AM
85th Percentile Speed 27
50th Percentile Speed 23
10 mph Pace 19-28
Percentage of Vehicles in Pace 83
Posted Speed Limit 25
Total Crashes 0
Statewide Average Crash Rate 1.68
Crash Rate 0.00
On-Street Parking Both Sides
Segment Length 0.15
Sidewalks Both Sides
Driveways Both Sides
Width 56
Adjacent Land Use Residential, Commercial, School
Field Study By DK Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within The City of Sierra Madre was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
miles feet
Speed Limit 25
Closest to 85th Speed
mph
Justification
mph
crashes/MVM

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic Weekday (ADT) 6114
Number of Lanes 2 + Bike Lanes
Marked X-Walks @ Sierra Madre, Highland, Uncontrolled @ Montecito, Kersting Ct Date of Weekday ADT 5/15/2025
Date Range 1/1/2022-12/31/2024
%
STREET Baldwin Ave
FROM Highland Ave

CERTIFICATION DATE TO
Sierra Madre Blvd
Pedestrian Traffic Moderate Truck Traffic Light
Vertical Curve Yes
Horizontal Curve No
Visibility Fair
Roadway Conditions Good
Lighting Both Sides
Traffic Control Stop @ Sierra Madre, Highland
Average Daily Traffic Weekend (ADT) 5086
Date of Weekend ADT 5/17/2025
2025 ENGINEERING AND TRAFFIC SURVEY Segment 3

CITY OF SIERRA MADRE
Date of Speed Survey 5/22/2025
Time of Speed Survey 12:57 PM
85th Percentile Speed 34
50th Percentile Speed 29
10 mph Pace 24-33
Percentage of Vehicles in Pace 65
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.68
Crash Rate 0.00
On-Street Parking Both Sides
Segment Length 0.89
Sidewalks South Side
Driveways Both Sides
Width 34
Adjacent Land Use Residential, School
Field Study By DK Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within The City of Sierra Madre was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
miles feet
Speed Limit 30
California MUTCD Option 2
mph
Justification
mph
crashes/MVM

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic Weekday (ADT) 4217
Number of Lanes 2
Marked X-Walks @ Baldwin, Auburn, Lima, Uncontrolled @ Olive Tree Date of Weekday ADT 5/15/2025
Date Range 1/1/2022-12/31/2024
%
STREET Grand View Ave
FROM Michillinda Ave

CERTIFICATION DATE TO
Baldwin Ave
Pedestrian Traffic Moderate Truck Traffic Light
Vertical Curve Yes
Horizontal Curve No
Visibility Fair
Roadway Conditions Good
Lighting North Side
Traffic Control Stop @ Baldwin, Auburn, Lima, Sunnyside, Michillinda Average Daily Traffic Weekend (ADT) 2410
Date of Weekend ADT 5/17/2025
2025 ENGINEERING AND TRAFFIC SURVEY Segment 4

CITY OF SIERRA MADRE
Date of Speed Survey 5/22/2025
Time of Speed Survey 1:55 PM
85th Percentile Speed 32
50th Percentile Speed 27
10 mph Pace 23-32
Percentage of Vehicles in Pace 72
Posted Speed Limit 30
Total Crashes 1
Statewide Average Crash Rate 1.68
Crash Rate 0.13
On-Street Parking Both Sides
Segment Length 1.16
Sidewalks South Side
Driveways Both Sides
Width 40
Adjacent Land Use Residential, School, Church
Field Study By DK Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within The City of Sierra Madre was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
miles feet
Speed Limit 30
Closest to 85th Speed
mph
Justification
mph
crashes/MVM

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic Weekday (ADT) 3774
Number of Lanes 2
Marked X-Walks @ Mountain Trail, Baldwin, Uncontrolled @ Canon Date of Weekday ADT 5/15/2025
Date Range 1/1/2022-12/31/2024
%
STREET Grand View Ave
FROM Baldwin Ave

CERTIFICATION DATE TO
Santa Anita Ave
Pedestrian Traffic Moderate Truck Traffic Light
Vertical Curve Yes
Horizontal Curve No
Visibility Fair
Roadway Conditions Great
Lighting Both Sides
Traffic Control Stop @ Santa Anita, Mountain Trail, Baldwin Average Daily Traffic Weekend (ADT) 2416
Date of Weekend ADT 5/17/2025
2025 ENGINEERING AND TRAFFIC SURVEY Segment 5

CITY OF SIERRA MADRE
Date of Speed Survey 5/20/2025
Time of Speed Survey 9:00 AM
85th Percentile Speed 36
50th Percentile Speed 32
10 mph Pace 29-38
Percentage of Vehicles in Pace 79
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 1.68
Crash Rate 0.00
On-Street Parking Both Sides
Segment Length 0.32
Sidewalks Both Sides
Driveways Both Sides
Width 55
Adjacent Land Use Residential, Commercial
Field Study By DK Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within The City of Sierra Madre was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
miles feet
Speed Limit 35
Closest to 85th Speed
mph
Justification
mph
crashes/MVM

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic Weekday (ADT) 9334
Number of Lanes 2 + Bike Lanes
Marked X-Walks @ Sierra Madre, Uncontrolled @ Mariposa
Date of Weekday ADT 5/15/2025
Date Range 1/1/2022-12/31/2024
%
STREET Baldwin Ave
FROM Sierra Madre Blvd

CERTIFICATION DATE TO
Orange Grove Ave
Pedestrian Traffic Moderate Truck Traffic Light
Vertical Curve Yes
Horizontal Curve No
Visibility Fair
Roadway Conditions Fair
Lighting Both Sides
Traffic Control Stop @ Sierra Madre Blvd, Orange Grove Ave Average Daily Traffic Weekend (ADT) 8363
Date of Weekend ADT 5/17/2025
2025 ENGINEERING AND TRAFFIC SURVEY Segment 6

CITY OF SIERRA MADRE
Date of Speed Survey 5/20/2025
Time of Speed Survey 1:26 PM
85th Percentile Speed 28
50th Percentile Speed 24
10 mph Pace 19-28
Percentage of Vehicles in Pace 79
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.68
Crash Rate 0.00
On-Street Parking Both Sides
Segment Length 0.89
Sidewalks South Side
Driveways Both Sides
Width 38
Adjacent Land Use Residential, School
Field Study By DK Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within The City of Sierra Madre was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
miles feet
Speed Limit 25
California MUTCD Option 2
mph
Justification
mph
crashes/MVM

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic Weekday (ADT) 2576
Number of Lanes 2
Marked X-Walks @ Baldwin, Auburn, Uncontrolled @ Hermosa Date of Weekday ADT 5/15/2025
Date Range 1/1/2022-12/31/2024
%
STREET Highland Ave
FROM Michillinda Ave

CERTIFICATION DATE TO
Baldwin Ave
Pedestrian Traffic Moderate Truck Traffic Light
Vertical Curve Yes
Horizontal Curve No
Visibility Fair
Roadway Conditions Fair
Lighting Both Sides, Few
Traffic Control Stop @ Baldwin, Auburn, Lima, Sunnyside, Michillinda Average Daily Traffic Weekend (ADT) 1561
Date of Weekend ADT 5/17/2025
2025 ENGINEERING AND TRAFFIC SURVEY Segment 7

CITY OF SIERRA MADRE
Date of Speed Survey 5/20/2025
Time of Speed Survey 11:23 AM
85th Percentile Speed 29
50th Percentile Speed 26
10 mph Pace 20-29
Percentage of Vehicles in Pace 80
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.68
Crash Rate 0.00
On-Street Parking Both Sides
Segment Length 0.42
Sidewalks South Side
Driveways Both Sides
Width 37
Adjacent Land Use School, Residential
Field Study By DK Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within The City of Sierra Madre was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
miles feet
Speed Limit 25
California MUTCD Option 2
mph
Justification
mph
crashes/MVM

RECOMMENDATION
mph
Number of Survey Samples 149
Average Daily Traffic Weekday (ADT) 880
Number of Lanes 2
Marked X-Walks @ Baldwin, Canon, Uncontrolled @ Hermosa Date of Weekday ADT 5/15/2025
Date Range 1/1/2022-12/31/2024
%
STREET Highland Ave
FROM Baldwin Ave

CERTIFICATION DATE TO
Canon Ave
Pedestrian Traffic Moderate Truck Traffic Light
Vertical Curve No
Horizontal Curve No
Visibility Fair
Roadway Conditions Fair
Lighting North Side, Few
Traffic Control Stop @ Baldwin, Mountain Trail, Canon
Average Daily Traffic Weekend (ADT) 251
Date of Weekend ADT 5/17/2025
2025 ENGINEERING AND TRAFFIC SURVEY Segment 8

CITY OF SIERRA MADRE
Date of Speed Survey 5/20/2025
Time of Speed Survey 2:51 PM
85th Percentile Speed 30
50th Percentile Speed 26
10 mph Pace 22-31
Percentage of Vehicles in Pace 74
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.68
Crash Rate 0.00
On-Street Parking Both Sides
Segment Length 0.60
Sidewalks Both Sides
Driveways Both Sides
Width 40
Adjacent Land Use Residential, Trailhead, Church
Field Study By DK Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within The City of Sierra Madre was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
miles feet
Speed Limit 30
Closest to 85th Speed
mph
Justification
mph
crashes/MVM

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic Weekday (ADT) 1541
Number of Lanes 2
Marked X-Walks @ Highland, Sierra Madre
Date of Weekday ADT 5/15/2025
Date Range 1/1/2022-12/31/2024
%
STREET Lima St
FROM Carter Ave

CERTIFICATION DATE TO
Sierra Madre Blvd
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve Yes
Horizontal Curve No
Visibility Fair
Roadway Conditions Fair
Lighting East Side
Traffic Control Stop @ Carter, Grand View, Highland, Sierra Madre Average Daily Traffic Weekend (ADT) 1132
Date of Weekend ADT 5/17/2025
2025 ENGINEERING AND TRAFFIC SURVEY Segment 9

CITY OF SIERRA MADRE
Date of Speed Survey 5/21/2025
Time of Speed Survey 11:01 AM
85th Percentile Speed 34
50th Percentile Speed 28
10 mph Pace 24-33
Percentage of Vehicles in Pace 72
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.68
Crash Rate 0.00
On-Street Parking Both Sides
Segment Length 0.33
Sidewalks Both Sides
Driveways Both Sides
Width 40
Adjacent Land Use Residential
Field Study By DK Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within The City of Sierra Madre was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
miles feet
Speed Limit 30
California MUTCD Option 2
mph
Justification
mph
crashes/MVM

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic Weekday (ADT) 2554
Number of Lanes 2
Marked X-Walks @ Sierra Madre
Date of Weekday ADT 5/15/2025
Date Range 1/1/2022-12/31/2024
%
STREET Lima St
FROM Sierra Madre Blvd

CERTIFICATION DATE TO
Orange Grove Ave
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve Yes
Horizontal Curve No
Visibility Fair
Roadway Conditions Fair
Lighting East Side
Traffic Control Stop @ Sierra Madre, Orange Grove
Average Daily Traffic Weekend (ADT) 1947
Date of Weekend ADT 5/17/2025
2025 ENGINEERING AND TRAFFIC SURVEY Segment 10

CITY OF SIERRA MADRE
Date of Speed Survey 5/22/2025
Time of Speed Survey 9:35 AM
85th Percentile Speed 36
50th Percentile Speed 31
10 mph Pace 27-36
Percentage of Vehicles in Pace 67
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 1.68
Crash Rate 0.00
On-Street Parking Both Sides
Segment Length 0.76
Sidewalks Both Sides, West Side
Driveways Both Sides
Width 48
Adjacent Land Use Residential, School
Field Study By DK Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within The City of Sierra Madre was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
miles feet
Speed Limit 35
Closest to 85th Speed
mph
Justification
mph
crashes/MVM

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic Weekday (ADT) 5303
Number of Lanes 2
Marked X-Walks @ TS
Date of Weekday ADT 5/15/2025
Date Range 1/1/2022-12/31/2024
%
STREET Michillinda Ave
FROM North City Limit

CERTIFICATION DATE TO
Sierra Madre Blvd
Pedestrian Traffic Moderate Truck Traffic Light
Vertical Curve Yes
Horizontal Curve No
Visibility Good
Roadway Conditions Good
Lighting West Side
Traffic Control TS @ Sierra Madre
Average Daily Traffic Weekend (ADT) 3996
Date of Weekend ADT 5/17/2025
2025 ENGINEERING AND TRAFFIC SURVEY Segment 11

CITY OF SIERRA MADRE
Date of Speed Survey 5/22/2025
Time of Speed Survey 9:02 AM
85th Percentile Speed 36
50th Percentile Speed 32
10 mph Pace 27-36
Percentage of Vehicles in Pace 70
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 1.68
Crash Rate 0.00
On-Street Parking Both Sides
Segment Length 0.32
Sidewalks West Side
Driveways Both Sides
Width 48
Adjacent Land Use Residential, School
Field Study By DK Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within The City of Sierra Madre was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
miles feet
Speed Limit 35
Closest to 85th Speed
mph
Justification
mph
crashes/MVM

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic Weekday (ADT) 14622
Number of Lanes 2
Marked X-Walks @ TS
Date of Weekday ADT 5/15/2025
Date Range 1/1/2022-12/31/2024
%
STREET Michillinda Ave
FROM Sierra Madre Blvd

CERTIFICATION DATE TO
Orange Grove Ave
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve Yes
Horizontal Curve No
Visibility Fair
Roadway Conditions Fair
Lighting West Side
Traffic Control TS @ Sierra Madre, Orange Grove
Average Daily Traffic Weekend (ADT) 10853
Date of Weekend ADT 5/17/2025
2025 ENGINEERING AND TRAFFIC SURVEY Segment 12

CITY OF SIERRA MADRE
Date of Speed Survey 5/21/2025
Time of Speed Survey 3:16 PM
85th Percentile Speed 31
50th Percentile Speed 27
10 mph Pace 21-30
Percentage of Vehicles in Pace 70
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.68
Crash Rate 0.00
On-Street Parking Both Sides
Segment Length 0.50
Sidewalks Both Sides
Driveways Both Sides
Width 40
Adjacent Land Use Residential
Field Study By DK Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within The City of Sierra Madre was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
miles feet
Speed Limit 30
Closest to 85th Speed
mph
Justification
mph
crashes/MVM

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic Weekday (ADT) 2681
Number of Lanes 2
Marked X-Walks @ Stop
Date of Weekday ADT 5/15/2025
Date Range 1/1/2022-12/31/2024
%
STREET Mountain Trail Ave
FROM Mira Monte Ave

CERTIFICATION DATE TO
Sierra Madre Blvd
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve Yes
Horizontal Curve No
Visibility Fair
Roadway Conditions Fair
Lighting West Side
Traffic Control Stop @ Sierra Madre, Highland, Grand View Average Daily Traffic Weekend (ADT) 2219
Date of Weekend ADT 5/17/2025
2025 ENGINEERING AND TRAFFIC SURVEY Segment 13

CITY OF SIERRA MADRE
Date of Speed Survey 5/21/2025
Time of Speed Survey 2:00 PM
85th Percentile Speed 32
50th Percentile Speed 27
10 mph Pace 23-32
Percentage of Vehicles in Pace 74
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.68
Crash Rate 0.00
On-Street Parking Both Sides
Segment Length 0.32
Sidewalks Both Sides
Driveways Both Sides
Width 45
Adjacent Land Use Residential
Field Study By DK Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within The City of Sierra Madre was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
miles feet
Speed Limit 30
Closest to 85th Speed
mph
Justification
mph
crashes/MVM

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic Weekday (ADT) 4349
Number of Lanes 2
Marked X-Walks @ Sierra Madre
Date of Weekday ADT 5/15/2025
Date Range 1/1/2022-12/31/2024
%
STREET Mountain Trail Ave
FROM Sierra Madre Blvd

CERTIFICATION DATE TO
Orange Grove Ave
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve Yes
Horizontal Curve No
Visibility Fair
Roadway Conditions Good
Lighting West Side
Traffic Control Stop @ Sierra Madre, Orange Grove
Average Daily Traffic Weekend (ADT) 3394
Date of Weekend ADT 5/17/2025
2025 ENGINEERING AND TRAFFIC SURVEY Segment 14

CITY OF SIERRA MADRE
Date of Speed Survey 5/21/2025
Time of Speed Survey 12:32 PM
85th Percentile Speed 37
50th Percentile Speed 31
10 mph Pace 26-35
Percentage of Vehicles in Pace 71
Posted Speed Limit 35
Total Crashes 1
Statewide Average Crash Rate 1.68
Crash Rate 0.08
On-Street Parking None
Segment Length 0.85
Sidewalks None
Driveways Both Sides
Width 34
Adjacent Land Use Residential
Field Study By DK Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within The City of Sierra Madre was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
miles feet
Speed Limit 35
Closest to 85th Speed
mph
Justification
mph
crashes/MVM

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic Weekday (ADT) 8214
Number of Lanes 2
Marked X-Walks @TS
Date of Weekday ADT 5/15/2025
Date Range 1/1/2022-12/31/2024
%
STREET Orange Grove Ave
FROM Machillinda Ave

CERTIFICATION DATE TO
Baldwin Ave
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve No
Horizontal Curve No
Visibility Fair
Roadway Conditions Fair
Lighting South Side, Few
Traffic Control Stop @ Baldwin, TS @ Michillinda
Average Daily Traffic Weekend (ADT) 3443
Date of Weekend ADT 5/17/2025
2025 ENGINEERING AND TRAFFIC SURVEY Segment 15

CITY OF SIERRA MADRE
Date of Speed Survey 5/21/2025
Time of Speed Survey 1:21 PM
85th Percentile Speed 39
50th Percentile Speed 34
10 mph Pace 29-38
Percentage of Vehicles in Pace 71
Posted Speed Limit 35
Total Crashes 0
Statewide Average Crash Rate 1.68
Crash Rate 0.00
On-Street Parking Both Sides
Segment Length 0.83
Sidewalks None
Driveways Both Sides
Width 35-38
Adjacent Land Use Residential
Field Study By DK Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within The City of Sierra Madre was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
miles feet
Speed Limit 35
California MUTCD Option 2
mph
Justification
mph
crashes/MVM

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic Weekday (ADT) 5763
Number of Lanes 2
Marked X-Walks None
Date of Weekday ADT 5/15/2025
Date Range 1/1/2022-12/31/2024
%
STREET Orange Grove Ave
FROM Baldwin Ave

CERTIFICATION DATE TO
East City Limit
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve No
Horizontal Curve No
Visibility Fair
Roadway Conditions Fair
Lighting None
Traffic Control Stop @ Orange Grove Ave, Michillinda Ave Average Daily Traffic Weekend (ADT) 5557
Date of Weekend ADT 5/17/2025
2025 ENGINEERING AND TRAFFIC SURVEY Segment 16

CITY OF SIERRA MADRE
Date of Speed Survey 5/19/2025
Time of Speed Survey 11:43 AM
85th Percentile Speed 34
50th Percentile Speed 28
10 mph Pace 26-35
Percentage of Vehicles in Pace 63
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.68
Crash Rate 0.00
On-Street Parking West Side
Segment Length 0.30
Sidewalks None
Driveways Both Sides
Width 78
Adjacent Land Use Residential
Field Study By DK Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within The City of Sierra Madre was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
miles feet
Speed Limit 30
California MUTCD Option 2
mph
Justification
mph
crashes/MVM

RECOMMENDATION
mph
Number of Survey Samples 99
Average Daily Traffic Weekday (ADT) 1115
Number of Lanes 2, Raised Median Separating Grade
Marked X-Walks None
Date of Weekday ADT 5/15/2025
Date Range 1/1/2022-12/31/2024
%
STREET Santa Anita Ave
FROM Arno Dr

CERTIFICATION DATE TO
Grand View Ave
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve Yes
Horizontal Curve No
Visibility Fair
Roadway Conditions Fair
Lighting East Side
Traffic Control Stop @ Grand View
Average Daily Traffic Weekend (ADT) 1978
Date of Weekend ADT 5/17/2025
2025 ENGINEERING AND TRAFFIC SURVEY Segment 17

CITY OF SIERRA MADRE
Date of Speed Survey 5/21/2025
Time of Speed Survey 10:20 AM
85th Percentile Speed 33
50th Percentile Speed 28
10 mph Pace 24-33
Percentage of Vehicles in Pace 76
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.68
Crash Rate 0.00
On-Street Parking Both Sides
Segment Length 0.81
Sidewalks Both Sides
Driveways Both Sides
Width 45
Adjacent Land Use Residential, School
Field Study By DK Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within The City of Sierra Madre was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
miles feet
Speed Limit 30
California MUTCD Option 2
mph
Justification
mph
crashes/MVM

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic Weekday (ADT) 8686
Number of Lanes 2
Marked X-Walks @Stop, Uncontrolled @ Canon, Coburn
Date of Weekday ADT 5/15/2025
Date Range 1/1/2022-12/31/2024
%
STREET Sierra Madre Blvd
FROM Michillinda Ave

CERTIFICATION DATE TO
Lima St
Pedestrian Traffic Moderate Truck Traffic Light
Vertical Curve Yes
Horizontal Curve No
Visibility Fair
Roadway Conditions Fair
Lighting Both Sides
Traffic Control Stop @ Lima, Sunnyside, Michillinda
Average Daily Traffic Weekend (ADT) 6491
Date of Weekend ADT 5/17/2025
2025 ENGINEERING AND TRAFFIC SURVEY Segment 18

CITY OF SIERRA MADRE
Date of Speed Survey 5/21/2025
Time of Speed Survey 9:40 AM
85th Percentile Speed 27
50th Percentile Speed 23
10 mph Pace 18-27
Percentage of Vehicles in Pace 82
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.68
Crash Rate 0.00
On-Street Parking Both Sides
Segment Length 0.46
Sidewalks Both Sides
Driveways Both Sides
Width 56
Adjacent Land Use Residential, Library, Commercial
Field Study By DK Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within The City of Sierra Madre was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
miles feet
Speed Limit 25
Closest to 85th Speed
mph
Justification
mph
crashes/MVM

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic Weekday (ADT) 8843
Number of Lanes 2 + Bike Lanes
Marked X-Walks @ TS, Sunnyside, Uncontrolled @ Park
Date of Weekday ADT 5/15/2025
Date Range 1/1/2022-12/31/2024
%
STREET Sierra Madre Blvd
FROM Lima St

CERTIFICATION DATE TO
Baldwin Ave
Pedestrian Traffic Modreate Truck Traffic Light
Vertical Curve No
Horizontal Curve No
Visibility Good
Roadway Conditions Good
Lighting Both Sides
Traffic Control TS @ Michillinda, Stop @ Sunnyside, Lima Average Daily Traffic Weekend (ADT) 6652
Date of Weekend ADT 5/17/2025
2025 ENGINEERING AND TRAFFIC SURVEY Segment 19

CITY OF SIERRA MADRE
Date of Speed Survey 5/21/2025
Time of Speed Survey 9:00 AM
85th Percentile Speed 34
50th Percentile Speed 31
10 mph Pace 26-35
Percentage of Vehicles in Pace 74
Posted Speed Limit 25
Total Crashes 1
Statewide Average Crash Rate 1.68
Crash Rate 0.21
On-Street Parking Both Sides
Segment Length 0.39
Sidewalks Both Sides
Driveways Both Sides
Width 55
Adjacent Land Use Commercial, Fire Station
Field Study By DK Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within The City of Sierra Madre was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
miles feet
Speed Limit 30
California MUTCD Option 2
mph
Justification
mph
crashes/MVM

RECOMMENDATION
mph
Number of Survey Samples 200
Average Daily Traffic Weekday (ADT) 6689
Number of Lanes 2
Marked X-Walks @ Stop, Uncontrolled @ Hermosa, Auburn, Windsor, Kersting Date of Weekday ADT 5/15/2025
Date Range 1/1/2022-12/31/2024
%
STREET Sierra Madre Blvd
FROM Baldwin Ave

CERTIFICATION DATE TO
East City Limit
Pedestrian Traffic Moderate Truck Traffic Light
Vertical Curve No
Horizontal Curve No
Visibility Good
Roadway Conditions Good
Lighting Both Sides
Traffic Control Stop @ Lima, Baldwin
Average Daily Traffic Weekend (ADT) 4754
Date of Weekend ADT 5/17/2025
2025 ENGINEERING AND TRAFFIC SURVEY Segment 20

CITY OF SIERRA MADRE
Date of Speed Survey 5/19/2025
Time of Speed Survey 1:51 PM
85th Percentile Speed 30
50th Percentile Speed 25
10 mph Pace 20-29
Percentage of Vehicles in Pace 74
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.68
Crash Rate 0.00
On-Street Parking Both Sides
Segment Length 0.61
Sidewalks Both Sides
Driveways Both Sides
Width 40
Adjacent Land Use Residential
Field Study By DK Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within The City of Sierra Madre was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
miles feet
Speed Limit 30
Closest to 85th Speed
mph
Justification
mph
crashes/MVM

RECOMMENDATION
mph
Number of Survey Samples 116
Average Daily Traffic Weekday (ADT) 959
Number of Lanes 2
Marked X-Walks @ Sierra Madre
Date of Weekday ADT 5/15/2025
Date Range 1/1/2022-12/31/2024
%
STREET Sunnyside Ave
FROM North City Limit

CERTIFICATION DATE TO
Sierra Madre Blvd
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve Yes
Horizontal Curve No
Visibility Fair
Roadway Conditions Fair
Lighting West Side
Traffic Control Stop @ Sierra Madre, Highland, Grand View Average Daily Traffic Weekend (ADT) 528
Date of Weekend ADT 5/17/2025
2025 ENGINEERING AND TRAFFIC SURVEY Segment 21

CITY OF SIERRA MADRE
Date of Speed Survey 5/22/2025
Time of Speed Survey 10:53 AM
85th Percentile Speed 29
50th Percentile Speed 23
10 mph Pace 19-28
Percentage of Vehicles in Pace 75
Posted Speed Limit 30
Total Crashes 0
Statewide Average Crash Rate 1.68
Crash Rate 0.00
On-Street Parking Both Sides
Segment Length 0.33
Sidewalks Both Sides
Driveways Both Sides
Width 35
Adjacent Land Use Residential
Field Study By DK Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within The City of Sierra Madre was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
miles feet
Speed Limit 30
Closest to 85th Speed
mph
Justification
mph
crashes/MVM

RECOMMENDATION
mph
Number of Survey Samples 120
Average Daily Traffic Weekday (ADT) 1139
Number of Lanes 2
Marked X-Walks None
Date of Weekday ADT 5/15/2025
Date Range 1/1/2022-12/31/2024
%
STREET Sunnyside Ave
FROM Sierra Madre Blvd

CERTIFICATION DATE TO
Orange Grove Ave
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve Yes
Horizontal Curve No
Visibility Fair
Roadway Conditions Fair
Lighting West Side
Traffic Control Stop @ Orange Grove, Mariposa, Sierra Madre Average Daily Traffic Weekend (ADT) 747
Date of Weekend ADT 5/17/2025
2025 ENGINEERING AND TRAFFIC SURVEY Segment 22

CITY OF SIERRA MADRE
Date of Speed Survey 5/19/2025
Time of Speed Survey 9:31 AM
85th Percentile Speed 22
50th Percentile Speed 20
10 mph Pace 15-24
Percentage of Vehicles in Pace 56
Posted Speed Limit 15
Total Crashes 0
Statewide Average Crash Rate 1.68
Crash Rate 0.00
On-Street Parking Both Sides
Segment Length 0.43
Sidewalks None
Driveways Both Sides
Width 18-20
Adjacent Land Use Residential, Commercial
Field Study By DK Checked By NS

OPERATING CHARACTERISTICS
mph
mph

CRASH HISTORY

ROADWAY CHARACTERISTICS
CERTIFICATION: I, Nicolle Spann, do hereby certify that this Engineering and Traffic Survey within The City of Sierra Madre was performed under my supervision and is accurate and complete. I am duly registered in the State of California as a Professional Engineer (Traffic).

Nicolle Spann Date State Registration Number
TE 2933
crashes/MVM
miles feet
Speed Limit 15
Residential Density, Hidden Driveways
mph
Justification
mph
crashes/MVM

RECOMMENDATION
mph
Number of Survey Samples 61
Average Daily Traffic Weekday (ADT) 739
Number of Lanes 1-2
Marked X-Walks None
Date of Weekday ADT 5/15/2025
Date Range 1/1/2022-12/31/2024
%
STREET Woodland Dr
FROM North City Limit

CERTIFICATION DATE TO
Sturtevant Dr
Pedestrian Traffic Light Truck Traffic Light
Vertical Curve Yes
Horizontal Curve Yes
Visibility Fair
Roadway Conditions Fair
Lighting None
Traffic Control Stop @ Sturtevant
Average Daily Traffic Weekend (ADT) 596
Date of Weekend ADT 5/17/2025
2025 Engineering and Traffic Survey Report

CITY OF SIERRA MADRE

APPENDIX B
Radar Speed Distribution Forms
DATE: 05/20/25 DAY: Tuesday TIME PERIOD: 10:14AM 11:17AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): HIGHLAND AVE AND CARTER AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 257 BALDWIN AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 30 31 31 M.P.H.
39 0 0 0
38 0 0 0 50TH %: 27 27 27 M.P.H.
37 X 1 0 1
36 0 0 0 15TH %: 22 23 23 M.P.H.
35 X 0 1 1 *
34 X X X X 1 3 4 * 10 MPH PACE: 23 - 32 20 - 29 23 - 32 M.P.H. 33 X X X X X 2 3 5 *
32 X X X X X X X X X 7 2 9 P % IN PACE: 81% 81% 80%
31 X X X X X X X X X X X X 4 8 12 A
30 X X X X X X X X X X X X X X X 9 6 15 C % OVER PACE: 4% 18% 6% 29 X X X X X X X X X X X X X X X X 6 10 16 E
28 X X X X X X X X X X X X X X X X X X X X X X 11 11 22 * % UNDER PACE: 15% 1% 14% 27 X X X X X X X X X X X X X X X X X X X X X X X X X 13 12 25 * 26 X X X X X X X X X X X X X X X X X X 9 9 18 * ARITHMETIC MEAN: 27 27 27 M.P.H. 25 X X X X X X X X X X X X X 7 6 13
24 X X X X X X X X X X X X X X X X X X X 10 9 19 SAMPLE VARIANCE: 14 14 14 23 X X X X X X X X X X X X 5 7 12
22 X X X X X X X X X 7 2 9 STANDARD DEVIATION: 4 4 4 M.P.H. 21 X X X X X X X X X 2 7 9
20 X X X X X X X 4 3 7 VARIANCE OF THE MEAN: 0.14 0.15 0.07 19 X X 2 0 2
18 0 0 0 STD. ERROR OF THE MEAN: 0.37 0.39 0.26 M.P.H.
17 X 0 1 1
16 0 0 0
15 0 0 0
100 100 200

CITY OF SIERRA MADRE
TO

BALDWIN AVENUE
CARLOS
SUNNY
DRY
FAIR
RADAR
DATE: 05/20/25 DAY: Tuesday TIME PERIOD: 9:24AM 10:11AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SIERRA MADRE BLVD AND HIGHLAND AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 94 BALDWIN AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 27 27 27 M.P.H.
39 0 0 0
38 0 0 0 50TH %: 23 24 23 M.P.H.
37 0 0 0
36 0 0 0 15TH %: 19 20 20 M.P.H.
35 0 0 0 *
34 X 0 1 1 * 10 MPH PACE: 19 - 28 20 - 29 19 - 28 M.P.H. 33 X 0 1 1 *
32 X X X X 1 3 4 P % IN PACE: 80% 86% 83%
31 X X X 2 1 3 A
30 X X X X 0 4 4 C % OVER PACE: 9% 6% 10%
29 X X X X X X X X X X X 6 5 11 E
28 X X X X X X 4 2 6 * % UNDER PACE: 11% 7% 7%
27 X X X X X X X X X X X X X X X X X 8 9 17 *
26 X X X X X X X X X X 4 6 10 * ARITHMETIC MEAN: 23 24 24 M.P.H. 25 X X X X X X X X X X X X X X X X X X X X X 9 12 21
24 X X X X X X X X X X X X X X X X X X X X X 12 9 21 SAMPLE VARIANCE: 14 13 13 23 X X X X X X X X X X X X X X X X X X X X X X X 10 13 23 22 X X X X X X X X X X X X X X X X X X X X 9 11 20 STANDARD DEVIATION: 4 4 4 M.P.H. 21 X X X X X X X X X X X X X X X 9 6 15
20 X X X X X X X X X X X X X X X 5 10 15 VARIANCE OF THE MEAN: 0.14 0.13 0.07 19 X X X X X X X X X X X X X X 10 4 14
18 X X X X X X 4 2 6 STD. ERROR OF THE MEAN: 0.37 0.36 0.26 M.P.H. 17 X X X X X X 5 1 6
16 X X 2 0 2
15 0 0 0
100 100 200
CARLOS
SUNNY
DRY
FAIR
RADAR

CITY OF SIERRA MADRE
TO

BALDWIN AVENUE
DATE: 05/22/25 DAY: Thursday TIME PERIOD: 12:57PM 1:50PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): BALDWIN AVE AND MICHILLINDA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 520 GRANDVIEW AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 X 1 0 1
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X 1 0 1
41 X 0 1 1
40 X 0 1 1 85TH %: 33 35 34 M.P.H.
39 X 0 1 1
38 X X 1 1 2 50TH %: 27 29 29 M.P.H.
37 X X X X 1 3 4
36 X X X 0 3 3 15TH %: 22 23 23 M.P.H.
35 X X X X X X X X X X X 5 6 11 *
34 X X X X X X X X X X 5 5 10 * 10 MPH PACE: 22 - 31 24 - 33 24 - 33 M.P.H. 33 X X X X X X X X X X X X 4 8 12 *
32 X X X X X X X X X 3 6 9 P % IN PACE: 70% 62% 65%
31 X X X X X X X X X X X 4 7 11 A
30 X X X X X X X X X X X X X X X X 9 7 16 C % OVER PACE: 21% 23% 18% 29 X X X X X X X X X X X X X X X X X X X 8 11 19 E
28 X X X X X X X X X X X X X X X 8 7 15 * % UNDER PACE: 9% 15% 17% 27 X X X X X X X X X 7 2 9 *
26 X X X X X X X X X X X X X 10 3 13 * ARITHMETIC MEAN: 28 29 28 M.P.H. 25 X X X X X X X X X X X X X 8 5 13
24 X X X X X X X X X X X X X X X X 7 9 16 SAMPLE VARIANCE: 26 31 29 23 X X X X X X X 3 4 7
22 X X X X X X X X 6 2 8 STANDARD DEVIATION: 5 6 5 M.P.H. 21 X X X 2 1 3
20 X X X X X 4 1 5 VARIANCE OF THE MEAN: 0.26 0.33 0.14 19 X 0 1 1
18 X X X X X 3 2 5 STD. ERROR OF THE MEAN: 0.51 0.58 0.38 M.P.H. 17 X X X 0 3 3
16 0 0 0
15 0 0 0
100 100 200
CARLOS
SUNNY
DRY
FAIR
RADAR

CITY OF SIERRA MADRE
TO

GRANDVIEW AVENUE
DATE: 05/22/25 DAY: Thursday TIME PERIOD: 1:55PM 3:11PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): BALDWIN AVE AND SANTA ANITA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 92 GRANDVIEW AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 X 1 0 1
40 X X 1 1 2 85TH %: 33 32 32 M.P.H.
39 X 1 0 1
38 X X 2 0 2 50TH %: 28 26 27 M.P.H.
37 0 0 0
36 X X X 2 1 3 15TH %: 23 21 22 M.P.H.
35 X X X 3 0 3 *
34 X X X X 2 2 4 * 10 MPH PACE: 23 - 32 20 - 29 23 - 32 M.P.H. 33 X X X X X X X 4 3 7 *
32 X X X X X X X X X X X X X X 8 6 14 P % IN PACE: 70% 76% 72% 31 X X X X X X X X X 7 2 9 A
30 X X X X X X X X X X X X X X X X 7 9 16 C % OVER PACE: 16% 16% 12% 29 X X X X X X X X X X X X X X X X X X X X X 9 12 21 E
28 X X X X X X X X X X X 5 6 11 * % UNDER PACE: 14% 8% 16% 27 X X X X X X X X X X X X X X X X X X X X 10 10 20 *
26 X X X X X X X X X X X X X X X X X X X 6 13 19 * ARITHMETIC MEAN: 28 26 27 M.P.H. 25 X X X X X X X X X X X X X X 7 7 14
24 X X X X X X X 3 4 7 SAMPLE VARIANCE: 30 21 26
23 X X X X X X X X X X X X X X X 8 7 15
22 X X X X X 2 3 5 STANDARD DEVIATION: 5 5 5 M.P.H.
21 X X X X X X X 3 4 7
20 X X X X X 2 3 5 VARIANCE OF THE MEAN: 0.30 0.23 0.13 19 X X X X 1 3 4
18 X 1 0 1 STD. ERROR OF THE MEAN: 0.54 0.48 0.36 M.P.H. 17 X X 1 1 2
16 X X 2 0 2
15 X X X X X 2 3 5
100 100 200

CITY OF SIERRA MADRE
TO

GRANDVIEW AVENUE
CARLOS
SUNNY
DRY
FAIR
RADAR
DATE: 05/20/25 DAY: Tuesday TIME PERIOD: 9:00AM 9:21AM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SIERRA MADRE BLVD AND ORANGE GROVE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 182 BALDWIN AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 X X 2 0 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X 1 0 1
41 0 0 0
40 X 0 1 1 85TH %: 37 36 36 M.P.H.
39 X 1 0 1
38 X X X X X X X 6 1 7 50TH %: 33 32 32 M.P.H.
37 X X X X X X X X X X X X X X X X X X 9 9 18
36 X X X X X X X X X X X X X X X X X X 11 7 18 15TH %: 29 27 27 M.P.H. 35 X X X X X X X X X X X X X X X X X 6 11 17 *
34 X X X X X X X X X X X X X X X 8 7 15 * 10 MPH PACE: 29 - 38 28 - 37 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X X 8 9 17 *
32 X X X X X X X X X X X X X X X X X X X X 10 10 20 P % IN PACE: 83% 79% 79% 31 X X X X X X X X X X X X X X X X X X 11 7 18 A
30 X X X X X X X X X X X X X X 8 6 14 C % OVER PACE: 4% 2% 3% 29 X X X X X X X X X X X X X X X X 6 10 16 E
28 X X X X X 1 4 5 * % UNDER PACE: 13% 19% 18%
27 X X X X X X X X X 2 7 9 *
26 X X X X 3 1 4 * ARITHMETIC MEAN: 33 32 32 M.P.H.
25 X X X X X X X X X 3 6 9
24 X X X X 2 2 4 SAMPLE VARIANCE: 18 17 18
23 X X 1 1 2
22 X 1 0 1 STANDARD DEVIATION: 4 4 4 M.P.H.
21 X 0 1 1
20 0 0 0 VARIANCE OF THE MEAN: 0.18 0.18 0.09
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.42 0.42 0.30 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
100 100 200

CITY OF SIERRA MADRE
TO

BALDWIN AVENUE
CARLOS
SUNNY
DRY
FAIR
RADAR
DATE: 05/20/25 DAY: Tuesday TIME PERIOD: 1:26PM 2:46PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): BALDWIN AVE AND MICHILLINDA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: WEST OF ADAMS AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 29 27 28 M.P.H.
39 0 0 0
38 X 0 1 1 50TH %: 26 23 24 M.P.H.
37 X 1 0 1
36 0 0 0 15TH %: 21 19 20 M.P.H.
35 X 1 0 1 *
34 0 0 0 * 10 MPH PACE: 21 - 30 19 - 28 19 - 28 M.P.H.
33 X 1 0 1 *
32 X X 1 1 2 P % IN PACE: 82% 81% 79%
31 X X X 2 1 3 A
30 X X X X X X X X X X 8 2 10 C % OVER PACE: 6% 6% 12%
29 X X X X X X X 4 3 7 E
28 X X X X X X X X X X X X 10 2 12 * % UNDER PACE: 12% 13% 9% 27 X X X X X X X X X X X X X X X X X X X X X X X X 14 10 24 * 26 X X X X X X X X X X X X X X X 9 6 15 * ARITHMETIC MEAN: 25 23 24 M.P.H. 25 X X X X X X X X X X X X X X X X 8 8 16
24 X X X X X X X X X X X X X X X X X 4 13 17 SAMPLE VARIANCE: 16 16 17 23 X X X X X X X X X X X X X X X X X X X X 11 9 20
22 X X X X X X X X X X X X X X X X 5 11 16 STANDARD DEVIATION: 4 4 4 M.P.H. 21 X X X X X X X X X X X X X X X X 9 7 16
20 X X X X X X X X X X X X 6 6 12 VARIANCE OF THE MEAN: 0.16 0.16 0.09 19 X X X X X X X X X 2 7 9
18 X X 0 2 2 STD. ERROR OF THE MEAN: 0.40 0.40 0.30 M.P.H. 17 X X X X X X X 2 5 7
16 X X X 1 2 3
15 X X X X X 1 4 5
100 100 200
CARLOS
SUNNY
DRY
FAIR
RADAR

CITY OF SIERRA MADRE
TO

HIGHLAND AVENUE
DATE: 05/20/25 DAY: Tuesday TIME PERIOD: 11:23AM 1:23PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): BALDWIN AVE AND CANON AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: WEST OF MERRILL AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 29 31 29 M.P.H.
39 0 0 0
38 X 0 1 1 50TH %: 26 25 26 M.P.H.
37 0 0 0
36 X 1 0 1 15TH %: 21 21 21 M.P.H.
35 X 0 1 1 *
34 X X X 0 3 3 * 10 MPH PACE: 21 - 30 20 - 29 20 - 29 M.P.H. 33 X X X 2 1 3 *
32 X X X X X X 3 3 6 P % IN PACE: 84% 76% 80%
31 X X X X 2 2 4 A
30 X X X 3 0 3 C % OVER PACE: 10% 16% 15%
29 X X X X X X X X X 7 2 9 E
28 X X X X X X X X X X X X X X 10 4 14 * % UNDER PACE: 6% 7% 5% 27 X X X X X X X X X X X X X X 8 6 14 *
26 X X X X X X X X X X X X X X X X X X X 10 9 19 * ARITHMETIC MEAN: 26 25 26 M.P.H. 25 X X X X X X X X X X X X X X 7 7 14
24 X X X X X X X X 5 3 8 SAMPLE VARIANCE: 14 22 18
23 X X X X X X X X X X X X X 8 5 13
22 X X X X X X X X X 3 6 9 STANDARD DEVIATION: 4 5 4 M.P.H. 21 X X X X X X X X X X X X X 7 6 13
20 X X X X X X 2 4 6 VARIANCE OF THE MEAN: 0.18 0.32 0.12 19 X X 0 2 2
18 X 1 0 1 STD. ERROR OF THE MEAN: 0.42 0.57 0.34 M.P.H. 17 X X 1 1 2
16 X X X 1 2 3
15 0 0 0
81 68 149

CITY OF SIERRA MADRE
TO

HIGHLAND AVENUE
CARLOS
SUNNY
DRY
FAIR
RADAR
DATE: 05/20/25 DAY: Tuesday TIME PERIOD: 2:51PM 4:38PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SIERRA MADRE BLVD AND CARTER AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 212 LIMA ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 31 29 30 M.P.H.
39 0 0 0
38 X 1 0 1 50TH %: 26 25 26 M.P.H.
37 X 0 1 1
36 0 0 0 15TH %: 21 20 21 M.P.H.
35 0 0 0 *
34 X X X 2 1 3 * 10 MPH PACE: 23 - 32 20 - 29 22 - 31 M.P.H. 33 X X X X 3 1 4 *
32 X X X X X 5 0 5 P % IN PACE: 76% 80% 74%
31 X X X X X X X X X X X X X X X 10 5 15 A
30 X X X X X X X X X 5 4 9 C % OVER PACE: 6% 8% 7%
29 X X X X X X X X X X X X X X X X X X X 7 12 19 E
28 X X X X X X X X X X X X X X 9 5 14 * % UNDER PACE: 18% 11% 19% 27 X X X X X X X X X X X X X X X X X X X X 8 12 20 *
26 X X X X X X X X X X X X X 7 6 13 * ARITHMETIC MEAN: 26 25 26 M.P.H. 25 X X X X X X X X X X X X X X X X X X X 10 9 19
24 X X X X X X X X X X X X X X 7 7 14 SAMPLE VARIANCE: 21 19 20 23 X X X X X X X X X X X X X X X X X X X 8 11 19
22 X X X X X X X 2 5 7 STANDARD DEVIATION: 5 4 5 M.P.H. 21 X X X X X X X X X X 4 6 10
20 X X X X X X X 3 4 7 VARIANCE OF THE MEAN: 0.21 0.19 0.10 19 X X X X X X 4 2 6
18 X X X 1 2 3 STD. ERROR OF THE MEAN: 0.45 0.44 0.32 M.P.H. 17 X X 1 1 2
16 X X X X X 2 3 5
15 X X X X 1 3 4
100 100 200

CITY OF SIERRA MADRE
TO

LIMA STREET
CARLOS
SUNNY
DRY
FAIR
RADAR
DATE: 05/21/25 DAY: Wednesday TIME PERIOD: 11:01AM 12:27PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SIERRA MADRE BLVD AND ORANGE GROVE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 40 LIMA ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 X X 2 0 2
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 1 0 1
41 0 0 0
40 X X 2 0 2 85TH %: 36 33 34 M.P.H.
39 X 0 1 1
38 X X X X X 4 1 5 50TH %: 29 27 28 M.P.H.
37 X X X X X X 5 1 6
36 X X X X X X X 5 2 7 15TH %: 26 23 24 M.P.H.
35 X X X X X X 3 3 6 *
34 X X X 1 2 3 * 10 MPH PACE: 24 - 33 20 - 29 24 - 33 M.P.H. 33 X X X X X X X X X X X 5 6 11 *
32 X X X X X X X X X 7 2 9 P % IN PACE: 73% 76% 72%
31 X X X X X X X X 5 3 8 A
30 X X X X X X X X X X X X X X X X X X X 10 9 19 C % OVER PACE: 23% 23% 17% 29 X X X X X X X X X X X X X X X X X X 9 9 18 E
28 X X X X X X X X X X X X X X X X 7 9 16 * % UNDER PACE: 4% 1% 10% 27 X X X X X X X X X X X X X X X X X X X X X X 12 10 22 * 26 X X X X X X X X X X X X X X X 8 7 15 * ARITHMETIC MEAN: 30 27 29 M.P.H. 25 X X X X X X X X X X X X X X X X X X 7 11 18
24 X X X X X X X X X X X 3 8 11 SAMPLE VARIANCE: 24 20 24 23 X X X X X X 1 5 6
22 X X X X X X 2 4 6 STANDARD DEVIATION: 5 4 5 M.P.H.
21 X X X 1 2 3
20 X X X X 0 4 4 VARIANCE OF THE MEAN: 0.24 0.22 0.12
19 X 0 1 1
18 0 0 0 STD. ERROR OF THE MEAN: 0.49 0.47 0.35 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CARLOS
SUNNY
DRY
FAIR
RADAR

CITY OF SIERRA MADRE
TO

LIMA STREET
DATE: 05/22/25 DAY: Thursday TIME PERIOD: 9:35AM 10:19AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SIERRA MADRE BLVD AND NORTH CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1056 MICHILLINDA AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 X 1 0 1
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 0 1 1
41 0 0 0
40 X X X X X 1 4 5 85TH %: 36 36 36 M.P.H.
39 X X X X X X 3 3 6
38 X X X X X X 2 4 6 50TH %: 32 29 31 M.P.H.
37 X X X X X 3 2 5
36 X X X X X X X X X 6 3 9 15TH %: 27 23 25 M.P.H.
35 X X X X X X X X X X X X X X X X 10 6 16 *
34 X X X X X X X X X X X X X X X X 8 8 16 * 10 MPH PACE: 27 - 36 27 - 36 27 - 36 M.P.H. 33 X X X X X X X X X X X X X 10 3 13 *
32 X X X X X X X X X X X X 7 5 12 P % IN PACE: 78% 55% 67% 31 X X X X X X X X X X X X X X X X X 9 8 17 A
30 X X X X X X X X X X X 5 6 11 C % OVER PACE: 10% 15% 12% 29 X X X X X X X X X X X X X X X 8 7 15 E
28 X X X X X X X X X X X X X X 9 5 14 * % UNDER PACE: 12% 30% 21% 27 X X X X X X X X X X X X X 6 7 13 *
26 X X X X X 2 3 5 * ARITHMETIC MEAN: 31 30 31 M.P.H.
25 X X X X X X X X X 3 6 9
24 X X X X X X X X X X 6 4 10 SAMPLE VARIANCE: 18 34 26 23 X X X 0 3 3
22 X X X X X X X 1 6 7 STANDARD DEVIATION: 4 6 5 M.P.H. 21 X X X 0 3 3
20 0 0 0 VARIANCE OF THE MEAN: 0.18 0.37 0.13
19 X 0 1 1
18 X X 0 2 2 STD. ERROR OF THE MEAN: 0.43 0.60 0.36 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200

CITY OF SIERRA MADRE
TO

MICHILLINDA AVENUE
CARLOS
SUNNY
DRY
FAIR
RADAR
DATE: 05/22/25 DAY: Thursday TIME PERIOD: 9:02AM 9:31AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SIERRA MADRE BLVD AND ORANGE GROVE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF CANFIELD AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 X X 2 0 2
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X 2 0 2
41 X X X X X 5 0 5
40 X X 0 2 2 85TH %: 38 35 36 M.P.H.
39 X X X X X X X 3 4 7
38 X X X X X 5 0 5 50TH %: 33 32 32 M.P.H.
37 X X X X 2 2 4
36 X X X X X X X X X 5 4 9 15TH %: 26 25 26 M.P.H.
35 X X X X X X X X X X X X X X X X X X X X X X 9 13 22 * 34 X X X X X X X X X X X X X X X X X X X X X 11 10 21 * 10 MPH PACE: 27 - 36 27 - 36 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X X X X 9 8 17 *
32 X X X X X X X X X X 6 4 10 P % IN PACE: 65% 75% 70%
31 X X X X X X X X X X X X X X 2 12 14 A
30 X X X X X X X X X X X 3 8 11 C % OVER PACE: 19% 9% 14% 29 X X X X X X X X X X X X 6 6 12 E
28 X X X X X X X X X X 8 2 10 * % UNDER PACE: 16% 16% 16% 27 X X X X X X X X X X X X X X X X 6 10 16 *
26 X X X X 4 0 4 * ARITHMETIC MEAN: 32 31 32 M.P.H.
25 X X X X X X 3 3 6
24 X X X X X X X 5 2 7 SAMPLE VARIANCE: 29 24 27
23 X X X X X X 2 4 6
22 X X X 1 2 3 STANDARD DEVIATION: 5 5 5 M.P.H.
21 X X X 0 3 3
20 X X 1 1 2 VARIANCE OF THE MEAN: 0.29 0.26 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.54 0.51 0.37 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
100 100 200

CITY OF SIERRA MADRE
TO

MICHILLINDA AVENUE
CARLOS
SUNNY
DRY
FAIR
RADAR
DATE: 05/21/25 DAY: Wednesday TIME PERIOD: 3:16PM 4:21PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SIERRA MADRE BLVD AND MIRA MONTE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 53 MOUNTAIN TRAIL AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 X 0 1 1 85TH %: 32 31 31 M.P.H.
39 0 0 0
38 X X 1 1 2 50TH %: 27 26 27 M.P.H.
37 X X X 2 1 3
36 X X X X 3 1 4 15TH %: 21 22 21 M.P.H.
35 X X X 1 2 3 *
34 X X X X X X X 4 3 7 * 10 MPH PACE: 21 - 30 20 - 29 21 - 30 M.P.H. 33 X X X X X 3 2 5 *
32 X X X 2 1 3 P % IN PACE: 67% 78% 70%
31 X X X X X X X X 5 3 8 A
30 X X X X X X X X X X X X X X 6 8 14 C % OVER PACE: 21% 16% 19% 29 X X X X X X X X X X X X 8 4 12 E
28 X X X X X X X X X X X X X X X X X X 11 7 18 * % UNDER PACE: 12% 5% 11% 27 X X X X X X X X X X X X X X X X X X X X X X X 10 13 23 * 26 X X X X X X X X X X X X X X 6 8 14 * ARITHMETIC MEAN: 27 26 26 M.P.H. 25 X X X X X X X X X X X X X X X X X X 6 12 18
24 X X X X X X X X X X X X 6 6 12 SAMPLE VARIANCE: 26 21 24 23 X X X X X X X X X X X X 4 8 12
22 X X X X X X X X X X 4 6 10 STANDARD DEVIATION: 5 5 5 M.P.H. 21 X X X X X X X X X X 6 4 10
20 X X X X X X 2 4 6 VARIANCE OF THE MEAN: 0.26 0.23 0.12 19 X X X X X 2 3 5
18 X X X X X X 4 2 6 STD. ERROR OF THE MEAN: 0.51 0.48 0.34 M.P.H. 17 X X X 3 0 3
16 X 1 0 1
15 0 0 0
100 100 200
CARLOS
SUNNY
DRY
FAIR
RADAR

CITY OF SIERRA MADRE
TO

MOUNTAIN TRAIL AVENUE
DATE: 05/21/25 DAY: Wednesday TIME PERIOD: 2:00PM 3:12PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SIERRA MADRE BLVD AND ORANGE GROVE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 70 MOUNTAIN TRAIL AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 0 1 1
41 X X 1 1 2
40 X X X X 1 3 4 85TH %: 32 32 32 M.P.H.
39 X X 1 1 2
38 0 0 0 50TH %: 28 26 27 M.P.H.
37 X X 1 1 2
36 X X X X 2 2 4 15TH %: 24 23 23 M.P.H.
35 X X X X 3 1 4 *
34 X X X 2 1 3 * 10 MPH PACE: 24 - 33 20 - 29 23 - 32 M.P.H. 33 X X X X X 3 2 5 *
32 X X X X X X X X X 5 4 9 P % IN PACE: 75% 77% 74%
31 X X X X X X X 5 2 7 A
30 X X X X X X X X X X X X X X X 6 9 15 C % OVER PACE: 11% 21% 14% 29 X X X X X X X X X X X X X X X 9 6 15 E
28 X X X X X X X X X X X X X X X X X X X 12 7 19 * % UNDER PACE: 14% 2% 12% 27 X X X X X X X X X X X X X X X X X X 9 9 18 *
26 X X X X X X X X X X X X X X X X X X X X X X 11 11 22 * ARITHMETIC MEAN: 28 27 28 M.P.H. 25 X X X X X X X X X X X X X X X X X X X X X X 9 13 22
24 X X X X X X X X X X X X X X 6 8 14 SAMPLE VARIANCE: 22 27 24 23 X X X X X X X X X X 3 7 10
22 X X X X X X X 2 5 7 STANDARD DEVIATION: 5 5 5 M.P.H. 21 X X 1 1 2
20 X X X X X 2 3 5 VARIANCE OF THE MEAN: 0.22 0.30 0.12 19 X X X X 3 1 4
18 X X 2 0 2 STD. ERROR OF THE MEAN: 0.47 0.54 0.35 M.P.H. 17 X 1 0 1
16 X 0 1 1
15 0 0 0
100 100 200

CITY OF SIERRA MADRE
TO

MOUNTAIN TRAIL AVENUE
CARLOS
SUNNY
DRY
FAIR
RADAR
DATE: 05/21/25 DAY: Wednesday TIME PERIOD: 12:32PM 1:17PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): BALDWIN AVE AND MICHILLINDA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: EAST OF SUNNYSIDE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 X 0 1 1
46 0 0 0
45 X X 2 0 2
44 X 0 1 1
43 X X X X 2 2 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X 1 2 3
41 X X X X 3 1 4
40 X X X 2 1 3 85TH %: 37 37 37 M.P.H.
39 X X X X X X X 3 4 7
38 X X X 2 1 3 50TH %: 29 33 31 M.P.H.
37 X X X X X 1 4 5
36 X X X X X X X 3 4 7 15TH %: 26 28 26 M.P.H.
35 X X X X X X X X X X X X X 2 11 13 *
34 X X X X X X X X X X X X X X X X X X 6 12 18 * 10 MPH PACE: 25 - 34 28 - 37 26 - 35 M.P.H. 33 X X X X X X X X 1 7 8 *
32 X X X X X X X X X X X X X X X X 4 12 16 P % IN PACE: 75% 73% 71% 31 X X X X X X X X X X X 3 8 11 A
30 X X X X X X X X X X X X X X X X X 10 7 17 C % OVER PACE: 21% 14% 21% 29 X X X X X X X X X X X X X X 8 6 14 E
28 X X X X X X X X X X X X X X X X X X 14 4 18 * % UNDER PACE: 4% 13% 8% 27 X X X X X X X X X X X X X X X 13 2 15 *
26 X X X X X X X X X X X X X X 10 4 14 * ARITHMETIC MEAN: 31 33 32 M.P.H. 25 X X X X X X X X 6 2 8
24 X X X 2 1 3 SAMPLE VARIANCE: 29 24 28
23 X X 1 1 2
22 X 0 1 1 STANDARD DEVIATION: 5 5 5 M.P.H.
21 X 1 0 1
20 X 0 1 1 VARIANCE OF THE MEAN: 0.29 0.26 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.54 0.51 0.37 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
100 100 200

CITY OF SIERRA MADRE
TO

ORANGE GROVE AVENUE
CARLOS
SUNNY
DRY
FAIR
RADAR
DATE: 05/21/25 DAY: Wednesday TIME PERIOD: 1:21PM 1:52PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): BALDWIN AVE AND EAST CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 61 ORANGE GROVE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X 1 0 1
48 X 1 0 1
47 X X 1 1 2
46 X X X X X 3 2 5
45 X X X 2 1 3
44 X X X 1 2 3
43 X 0 1 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 1 2 3
41 X X X X 2 2 4
40 X X X X 1 3 4 85TH %: 39 39 39 M.P.H.
39 X X X X X X X 5 2 7
38 X X X X X X X X X 4 5 9 50TH %: 34 34 34 M.P.H.
37 X X X X X X X X X X X X X 6 7 13
36 X X X X X X X X X X X X X X X X 10 6 16 15TH %: 29 29 29 M.P.H. 35 X X X X X X X X X X X X X X X X X X X 7 12 19 *
34 X X X X X X X X X X X X X X X X X X X X X 8 13 21 * 10 MPH PACE: 29 - 38 29 - 38 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X X X X X X 10 10 20 *
32 X X X X X X X X X X X X 4 8 12 P % IN PACE: 68% 73% 71% 31 X X X X X X X X X X 6 4 10 A
30 X X X X X X 3 3 6 C % OVER PACE: 18% 16% 17%
29 X X X X X X X X X X X X X X X X 10 6 16 E
28 X X X X X 4 1 5 * % UNDER PACE: 14% 10% 12%
27 X X X X X X 3 3 6 *
26 X X X 2 1 3 * ARITHMETIC MEAN: 34 34 34 M.P.H.
25 X X X X X 3 2 5
24 X X 1 1 2 SAMPLE VARIANCE: 31 26 28
23 X 1 0 1
22 X 0 1 1 STANDARD DEVIATION: 6 5 5 M.P.H.
21 X 0 1 1
20 0 0 0 VARIANCE OF THE MEAN: 0.31 0.26 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.56 0.51 0.38 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
100 100 200

CITY OF SIERRA MADRE
TO

ORANGE GROVE AVENUE
CARLOS
SUNNY
DRY
FAIR
RADAR
DATE: 05/19/25 DAY: Monday TIME PERIOD: 11:43AM 1:43PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): GRANDVIEW AVE AND ARNO DR 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF OAKWOOD PLACE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 0 1 1
41 X 0 1 1
40 0 0 0 85TH %: 32 35 34 M.P.H.
39 X X 0 2 2
38 0 0 0 50TH %: 27 31 28 M.P.H.
37 X X 1 1 2
36 0 0 0 15TH %: 22 21 22 M.P.H.
35 X X X X X 2 3 5 *
34 X X X X X X X 3 4 7 * 10 MPH PACE: 22 - 31 26 - 35 26 - 35 M.P.H. 33 X X X X 2 2 4 *
32 X X X X X 2 3 5 P % IN PACE: 75% 63% 63%
31 X X X X X X X 3 4 7 A
30 X X X X X X X X 2 6 8 C % OVER PACE: 19% 12% 6%
29 X X X X X X 4 2 6 E
28 X X X X X 3 2 5 * % UNDER PACE: 6% 24% 30%
27 X X X X X X X X X X 7 3 10 *
26 X X X X X X X X 5 3 8 * ARITHMETIC MEAN: 27 30 28 M.P.H. 25 X X X X 3 1 4
24 X X X X X 3 2 5 SAMPLE VARIANCE: 20 37 29
23 X X X X 3 1 4
22 X X X X X X 6 0 6 STANDARD DEVIATION: 4 6 5 M.P.H.
21 X 0 1 1
20 X X X X 1 3 4 VARIANCE OF THE MEAN: 0.38 0.91 0.29
19 X X X 1 2 3
18 X 1 0 1 STD. ERROR OF THE MEAN: 0.62 0.96 0.54 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
52 47 99
CARLOS
SUNNY
DRY
FAIR
RADAR

CITY OF SIERRA MADRE
TO

SANTA ANITA AVENUE
DATE: 05/21/25 DAY: Wednesday TIME PERIOD: 10:20AM 10:56AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): LIMA ST AND MICHILLINDA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 425 SIERRA MADRE BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 X 0 1 1
40 0 0 0 85TH %: 31 35 33 M.P.H.
39 X X 0 2 2
38 X X X 2 1 3 50TH %: 28 29 28 M.P.H.
37 X 0 1 1
36 X X X X X 1 4 5 15TH %: 23 26 25 M.P.H.
35 X X X X X X X 0 7 7 *
34 X X X X X X X 2 5 7 * 10 MPH PACE: 23 - 32 26 - 35 24 - 33 M.P.H. 33 X X X X X X X X X X 3 7 10 *
32 X X X X X X X X X X X X X X 4 10 14 P % IN PACE: 83% 77% 76% 31 X X X X X X X X X X X X X 7 6 13 A
30 X X X X X X X X X X X X X X X 7 8 15 C % OVER PACE: 8% 10% 14% 29 X X X X X X X X X X X X X X X X X X X X X X 12 10 22 E 28 X X X X X X X X X X X X X X X X X X X X 13 7 20 * % UNDER PACE: 9% 13% 11% 27 X X X X X X X X X X X X X X X X X 7 10 17 *
26 X X X X X X X X X X X X X X X X X X 9 9 18 * ARITHMETIC MEAN: 27 30 29 M.P.H. 25 X X X X X X X X X X X X X X X X 12 4 16
24 X X X X X X X X 5 3 8 SAMPLE VARIANCE: 14 20 19
23 X X X X X X X X 7 1 8
22 X X X 2 1 3 STANDARD DEVIATION: 4 4 4 M.P.H.
21 X X X X 3 1 4
20 X X X X X 3 2 5 VARIANCE OF THE MEAN: 0.14 0.21 0.09 19 X 1 0 1
18 0 0 0 STD. ERROR OF THE MEAN: 0.38 0.46 0.30 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
100 100 200

CITY OF SIERRA MADRE
TO

SIERRA MADRE BOULEVARD
CARLOS
SUNNY
DRY
FAIR
RADAR
DATE: 05/21/25 DAY: Wednesday TIME PERIOD: 9:40AM 10:16AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): BALDWIN AVE AND LIMA ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 161 SIERRA MADRE BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 28 26 27 M.P.H.
39 0 0 0
38 0 0 0 50TH %: 24 23 23 M.P.H.
37 0 0 0
36 0 0 0 15TH %: 19 18 18 M.P.H.
35 X 1 0 1 *
34 X 0 1 1 * 10 MPH PACE: 18 - 27 17 - 26 18 - 27 M.P.H. 33 X X 1 1 2 *
32 X 0 1 1 P % IN PACE: 81% 86% 82%
31 X 1 0 1 A
30 X X X X X 3 2 5 C % OVER PACE: 16% 10% 11%
29 X X X X X 4 1 5 E
28 X X X X X X X X 6 2 8 * % UNDER PACE: 3% 4% 7%
27 X X X X X X X X X X X 7 4 11 *
26 X X X X X X X X X X X X X X X 9 6 15 * ARITHMETIC MEAN: 24 22 23 M.P.H. 25 X X X X X X X X X X X X X X X X X X X X 8 12 20
24 X X X X X X X X X X X X X X X X X X X X X X X X X 12 13 25 SAMPLE VARIANCE: 14 14 15 23 X X X X X X X X X X X X X X X X X X X X X 11 10 21
22 X X X X X X X X X X X X X X X 7 8 15 STANDARD DEVIATION: 4 4 4 M.P.H. 21 X X X X X X X X X X X 6 5 11
20 X X X X X X X X X X X X X X X X X X 9 9 18 VARIANCE OF THE MEAN: 0.14 0.15 0.07 19 X X X X X X X X X X 5 5 10
18 X X X X X X X X X X X X X X X X 7 9 16 STD. ERROR OF THE MEAN: 0.38 0.38 0.27 M.P.H. 17 X X X X X X X X X X 3 7 10
16 X X X X 0 4 4
15 0 0 0
100 100 200
CARLOS
SUNNY
DRY
FAIR
RADAR

CITY OF SIERRA MADRE
TO

SIERRA MADRE BOULEVARD
DATE: 05/21/25 DAY: Wednesday TIME PERIOD: 9:00AM 9:35AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): BALDWIN AVE AND EAST CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 361 SIERRA MADRE BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X 0 1 1
45 0 0 0
44 0 0 0
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X 1 0 1
41 0 0 0
40 X X X 3 0 3 85TH %: 35 34 34 M.P.H.
39 X X 0 2 2
38 X X X 2 1 3 50TH %: 30 31 31 M.P.H.
37 X X X X X 3 2 5
36 X X X X X 1 4 5 15TH %: 26 24 25 M.P.H.
35 X X X X X X X X X X 6 4 10 *
34 X X X X X X X X X X X X X X X X X X X X X X 8 14 22 * 10 MPH PACE: 26 - 35 26 - 35 26 - 35 M.P.H. 33 X X X X X X X X X X X X X X X X 6 10 16 *
32 X X X X X X X X X X X X X X X X X X 12 6 18 P % IN PACE: 79% 69% 74% 31 X X X X X X X X X X X X X X X X 8 8 16 A
30 X X X X X X X X X X X X X X X X 9 7 16 C % OVER PACE: 10% 11% 10% 29 X X X X X X X X X 6 3 9 E
28 X X X X X X X X X X X X X X X X X 10 7 17 * % UNDER PACE: 11% 20% 16% 27 X X X X X X X X X 6 3 9 *
26 X X X X X X X X X X X X X X X X X 8 9 17 * ARITHMETIC MEAN: 30 30 30 M.P.H. 25 X X X X X X X 3 4 7
24 X X X X X X X 0 7 7 SAMPLE VARIANCE: 20 24 22
23 X X X X X X 2 4 6
22 X X X X X X 4 2 6 STANDARD DEVIATION: 4 5 5 M.P.H.
21 X X X 1 2 3
20 X 1 0 1 VARIANCE OF THE MEAN: 0.20 0.26 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.45 0.51 0.33 M.P.H.
17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CARLOS
SUNNY
DRY
FAIR
RADAR

CITY OF SIERRA MADRE
TO

SIERRA MADRE BOULEVARD
DATE: 05/19/25 DAY: Monday TIME PERIOD: 1:51PM 3:51PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SIERRA MADRE BLVD AND NORTH CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 126 SUNNYSIDE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 29 31 30 M.P.H.
39 0 0 0
38 0 0 0 50TH %: 24 25 25 M.P.H.
37 0 0 0
36 X 0 1 1 15TH %: 20 20 20 M.P.H.
35 X 1 0 1 *
34 X X 1 1 2 * 10 MPH PACE: 20 - 29 20 - 29 20 - 29 M.P.H. 33 X X 1 1 2 *
32 X X X X 1 3 4 P % IN PACE: 76% 72% 74%
31 X X X X X 3 2 5 A
30 X X X X X 1 4 5 C % OVER PACE: 13% 16% 14%
29 X X X X X X X 4 3 7 E
28 X X X X X X X 2 5 7 * % UNDER PACE: 11% 12% 12%
27 X X X X X X X 5 2 7 *
26 X X X X X X X X 2 6 8 * ARITHMETIC MEAN: 24 25 25 M.P.H. 25 X X X X X X X X X X X 7 4 11
24 X X X X X X X X X X 8 2 10 SAMPLE VARIANCE: 20 22 21 23 X X X X X X X X X X X X X 6 7 13
22 X X X X X X X 5 2 7 STANDARD DEVIATION: 4 5 5 M.P.H. 21 X X X X X X 5 1 6
20 X X X X X X X 3 4 7 VARIANCE OF THE MEAN: 0.32 0.43 0.18 19 X X X 0 3 3
18 X X X X 3 1 4 STD. ERROR OF THE MEAN: 0.57 0.66 0.42 M.P.H. 17 X X 1 1 2
16 X X X 2 1 3
15 X 1 0 1
62 54 116

CITY OF SIERRA MADRE
TO

SUNNYSIDE AVENUE
CARLOS
SUNNY
DRY
FAIR
RADAR
DATE: 05/22/25 DAY: Thursday TIME PERIOD: 10:53AM 12:53PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SIERRA MADRE BLVD AND ORANGE GROVE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 35 SUNNYSIDE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 29 28 29 M.P.H.
39 0 0 0
38 0 0 0 50TH %: 22 24 23 M.P.H.
37 0 0 0
36 0 0 0 15TH %: 19 19 19 M.P.H.
35 X X 2 0 2 *
34 0 0 0 * 10 MPH PACE: 18 - 27 20 - 29 19 - 28 M.P.H.
33 X X 1 1 2 *
32 X 0 1 1 P % IN PACE: 75% 77% 75%
31 X X X X X X 4 2 6 A
30 X X X 0 3 3 C % OVER PACE: 20% 6% 15%
29 X X X X X X 2 4 6 E
28 X X X X X 2 3 5 * % UNDER PACE: 5% 16% 10%
27 X X X X X 3 2 5 *
26 X X X X X X X X 2 6 8 * ARITHMETIC MEAN: 23 24 23 M.P.H. 25 X X X X X X X X 1 7 8
24 X X X X X X X X X X X X X 3 10 13 SAMPLE VARIANCE: 22 17 19 23 X X X X X X X X 6 2 8
22 X X X X X X X X X X X 7 4 11 STANDARD DEVIATION: 5 4 4 M.P.H. 21 X X X X X X X X 4 4 8
20 X X X X X X X X X X X 5 6 11 VARIANCE OF THE MEAN: 0.41 0.27 0.16 19 X X X X X X X X X X X 7 4 11
18 X X X 3 0 3 STD. ERROR OF THE MEAN: 0.64 0.52 0.40 M.P.H. 17 X X X X X 2 3 5
16 X X X 1 2 3
15 X 0 1 1
55 65 120

CITY OF SIERRA MADRE
TO

SUNNYSIDE AVENUE
CARLOS
SUNNY
DRY
FAIR
RADAR
DATE: 05/19/25 DAY: Monday TIME PERIOD: 9:31AM 11:31AM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): STURTEVANT DR AND NORTH CITY LIMIT 60 0 0 0
59 0 0 0 OBSERVATION POINT: 561 WOODLAND DR 58 0 0 0
57 0 0 0
56 0 0 0 POSTED SPEED LIMIT: 15 MPH OBSERVER: 55 0 0 0
54 0 0 0 COMMENTS: WEATHER: 53 0 0 0
52 0 0 0 ROAD SURFACE: 51 0 0 0
50 0 0 0 ROAD CONDITION: 49 0 0 0
48 0 0 0 DATA COLLECTION METHOD: 47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0
42 0 0 0
41 0 0 0
40 0 0 0
39 0 0 0
38 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
37 0 0 0
36 0 0 0
35 0 0 0 85TH %: 22 23 22 M.P.H. 34 0 0 0
33 0 0 0 50TH %: 20 20 20 M.P.H. 32 0 0 0
31 0 0 0 15TH %: 16 16 16 M.P.H. 30 0 0 0 * 29 0 0 0 * 10 MPH PACE: 15 - 24 15 - 24 15 - 24 M.P.H. 28 0 0 0 * 27 0 0 0 P % IN PACE: 52% 59% 56% 26 0 0 0 A 25 0 0 0 C % OVER PACE: 0% 0% 0% 24 0 0 0 E 23 0 0 0 * % UNDER PACE: 48% 41% 44% 22 0 0 0 * 21 0 0 0 * ARITHMETIC MEAN: 19 19 19 M.P.H. 20 0 0 0 19 X 1 0 1 SAMPLE VARIANCE: 7 7 7 18 X X X X X X 2 4 6
17 X X X X X X X 4 3 7 STANDARD DEVIATION: 3 3 3 M.P.H. 16 X X X X X X X X X 6 3 9 15 X X X X X X X X X X X 2 9 11 VARIANCE OF THE MEAN: 0.24 0.18 0.11 14 X X X X X 2 3 5 13 X X X X 2 2 4 STD. ERROR OF THE MEAN: 0.49 0.43 0.33 M.P.H. 12 X X X X X X 5 1 6 11 X X X X X X 3 3 6 10 X X X X X X 2 4 6
29 32 61
CARLOS
SUNNY
DRY
FAIR
RADAR

CITY OF SIERRA MADRE
TO

WOODLAND DRIVE
2025 Engineering and Traffic Survey Report

CITY OF SIERRA MADRE

APPENDIX C
Survey Equipment
2025 Engineering and Traffic Survey Report

CITY OF SIERRA MADRE
Survey Equipment Used
The radar equipment used by City Traffic Counters to collect speed measurements for this survey was a Stalker-II SDR Model Hand-Held Traffic Radar and a Stalker-ATR Model Hand-Held Traffic Radar both manufactured by Applied Concepts of Plano, Texas. The calibration of each unit was checked before each series of measurements were taken. Tests of the units were conducted in accordance with the manufacturer's specifications. The Stalker-II SDR Hand-Held Traffic Radar and Stalker-ATR Model HandHeld Traffic Radar were last calibrated on January 16, 2023 by Southern California Radar/Laser Certification Laboratory.

2025 Engineering and Traffic Survey Report

CITY OF SIERRA MADRE

APPENDIX D
Legislative References
2025 Engineering and Traffic Survey Report

CITY OF SIERRA MADRE
Applicable Sections of California Vehicle Code
The following sections of the CVC are from the most recently published CVC as of August 2023 and contain new sections pertaining to AB 43.

Engineering and Traffic Surveys
Section 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 state and local authorities.
(b) An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all of the following:
(1) Prevailing speeds as determined by traffic engineering measurements. (2) Accident records.
(3) 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 of 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.
2025 Engineering and Traffic Survey Report

CITY OF SIERRA MADRE
Basic Speed Law
Section 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 the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property.

Speed Law Violations
Section 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
Section 22352.

The prima facie limits are as follows and 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 or 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.

Section 22357.1.

Notwithstanding Section 22357, a local authority may, by ordinance or resolution, set a prima facie speed limit of 25 miles per hour on any street, other than a state highway, adjacent to any children’s 2025 Engineering and Traffic Survey Report

CITY OF SIERRA MADRE
playground in a public park but only during particular hours or days when children are expected to use the facilities. The 25 mile per hour speed limit shall be effective when signs giving notice of the speed limit are posted.

Section 22358.4
(a)
(1) Wherever a local authority determines upon the basis on 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 reasonable or safe, the local authority my, 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 up on 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 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 and after the school zone.
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CITY OF SIERRA MADRE
(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 the 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 from school grounds.
(C) For the purposes of subparagraph (B) of paragraph (1), school warning signs indicating a speed limit of 25 miles per hour may be placed at a distance between 500 and 1,000 feet away from school grounds.

Residence Districts
Section 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)
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. 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.

Business Activity Districts
Section 22358.9.
(c)
(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 flowing conditions:
(A) A maximum of four traffic lanes.
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CITY OF SIERRA MADRE
(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. (d) As used in this section, a “business activity district” is that a portion of a highway and the property contiguous thereto that includes central or neighborhood downtowns, urban villages, or zoning designations that prioritize commercial land uses at the downtown 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 regulating traffic flow on the highway, located at intervals of no more than 600 feet.
(4) Marked crosswalks not controlled by a traffic control device. (e) A local authority shall not declare a prima facie 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. (f) A local authority shall issue only warning citation for violation 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.

Minimum and Maximum Prima Facie Speed Limits
Section 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 by ordinance determine and declare a prima facie speed limit of 30, 35, 40, 45, 50, 55 or 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.

Section 22358.
(a) Whenever a local authority determines upon the basis of an engineering and traffic survey that a speed greater than 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, 45, 40, 35, 30, 2025 Engineering and Traffic Survey Report

CITY OF SIERRA MADRE
25, 20, or 15 miles per hour, 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.

Section 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 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 speed limit shall be effective when appropriate signs giving notice thereof are erected upon the street.

Section 22360.
(a) Whenever a local authority determines upon the basis of an engineering and traffic survey that the speed limit of 65 miles per hour is more than is reasonable or safe upon any portion of a highway other than a state highway for a distance of not exceeding 2,000 feet in length between district, either business or residence, the local authority may determine and declare a reasonable and safe prima facie limit thereon lower than 65 mile per hour, but not less than 25 miles per hour, which declared prima facie speed limit shall be effective when appropriate signs giving notice thereof are erected upon the street or highway.

Downward Speed Zoning
Section 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.

Safety Corridors (Added code from AB 43)
Section 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) A portion of the highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, especially those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused.
(3) 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 2025 Engineering and Traffic Survey Report

CITY OF SIERRA MADRE
statewide as specified in Article 7 (commencing with Section 68645) of Chapter 2 of Title 8 of the Government code, whichever is sooner.
(4) 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.

Maintaining Posted Speeds (Added code from AB 43)
Section 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 engineering 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 days that a lower speed limit is in effect as authorized by this section.

Boundary Line Streets
Section 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.

Speed Trap Prohibition
Section 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
Section 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. 2025 Engineering and Traffic Survey Report

CITY OF SIERRA MADRE
(2) A particular section of a highway with a prima facie speed limit that is provided by this code or by local ordinance under subparagraph (A) of paragraph (2) of subdivision (a) 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 device that measures the speed of moving object. This paragraph does not apply to a local street, road, or school zone.
(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 of a mile of uninterrupted length. Interruptions shall include official traffic control signals 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 zone” 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 of 20 miles per hour speed limit sign has been posted pursuant to paragraph (1) of subdivision (a) of that section. (c)
(1) When all the following criteria are met, 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.
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CITY OF SIERRA MADRE
(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 22349, 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 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 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 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
2025 Engineering and Traffic Survey Report

CITY OF SIERRA MADRE
Section 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 (a) of Section 40802.

When a traffic and engineering survey is required pursuant to paragraph (2) of subdivision (a) 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 (a) 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) subdivision (a) of Section 40802. 2025 Engineering and Traffic Survey Report

CITY OF SIERRA MADRE
2025 ADT Data
Weekday & Weekend Data 2025
Willdan Engineering
13191 Crossroads Pkwy N Suite 405
City of Industry, CA 91746
562.908.6200

Baldwin Avenue Btwn
Highland Avenue & Carter Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/15/2025 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 24 0 10
12:15 1 24 1 16
12:30 0 25 0 20
12:45 1 11 5 84 1 14 2 60 7 144
01:00 1 16 0 13
01:15 0 28 0 15
01:30 0 26 0 12
01:45 0 19 1 89 0 12 0 52 1 141
02:00 0 21 0 12
02:15 0 22 0 11
02:30 0 19 0 20
02:45 0 31 0 93 0 11 0 54 0 147
03:00 1 31 0 52
03:15 1 17 0 16
03:30 0 18 1 14
03:45 0 17 2 83 0 20 1 102 3 185
04:00 0 18 3 17
04:15 0 13 0 22
04:30 0 22 1 29
04:45 0 15 0 68 0 11 4 79 4 147
05:00 1 20 2 8
05:15 1 8 3 17
05:30 0 11 3 13
05:45 2 12 4 51 3 14 11 52 15 103
06:00 4 12 12 10
06:15 4 16 8 15
06:30 6 12 7 5
06:45 11 21 25 61 10 13 37 43 62 104
07:00 11 23 3 7
07:15 19 20 13 9
07:30 30 13 27 14
07:45 33 12 93 68 62 6 105 36 198 104
08:00 22 13 42 6
08:15 14 12 10 3
08:30 15 11 19 3
08:45 17 18 68 54 24 5 95 17 163 71
09:00 30 13 19 2
09:15 12 8 16 5
09:30 18 10 13 3
09:45 20 8 80 39 8 6 56 16 136 55
10:00 23 5 14 5
10:15 16 7 5 7
10:30 19 3 20 1
10:45 30 5 88 20 11 5 50 18 138 38
11:00 15 1 14 0
11:15 26 3 11 1
11:30 16 0 14 1
11:45 13 1 70 5 12 1 51 3 121 8
Total 436 715 412 532 848 1247
Percent 37.9% 62.1% 43.6% 56.4% 40.5% 59.5%
Grand
Total 436 715 412 532 848 1247
Percent 37.9% 62.1% 43.6% 56.4% 40.5% 59.5%
ADT ADT 2,095 AADT 2,095

Baldwin Avenue Btwn
Sierra Madre Boulevard & Highland Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/15/2025 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 67 0 59
12:15 1 53 1 54
12:30 1 55 2 56
12:45 3 60 11 235 1 36 4 205 15 440
01:00 4 50 0 53
01:15 0 55 0 54
01:30 1 57 0 40
01:45 1 55 6 217 1 34 1 181 7 398
02:00 0 65 0 51
02:15 1 56 0 86
02:30 1 66 0 59
02:45 2 85 4 272 1 56 1 252 5 524
03:00 1 64 1 103
03:15 1 64 0 60
03:30 0 58 1 55
03:45 3 63 5 249 2 49 4 267 9 516
04:00 1 57 7 55
04:15 0 61 6 53
04:30 1 62 3 44
04:45 2 74 4 254 6 58 22 210 26 464
05:00 5 58 9 53
05:15 8 52 7 37
05:30 3 58 12 28
05:45 7 54 23 222 11 48 39 166 62 388
06:00 9 47 18 40
06:15 9 61 13 28
06:30 23 58 30 27
06:45 40 56 81 222 26 43 87 138 168 360
07:00 29 60 32 45
07:15 38 48 36 22
07:30 78 41 55 31
07:45 85 37 230 186 105 25 228 123 458 309
08:00 69 24 99 30
08:15 54 32 47 17
08:30 52 30 50 22
08:45 46 22 221 108 46 20 242 89 463 197
09:00 40 25 50 12
09:15 42 21 38 20
09:30 37 25 44 17
09:45 47 15 166 86 34 19 166 68 332 154
10:00 36 16 46 21
10:15 31 13 32 16
10:30 49 8 47 9
10:45 48 5 164 42 35 9 160 55 324 97
11:00 48 6 50 7
11:15 40 6 33 6
11:30 48 3 45 6
11:45 49 7 185 22 43 1 171 20 356 42
Total 1100 2115 1125 1774 2225 3889
Percent 34.2% 65.8% 38.8% 61.2% 36.4% 63.6%
Grand
Total 1100 2115 1125 1774 2225 3889
Percent 34.2% 65.8% 38.8% 61.2% 36.4% 63.6%
ADT ADT 6,114 AADT 6,114

Grand View Avenue Btwn
Baldwin Avenue & Michillinda Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/15/2025 East Hour Totals West Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 33 0 42
12:15 0 63 1 32
12:30 1 33 4 23
12:45 1 19 3 148 0 21 5 118 8 266
01:00 0 35 0 31
01:15 0 38 0 20
01:30 2 42 0 23
01:45 0 41 2 156 0 28 0 102 2 258
02:00 0 52 0 33
02:15 0 38 0 40
02:30 0 31 2 36
02:45 0 56 0 177 0 34 2 143 2 320
03:00 0 73 0 58
03:15 0 54 0 48
03:30 0 51 1 38
03:45 0 39 0 217 0 25 1 169 1 386
04:00 0 50 0 32
04:15 1 45 0 31
04:30 0 50 1 33
04:45 0 44 1 189 2 29 3 125 4 314
05:00 3 54 2 35
05:15 0 60 1 32
05:30 1 48 3 28
05:45 3 42 7 204 3 17 9 112 16 316
06:00 1 46 5 28
06:15 2 41 7 20
06:30 4 36 10 26
06:45 8 34 15 157 20 20 42 94 57 251
07:00 11 32 19 19
07:15 19 28 21 15
07:30 66 9 59 15
07:45 142 20 238 89 99 6 198 55 436 144
08:00 69 15 138 10
08:15 24 21 79 13
08:30 32 11 47 15
08:45 36 6 161 53 45 7 309 45 470 98
09:00 34 9 45 3
09:15 11 9 48 10
09:30 35 12 43 7
09:45 21 7 101 37 22 5 158 25 259 62
10:00 36 3 24 4
10:15 25 5 49 1
10:30 50 7 27 6
10:45 32 4 143 19 22 1 122 12 265 31
11:00 22 3 41 2
11:15 20 4 32 1
11:30 29 1 29 2
11:45 38 1 109 9 26 0 128 5 237 14
Total 780 1455 977 1005 1757 2460
Percent 34.9% 65.1% 49.3% 50.7% 41.7% 58.3%
Grand
Total 780 1455 977 1005 1757 2460
Percent 34.9% 65.1% 49.3% 50.7% 41.7% 58.3%
ADT ADT 4,217 AADT 4,217

Grand View Avenue Btwn
Baldwin Avenue & Santa Anita Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/15/2025 East Hour Totals West Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 29 3 30
12:15 1 33 0 42
12:30 0 35 2 23
12:45 1 49 3 146 0 39 5 134 8 280
01:00 0 49 0 34
01:15 1 47 0 37
01:30 0 54 1 29
01:45 0 19 1 169 0 22 1 122 2 291
02:00 1 31 1 20
02:15 0 42 1 22
02:30 0 26 3 25
02:45 1 33 2 132 0 46 5 113 7 245
03:00 0 61 0 28
03:15 0 37 0 26
03:30 0 48 0 23
03:45 0 38 0 184 0 23 0 100 0 284
04:00 0 38 0 24
04:15 0 36 0 27
04:30 1 41 1 17
04:45 1 46 2 161 2 22 3 90 5 251
05:00 2 30 0 34
05:15 3 50 2 18
05:30 1 37 2 20
05:45 4 38 10 155 1 18 5 90 15 245
06:00 3 29 1 20
06:15 7 33 8 25
06:30 8 31 10 17
06:45 8 28 26 121 18 14 37 76 63 197
07:00 10 16 12 18
07:15 7 17 34 10
07:30 32 26 57 16
07:45 55 13 104 72 73 17 176 61 280 133
08:00 55 10 35 14
08:15 24 11 55 24
08:30 36 14 33 8
08:45 46 6 161 41 42 13 165 59 326 100
09:00 50 11 48 9
09:15 22 3 55 12
09:30 23 6 57 11
09:45 31 7 126 27 44 11 204 43 330 70
10:00 47 0 46 6
10:15 16 5 58 7
10:30 61 6 32 6
10:45 48 5 172 16 31 4 167 23 339 39
11:00 29 2 38 3
11:15 40 0 43 3
11:30 28 2 28 1
11:45 25 1 122 5 20 1 129 8 251 13
Total 729 1229 897 919 1626 2148
Percent 37.2% 62.8% 49.4% 50.6% 43.1% 56.9%
Grand
Total 729 1229 897 919 1626 2148
Percent 37.2% 62.8% 49.4% 50.6% 43.1% 56.9%
ADT ADT 3,774 AADT 3,774

Baldwin Avenue Btwn
Sierra Madre Blvd & Orange Grove Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/15/2025 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 10 90 0 105
12:15 5 78 6 100
12:30 6 66 1 93
12:45 6 89 27 323 6 74 13 372 40 695
01:00 6 72 2 79
01:15 0 58 1 79
01:30 3 65 2 63
01:45 3 67 12 262 0 82 5 303 17 565
02:00 2 73 2 92
02:15 1 77 0 111
02:30 4 71 1 108
02:45 3 88 10 309 1 103 4 414 14 723
03:00 1 60 2 111
03:15 2 83 1 87
03:30 0 69 3 83
03:45 4 79 7 291 1 82 7 363 14 654
04:00 2 71 8 76
04:15 2 69 12 82
04:30 5 65 11 86
04:45 3 76 12 281 7 87 38 331 50 612
05:00 6 56 19 88
05:15 10 75 17 83
05:30 10 74 24 50
05:45 15 66 41 271 29 67 89 288 130 559
06:00 15 59 30 66
06:15 24 65 41 68
06:30 30 62 45 78
06:45 49 72 118 258 53 84 169 296 287 554
07:00 46 62 59 75
07:15 59 52 53 53
07:30 94 50 76 63
07:45 113 50 312 214 119 52 307 243 619 457
08:00 97 39 127 41
08:15 92 39 102 32
08:30 77 41 93 43
08:45 76 32 342 151 85 37 407 153 749 304
09:00 83 38 64 38
09:15 67 38 66 55
09:30 64 35 83 35
09:45 66 26 280 137 62 29 275 157 555 294
10:00 66 30 72 32
10:15 65 20 67 30
10:30 78 22 95 15
10:45 77 14 286 86 75 20 309 97 595 183
11:00 65 12 79 29
11:15 61 7 79 18
11:30 66 8 83 11
11:45 67 9 259 36 67 3 308 61 567 97
Total 1706 2619 1931 3078 3637 5697
Percent 39.4% 60.6% 38.6% 61.4% 39.0% 61.0%
Grand
Total 1706 2619 1931 3078 3637 5697
Percent 39.4% 60.6% 38.6% 61.4% 39.0% 61.0%
ADT ADT 9,334 AADT 9,334

Highland Avenue Btwn
Baldwin Avenue & Michillinda Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/15/2025 East Hour Totals West Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 42 0 41
12:15 1 21 2 28
12:30 0 17 1 15
12:45 0 20 3 100 0 13 3 97 6 197
01:00 0 25 0 15
01:15 0 20 1 7
01:30 0 11 0 7
01:45 0 29 0 85 0 16 1 45 1 130
02:00 0 53 0 27
02:15 0 21 0 53
02:30 0 14 0 27
02:45 0 40 0 128 0 35 0 142 0 270
03:00 0 29 0 33
03:15 0 39 0 21
03:30 0 34 0 22
03:45 0 24 0 126 0 22 0 98 0 224
04:00 0 28 0 22
04:15 0 29 0 21
04:30 0 28 1 22
04:45 0 43 0 128 0 15 1 80 1 208
05:00 0 38 1 23
05:15 3 25 1 20
05:30 1 29 2 20
05:45 2 36 6 128 4 36 8 99 14 227
06:00 1 25 0 22
06:15 6 17 7 27
06:30 1 10 9 11
06:45 8 19 16 71 11 15 27 75 43 146
07:00 2 11 13 15
07:15 8 9 17 8
07:30 34 17 46 12
07:45 54 14 98 51 83 9 159 44 257 95
08:00 46 8 106 3
08:15 13 5 62 7
08:30 19 8 24 4
08:45 16 4 94 25 21 8 213 22 307 47
09:00 6 5 15 7
09:15 11 2 11 2
09:30 8 3 15 7
09:45 14 4 39 14 7 7 48 23 87 37
10:00 9 4 19 4
10:15 21 1 10 3
10:30 5 3 19 3
10:45 9 1 44 9 12 0 60 10 104 19
11:00 9 2 13 2
11:15 17 1 13 1
11:30 17 1 21 1
11:45 37 0 80 4 21 0 68 4 148 8
Total 380 869 588 739 968 1608
Percent 30.4% 69.6% 44.3% 55.7% 37.6% 62.4%
Grand
Total 380 869 588 739 968 1608
Percent 30.4% 69.6% 44.3% 55.7% 37.6% 62.4%
ADT ADT 2,576 AADT 2,576

Highland Avenue Btwn
Baldwin Avenue & Canon Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/15/2025 East Hour Totals West Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 47 0 34
12:15 0 9 2 16
12:30 0 4 0 12
12:45 0 3 0 63 0 2 2 64 2 127
01:00 0 4 0 2
01:15 0 4 0 1
01:30 0 3 0 0
01:45 0 3 0 14 0 0 0 3 0 17
02:00 0 4 0 2
02:15 0 4 0 1
02:30 0 5 0 2
02:45 0 8 0 21 0 4 0 9 0 30
03:00 0 10 0 3
03:15 0 6 0 8
03:30 0 5 0 1
03:45 0 2 0 23 0 1 0 13 0 36
04:00 0 6 0 4
04:15 0 5 0 1
04:30 0 5 0 3
04:45 1 14 1 30 0 2 0 10 1 40
05:00 0 13 0 3
05:15 0 20 0 3
05:30 2 8 0 26
05:45 1 0 3 41 0 36 0 68 3 109
06:00 1 4 2 28
06:15 0 9 1 8
06:30 2 6 2 15
06:45 2 11 5 30 0 12 5 63 10 93
07:00 2 2 1 8
07:15 4 0 6 4
07:30 4 4 9 1
07:45 36 1 46 7 20 0 36 13 82 20
08:00 107 1 41 0
08:15 13 1 17 1
08:30 2 0 5 0
08:45 5 3 127 5 6 2 69 3 196 8
09:00 1 0 1 1
09:15 2 1 2 1
09:30 3 0 3 1
09:45 2 0 8 1 1 0 7 3 15 4
10:00 2 2 5 0
10:15 3 0 4 0
10:30 2 0 4 0
10:45 7 1 14 3 3 1 16 1 30 4
11:00 3 0 2 0
11:15 6 0 5 0
11:30 5 0 4 0
11:45 20 0 34 0 8 0 19 0 53 0
Total 238 238 154 250 392 488
Percent 50.0% 50.0% 38.1% 61.9% 44.5% 55.5%
Grand
Total 238 238 154 250 392 488
Percent 50.0% 50.0% 38.1% 61.9% 44.5% 55.5%
ADT ADT 880 AADT 880

Lima Street Btwn
Sierra Madre Boulevard & Carter Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/15/2025 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 19 1 11
12:15 2 27 1 20
12:30 0 13 2 10
12:45 0 10 5 69 0 13 4 54 9 123
01:00 0 15 0 16
01:15 0 7 0 12
01:30 1 10 0 9
01:45 0 20 1 52 0 7 0 44 1 96
02:00 0 30 0 15
02:15 0 18 0 17
02:30 0 21 0 8
02:45 0 18 0 87 0 13 0 53 0 140
03:00 0 22 0 24
03:15 0 25 0 12
03:30 0 16 0 15
03:45 0 14 0 77 0 5 0 56 0 133
04:00 1 14 0 10
04:15 0 14 2 9
04:30 0 13 3 8
04:45 0 24 1 65 0 11 5 38 6 103
05:00 0 19 3 10
05:15 1 18 3 7
05:30 3 18 0 7
05:45 2 10 6 65 4 8 10 32 16 97
06:00 0 16 2 10
06:15 4 8 2 4
06:30 9 11 5 6
06:45 8 8 21 43 10 5 19 25 40 68
07:00 7 14 12 4
07:15 7 10 15 6
07:30 28 7 13 3
07:45 29 12 71 43 28 5 68 18 139 61
08:00 10 9 27 3
08:15 9 7 11 3
08:30 16 7 14 4
08:45 12 6 47 29 26 4 78 14 125 43
09:00 12 2 15 3
09:15 10 10 14 2
09:30 8 5 9 3
09:45 5 2 35 19 6 0 44 8 79 27
10:00 10 2 13 0
10:15 12 3 15 0
10:30 17 2 13 0
10:45 13 2 52 9 14 1 55 1 107 10
11:00 6 3 14 1
11:15 13 0 13 1
11:30 17 0 9 1
11:45 21 0 57 3 18 1 54 4 111 7
Total 296 561 337 347 633 908
Percent 34.5% 65.5% 49.3% 50.7% 41.1% 58.9%
Grand
Total 296 561 337 347 633 908
Percent 34.5% 65.5% 49.3% 50.7% 41.1% 58.9%
ADT ADT 1,541 AADT 1,541

Lima Street Btwn
Sierra Madre Blvd & Orange Grove Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/15/2025 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 27 0 25
12:15 0 29 0 27
12:30 0 22 2 17
12:45 0 21 2 99 1 23 3 92 5 191
01:00 0 23 3 30
01:15 1 14 0 35
01:30 1 19 0 19
01:45 0 27 2 83 1 9 4 93 6 176
02:00 1 29 1 17
02:15 1 19 0 34
02:30 1 24 0 25
02:45 0 28 3 100 0 15 1 91 4 191
03:00 0 30 0 34
03:15 2 33 0 17
03:30 0 25 0 28
03:45 0 23 2 111 1 14 1 93 3 204
04:00 2 22 0 16
04:15 0 31 3 15
04:30 0 24 3 16
04:45 1 25 3 102 2 25 8 72 11 174
05:00 2 24 1 23
05:15 3 27 5 11
05:30 4 23 5 17
05:45 5 20 14 94 2 12 13 63 27 157
06:00 1 17 8 19
06:15 3 19 5 15
06:30 8 22 11 13
06:45 8 19 20 77 10 17 34 64 54 141
07:00 16 16 12 16
07:15 14 18 22 17
07:30 41 18 21 14
07:45 27 15 98 67 48 11 103 58 201 125
08:00 27 11 45 12
08:15 26 13 25 10
08:30 28 9 17 9
08:45 27 9 108 42 28 9 115 40 223 82
09:00 28 7 11 8
09:15 16 8 17 7
09:30 18 12 20 2
09:45 21 7 83 34 17 3 65 20 148 54
10:00 23 4 23 3
10:15 28 7 26 2
10:30 16 4 24 3
10:45 14 4 81 19 21 1 94 9 175 28
11:00 15 6 25 2
11:15 23 1 23 1
11:30 19 0 18 1
11:45 24 1 81 8 14 1 80 5 161 13
Total 497 836 521 700 1018 1536
Percent 37.3% 62.7% 42.7% 57.3% 39.9% 60.1%
Grand
Total 497 836 521 700 1018 1536
Percent 37.3% 62.7% 42.7% 57.3% 39.9% 60.1%
ADT ADT 2,554 AADT 2,554

Michillinda Avenue Btwn
Sierra Madre Blvd & North City Limit

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/15/2025 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 34 3 66
12:15 2 14 2 53
12:30 2 8 3 49
12:45 1 6 8 62 1 65 9 233 17 295
01:00 2 14 2 52
01:15 0 39 0 43
01:30 1 43 2 39
01:45 0 46 3 142 0 77 4 211 7 353
02:00 0 52 1 51
02:15 1 60 0 80
02:30 0 48 0 64
02:45 0 34 1 194 0 69 1 264 2 458
03:00 1 43 0 81
03:15 0 39 0 91
03:30 1 30 1 62
03:45 0 36 2 148 1 62 2 296 4 444
04:00 0 38 0 63
04:15 0 32 2 36
04:30 1 42 2 47
04:45 1 36 2 148 3 29 7 175 9 323
05:00 0 32 3 52
05:15 1 52 6 63
05:30 4 29 12 42
05:45 5 38 10 151 13 49 34 206 44 357
06:00 3 39 15 39
06:15 12 32 21 29
06:30 7 26 27 38
06:45 13 43 35 140 32 38 95 144 130 284
07:00 20 23 41 28
07:15 22 22 48 27
07:30 28 22 62 18
07:45 53 15 123 82 102 27 253 100 376 182
08:00 52 22 107 18
08:15 61 15 87 25
08:30 56 14 89 15
08:45 55 20 224 71 69 13 352 71 576 142
09:00 43 21 57 33
09:15 40 11 56 16
09:30 31 11 44 13
09:45 46 20 160 63 44 7 201 69 361 132
10:00 42 16 52 7
10:15 40 7 42 6
10:30 32 6 35 3
10:45 45 12 159 41 53 3 182 19 341 60
11:00 36 6 45 3
11:15 47 9 55 5
11:30 39 4 55 2
11:45 39 3 161 22 57 1 212 11 373 33
Total 888 1264 1352 1799 2240 3063
Percent 41.3% 58.7% 42.9% 57.1% 42.2% 57.8%
Grand
Total 888 1264 1352 1799 2240 3063
Percent 41.3% 58.7% 42.9% 57.1% 42.2% 57.8%
ADT ADT 5,303 AADT 5,303

Michillinda Avenue Btwn
Sierra Madre Blvd & Orange Grove Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/15/2025 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 9 124 8 127
12:15 4 130 6 113
12:30 5 84 3 102
12:45 4 92 22 430 3 107 20 449 42 879
01:00 4 80 1 99
01:15 1 79 2 101
01:30 4 57 2 116
01:45 3 82 12 298 1 106 6 422 18 720
02:00 0 76 0 122
02:15 0 104 0 164
02:30 0 133 0 160
02:45 1 146 1 459 1 230 1 676 2 1135
03:00 0 129 1 298
03:15 3 118 0 248
03:30 2 102 2 265
03:45 2 137 7 486 3 292 6 1103 13 1589
04:00 2 114 1 286
04:15 2 109 2 235
04:30 3 121 5 220
04:45 4 121 11 465 6 192 14 933 25 1398
05:00 4 97 9 235
05:15 3 101 10 220
05:30 12 93 12 206
05:45 23 100 42 391 27 214 58 875 100 1266
06:00 24 112 22 248
06:15 36 86 27 179
06:30 54 70 44 150
06:45 68 77 182 345 41 137 134 714 316 1059
07:00 86 59 58 109
07:15 105 69 91 97
07:30 141 58 117 73
07:45 197 62 529 248 137 69 403 348 932 596
08:00 177 67 212 58
08:15 131 56 164 104
08:30 136 55 138 117
08:45 109 37 553 215 128 78 642 357 1195 572
09:00 107 48 101 45
09:15 84 42 82 31
09:30 89 35 92 35
09:45 86 42 366 167 74 32 349 143 715 310
10:00 92 28 77 22
10:15 79 25 84 24
10:30 91 27 106 25
10:45 73 26 335 106 93 10 360 81 695 187
11:00 71 13 113 20
11:15 89 17 112 12
11:30 95 10 111 12
11:45 85 4 340 44 86 8 422 52 762 96
Total 2400 3654 2415 6153 4815 9807
Percent 39.6% 60.4% 28.2% 71.8% 32.9% 67.1%
Grand
Total 2400 3654 2415 6153 4815 9807
Percent 39.6% 60.4% 28.2% 71.8% 32.9% 67.1%
ADT ADT 14,622 AADT 14,622

Mountain Trail Avenue Btwn
Sierra Madre Blvd & Mira Monte Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/15/2025 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 28 1 31
12:15 3 32 0 31
12:30 2 22 1 24
12:45 2 20 10 102 0 27 2 113 12 215
01:00 0 19 0 19
01:15 2 22 0 28
01:30 1 23 0 18
01:45 1 24 4 88 0 27 0 92 4 180
02:00 0 23 0 28
02:15 2 21 0 16
02:30 0 27 0 20
02:45 0 38 2 109 1 21 1 85 3 194
03:00 1 15 0 42
03:15 0 24 0 22
03:30 0 17 1 17
03:45 0 16 1 72 0 20 1 101 2 173
04:00 1 18 0 27
04:15 0 14 1 14
04:30 2 14 2 22
04:45 0 18 3 64 3 28 6 91 9 155
05:00 0 27 6 19
05:15 0 16 7 27
05:30 2 31 5 22
05:45 1 26 3 100 7 18 25 86 28 186
06:00 3 32 16 12
06:15 3 24 10 17
06:30 8 29 13 18
06:45 8 18 22 103 18 11 57 58 79 161
07:00 3 21 21 16
07:15 8 21 19 16
07:30 30 18 39 6
07:45 32 13 73 73 54 7 133 45 206 118
08:00 35 15 38 11
08:15 20 13 25 9
08:30 29 13 26 5
08:45 23 19 107 60 19 3 108 28 215 88
09:00 21 11 22 12
09:15 16 16 25 6
09:30 15 13 25 4
09:45 21 8 73 48 26 2 98 24 171 72
10:00 23 7 19 3
10:15 16 6 20 6
10:30 16 7 21 2
10:45 22 4 77 24 27 3 87 14 164 38
11:00 20 8 27 2
11:15 13 4 19 3
11:30 17 6 26 0
11:45 21 6 71 24 35 1 107 6 178 30
Total 446 867 625 743 1071 1610
Percent 34.0% 66.0% 45.7% 54.3% 39.9% 60.1%
Grand
Total 446 867 625 743 1071 1610
Percent 34.0% 66.0% 45.7% 54.3% 39.9% 60.1%
ADT ADT 2,681 AADT 2,681

Mountain Trail Avenue Btwn
Sierra Madre Blvd & Orange Grove Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/15/2025 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 46 1 70
12:15 6 45 1 43
12:30 4 29 2 33
12:45 2 28 16 148 0 49 4 195 20 343
01:00 1 23 0 27
01:15 3 30 0 36
01:30 1 33 0 30
01:45 1 38 6 124 0 45 0 138 6 262
02:00 1 33 1 36
02:15 0 30 0 40
02:30 0 56 0 36
02:45 0 70 1 189 1 47 2 159 3 348
03:00 1 40 2 71
03:15 0 33 0 43
03:30 0 27 1 38
03:45 0 24 1 124 0 40 3 192 4 316
04:00 1 32 0 44
04:15 0 23 1 48
04:30 2 22 2 34
04:45 1 38 4 115 6 43 9 169 13 284
05:00 0 31 7 45
05:15 1 32 13 39
05:30 5 48 8 41
05:45 5 31 11 142 8 29 36 154 47 296
06:00 2 33 21 20
06:15 7 26 10 39
06:30 16 36 23 37
06:45 19 24 44 119 27 22 81 118 125 237
07:00 14 25 25 31
07:15 22 28 26 29
07:30 65 26 52 16
07:45 101 15 202 94 80 11 183 87 385 181
08:00 88 24 73 17
08:15 47 19 42 14
08:30 49 20 31 8
08:45 37 19 221 82 29 8 175 47 396 129
09:00 34 10 31 17
09:15 17 20 40 14
09:30 22 18 31 5
09:45 29 10 102 58 34 4 136 40 238 98
10:00 37 11 42 6
10:15 23 7 27 7
10:30 24 10 34 6
10:45 40 7 124 35 39 3 142 22 266 57
11:00 31 7 36 1
11:15 25 6 32 3
11:30 26 6 28 1
11:45 46 6 128 25 39 2 135 7 263 32
Total 860 1255 906 1328 1766 2583
Percent 40.7% 59.3% 40.6% 59.4% 40.6% 59.4%
Grand
Total 860 1255 906 1328 1766 2583
Percent 40.7% 59.3% 40.6% 59.4% 40.6% 59.4%
ADT ADT 4,349 AADT 4,349

Orange Grove Avenue Btwn
Baldwin Avenue & Michillinda Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/15/2025 East Hour Totals West Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 67 1 87
12:15 2 54 1 79
12:30 2 50 1 47
12:45 1 57 8 228 2 49 5 262 13 490
01:00 1 49 0 45
01:15 1 49 0 54
01:30 1 59 1 50
01:45 2 60 5 217 1 43 2 192 7 409
02:00 1 57 0 60
02:15 1 62 1 65
02:30 0 74 0 64
02:45 0 92 2 285 0 68 1 257 3 542
03:00 0 134 0 74
03:15 2 118 0 75
03:30 0 125 0 77
03:45 0 130 2 507 0 90 0 316 2 823
04:00 1 160 0 66
04:15 0 118 0 63
04:30 2 133 4 70
04:45 1 121 4 532 3 69 7 268 11 800
05:00 1 153 2 80
05:15 3 159 3 63
05:30 4 136 5 57
05:45 9 128 17 576 3 78 13 278 30 854
06:00 4 114 10 73
06:15 5 128 13 70
06:30 9 92 22 66
06:45 14 78 32 412 20 60 65 269 97 681
07:00 11 56 41 49
07:15 26 42 63 34
07:30 40 56 127 44
07:45 67 38 144 192 184 40 415 167 559 359
08:00 86 35 200 23
08:15 48 25 146 24
08:30 44 22 151 24
08:45 56 24 234 106 150 22 647 93 881 199
09:00 49 25 111 23
09:15 34 14 63 20
09:30 40 19 46 7
09:45 32 13 155 71 55 11 275 61 430 132
10:00 32 14 54 12
10:15 49 9 52 3
10:30 30 8 48 6
10:45 49 5 160 36 51 6 205 27 365 63
11:00 41 6 62 6
11:15 42 2 44 2
11:30 54 7 66 0
11:45 55 4 192 19 72 1 244 9 436 28
Total 955 3181 1879 2199 2834 5380
Percent 23.1% 76.9% 46.1% 53.9% 34.5% 65.5%
Grand
Total 955 3181 1879 2199 2834 5380
Percent 23.1% 76.9% 46.1% 53.9% 34.5% 65.5%
ADT ADT 8,214 AADT 8,214

Orange Grove Avenue Btwn
Baldwin Avenue & East City Limit

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/15/2025 East Hour Totals West Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 42 0 34
12:15 3 35 2 28
12:30 2 33 1 26
12:45 2 45 9 155 0 21 3 109 12 264
01:00 1 36 1 25
01:15 2 40 0 27
01:30 0 29 0 25
01:45 1 46 4 151 4 23 5 100 9 251
02:00 1 49 0 38
02:15 0 55 0 30
02:30 0 81 0 51
02:45 0 73 1 258 0 58 0 177 1 435
03:00 1 104 0 38
03:15 0 124 0 41
03:30 0 118 1 48
03:45 0 115 1 461 0 48 1 175 2 636
04:00 1 134 2 34
04:15 1 139 0 32
04:30 0 128 1 23
04:45 4 99 6 500 1 28 4 117 10 617
05:00 1 138 1 39
05:15 3 158 1 33
05:30 5 153 5 38
05:45 7 123 16 572 11 28 18 138 34 710
06:00 3 101 3 21
06:15 4 124 14 32
06:30 4 84 18 19
06:45 19 62 30 371 26 33 61 105 91 476
07:00 11 62 28 20
07:15 10 22 55 22
07:30 22 21 92 10
07:45 47 24 90 129 96 17 271 69 361 198
08:00 49 22 73 15
08:15 29 15 116 13
08:30 32 11 159 13
08:45 27 9 137 57 96 7 444 48 581 105
09:00 31 15 65 18
09:15 24 14 41 9
09:30 28 5 41 8
09:45 29 6 112 40 31 7 178 42 290 82
10:00 37 10 29 4
10:15 31 10 31 4
10:30 38 3 29 5
10:45 44 4 150 27 34 3 123 16 273 43
11:00 42 1 36 5
11:15 23 1 39 1
11:30 32 7 25 2
11:45 27 3 124 12 35 3 135 11 259 23
Total 680 2733 1243 1107 1923 3840
Percent 19.9% 80.1% 52.9% 47.1% 33.4% 66.6%
Grand
Total 680 2733 1243 1107 1923 3840
Percent 19.9% 80.1% 52.9% 47.1% 33.4% 66.6%
ADT ADT 5,763 AADT 5,763

Santa Anita Avenue Btwn
Grand View Avenue & Arno Drive

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/15/2025 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 6 0 15
12:15 2 15 0 8
12:30 0 5 0 17
12:45 0 9 2 35 0 6 0 46 2 81
01:00 0 9 0 8
01:15 0 15 0 7
01:30 0 12 0 15
01:45 0 12 0 48 0 11 0 41 0 89
02:00 1 15 0 16
02:15 0 5 0 7
02:30 0 13 0 18
02:45 0 8 1 41 0 10 0 51 1 92
03:00 0 10 0 16
03:15 0 8 0 7
03:30 0 13 2 6
03:45 0 9 0 40 0 8 2 37 2 77
04:00 0 7 0 6
04:15 1 4 1 6
04:30 0 9 0 11
04:45 0 15 1 35 1 12 2 35 3 70
05:00 0 13 0 7
05:15 1 4 1 8
05:30 3 7 1 7
05:45 3 5 7 29 1 10 3 32 10 61
06:00 3 8 3 15
06:15 6 8 3 8
06:30 3 4 2 5
06:45 8 3 20 23 3 7 11 35 31 58
07:00 9 9 2 7
07:15 16 4 13 13
07:30 8 10 5 10
07:45 11 1 44 24 8 11 28 41 72 65
08:00 21 5 13 12
08:15 5 10 4 5
08:30 12 1 7 0
08:45 20 3 58 19 4 2 28 19 86 38
09:00 13 5 4 4
09:15 14 5 4 0
09:30 12 1 10 0
09:45 14 5 53 16 8 0 26 4 79 20
10:00 6 2 7 2
10:15 14 0 3 2
10:30 10 2 20 0
10:45 6 2 36 6 13 3 43 7 79 13
11:00 9 1 15 0
11:15 5 2 9 1
11:30 14 0 11 1
11:45 9 1 37 4 8 0 43 2 80 6
Total 259 320 186 350 445 670
Percent 44.7% 55.3% 34.7% 65.3% 39.9% 60.1%
Grand
Total 259 320 186 350 445 670
Percent 44.7% 55.3% 34.7% 65.3% 39.9% 60.1%
ADT ADT 1,115 AADT 1,115

Sierra Madre Boulevard Btwn
Lima Street & Michillinda Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/15/2025 East Hour Totals West Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 97 2 87
12:15 1 81 4 90
12:30 1 76 3 81
12:45 2 65 7 319 1 64 10 322 17 641
01:00 1 87 2 67
01:15 0 71 1 52
01:30 1 75 2 47
01:45 1 96 3 329 0 56 5 222 8 551
02:00 1 96 1 69
02:15 0 92 1 80
02:30 0 89 0 79
02:45 0 125 1 402 1 75 3 303 4 705
03:00 1 110 2 91
03:15 1 114 0 84
03:30 1 116 1 79
03:45 0 143 3 483 0 72 3 326 6 809
04:00 2 131 0 69
04:15 1 121 2 56
04:30 1 106 3 70
04:45 2 128 6 486 1 62 6 257 12 743
05:00 5 116 3 73
05:15 4 125 6 62
05:30 5 155 4 50
05:45 16 135 30 531 10 52 23 237 53 768
06:00 8 100 3 59
06:15 11 114 11 51
06:30 17 79 16 54
06:45 32 74 68 367 28 62 58 226 126 593
07:00 20 51 42 64
07:15 40 58 45 34
07:30 62 41 80 44
07:45 83 38 205 188 120 29 287 171 492 359
08:00 93 27 109 27
08:15 73 41 111 38
08:30 62 43 101 19
08:45 66 24 294 135 80 28 401 112 695 247
09:00 57 35 68 20
09:15 53 29 56 20
09:30 63 31 51 17
09:45 72 19 245 114 55 20 230 77 475 191
10:00 49 25 75 18
10:15 59 14 51 14
10:30 52 13 48 7
10:45 74 16 234 68 43 7 217 46 451 114
11:00 75 7 58 5
11:15 84 9 62 1
11:30 89 5 64 6
11:45 94 3 342 24 57 7 241 19 583 43
Total 1438 3446 1484 2318 2922 5764
Percent 29.4% 70.6% 39.0% 61.0% 33.6% 66.4%
Grand
Total 1438 3446 1484 2318 2922 5764
Percent 29.4% 70.6% 39.0% 61.0% 33.6% 66.4%
ADT ADT 8,686 AADT 8,686

Sierra Madre Boulevard Btwn
Baldwin Avenue & Lima Street

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/15/2025 East Hour Totals West Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 89 1 100
12:15 0 80 1 95
12:30 0 86 1 76
12:45 2 67 2 322 2 53 5 324 7 646
01:00 0 86 2 56
01:15 0 75 0 38
01:30 0 65 2 51
01:45 0 99 0 325 0 64 4 209 4 534
02:00 0 102 0 68
02:15 0 86 1 96
02:30 0 107 1 74
02:45 0 100 0 395 0 70 2 308 2 703
03:00 0 111 0 92
03:15 0 115 0 86
03:30 2 116 1 70
03:45 0 128 2 470 0 79 1 327 3 797
04:00 0 130 1 74
04:15 1 129 1 71
04:30 1 103 1 74
04:45 0 144 2 506 3 71 6 290 8 796
05:00 7 113 2 67
05:15 7 142 4 54
05:30 5 147 5 55
05:45 11 139 30 541 7 60 18 236 48 777
06:00 12 107 9 65
06:15 10 123 16 61
06:30 10 86 20 57
06:45 24 67 56 383 27 67 72 250 128 633
07:00 19 49 37 62
07:15 34 60 39 42
07:30 62 48 82 32
07:45 118 42 233 199 119 21 277 157 510 356
08:00 107 29 118 34
08:15 67 38 105 25
08:30 55 34 108 24
08:45 72 27 301 128 91 24 422 107 723 235
09:00 54 32 78 28
09:15 60 31 61 25
09:30 59 30 65 17
09:45 65 21 238 114 46 22 250 92 488 206
10:00 55 21 72 16
10:15 57 17 54 6
10:30 57 7 56 11
10:45 75 11 244 56 54 10 236 43 480 99
11:00 72 11 65 7
11:15 92 5 74 3
11:30 83 4 68 1
11:45 112 6 359 26 56 1 263 12 622 38
Total 1467 3465 1556 2355 3023 5820
Percent 29.7% 70.3% 39.8% 60.2% 34.2% 65.8%
Grand
Total 1467 3465 1556 2355 3023 5820
Percent 29.7% 70.3% 39.8% 60.2% 34.2% 65.8%
ADT ADT 8,843 AADT 8,843

Sierra Madre Boulevard Btwn
Baldwin Avenue & East City Limit

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/15/2025 East Hour Totals West Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 76 4 152
12:15 2 60 2 81
12:30 1 46 2 43
12:45 1 35 4 217 0 43 8 319 12 536
01:00 0 39 0 32
01:15 1 40 0 34
01:30 0 31 0 31
01:45 1 45 2 155 0 37 0 134 2 289
02:00 0 51 0 37
02:15 0 64 1 41
02:30 0 59 0 54
02:45 0 50 0 224 0 64 1 196 1 420
03:00 1 64 0 49
03:15 1 73 0 56
03:30 0 69 0 56
03:45 0 63 2 269 0 62 0 223 2 492
04:00 0 74 1 65
04:15 0 91 0 63
04:30 0 88 1 49
04:45 1 81 1 334 5 63 7 240 8 574
05:00 4 99 3 70
05:15 6 97 6 72
05:30 6 121 8 82
05:45 4 114 20 431 8 72 25 296 45 727
06:00 7 71 15 70
06:15 5 85 21 79
06:30 8 49 25 61
06:45 11 41 31 246 24 64 85 274 116 520
07:00 18 31 42 70
07:15 19 29 47 37
07:30 43 25 87 40
07:45 93 22 173 107 137 40 313 187 486 294
08:00 142 18 162 20
08:15 63 25 118 19
08:30 44 28 109 11
08:45 40 25 289 96 84 19 473 69 762 165
09:00 26 17 57 18
09:15 18 16 34 11
09:30 37 9 48 14
09:45 28 22 109 64 49 10 188 53 297 117
10:00 39 12 61 13
10:15 28 9 61 6
10:30 41 2 40 7
10:45 24 4 132 27 49 5 211 31 343 58
11:00 37 3 40 3
11:15 52 6 36 5
11:30 59 2 49 3
11:45 76 1 224 12 48 3 173 14 397 26
Total 987 2182 1484 2036 2471 4218
Percent 31.1% 68.9% 42.2% 57.8% 36.9% 63.1%
Grand
Total 987 2182 1484 2036 2471 4218
Percent 31.1% 68.9% 42.2% 57.8% 36.9% 63.1%
ADT ADT 6,689 AADT 6,689

Sunnyside Avenue Btwn
Sierra Madre Blvd & North City Limit

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/15/2025 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 20 0 12
12:15 0 13 0 11
12:30 1 21 0 8
12:45 0 7 1 61 0 11 0 42 1 103
01:00 0 15 0 6
01:15 1 6 0 6
01:30 1 11 0 4
01:45 0 11 2 43 0 8 0 24 2 67
02:00 0 11 0 9
02:15 0 27 0 10
02:30 0 5 0 21
02:45 0 22 0 65 0 4 0 44 0 109
03:00 0 20 0 9
03:15 0 13 1 17
03:30 1 13 1 4
03:45 0 9 1 55 0 5 2 35 3 90
04:00 0 10 0 6
04:15 0 6 0 9
04:30 0 5 0 4
04:45 1 8 1 29 1 5 1 24 2 53
05:00 0 12 0 2
05:15 0 16 0 0
05:30 0 11 1 4
05:45 2 8 2 47 2 1 3 7 5 54
06:00 1 6 0 2
06:15 2 13 0 1
06:30 2 3 0 7
06:45 1 5 6 27 5 4 5 14 11 41
07:00 1 3 3 1
07:15 4 6 2 1
07:30 19 3 8 3
07:45 32 2 56 14 13 1 26 6 82 20
08:00 17 0 16 5
08:15 10 6 7 4
08:30 11 5 9 2
08:45 10 3 48 14 6 3 38 14 86 28
09:00 5 9 6 3
09:15 3 1 6 1
09:30 4 5 3 1
09:45 3 0 15 15 6 2 21 7 36 22
10:00 4 1 6 0
10:15 8 2 7 1
10:30 5 2 4 1
10:45 5 2 22 7 2 0 19 2 41 9
11:00 7 1 2 1
11:15 9 1 5 0
11:30 10 0 9 0
11:45 25 1 51 3 23 0 39 1 90 4
Total 205 380 154 220 359 600
Percent 35.0% 65.0% 41.2% 58.8% 37.4% 62.6%
Grand
Total 205 380 154 220 359 600
Percent 35.0% 65.0% 41.2% 58.8% 37.4% 62.6%
ADT ADT 959 AADT 959

Sunnyside Avenue Btwn
Sierra Madre Blvd & Orange Grove Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/15/2025 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 8 1 14
12:15 0 5 0 15
12:30 1 5 0 7
12:45 0 5 3 23 0 8 1 44 4 67
01:00 0 11 0 10
01:15 1 12 0 7
01:30 0 10 0 12
01:45 0 11 1 44 0 6 0 35 1 79
02:00 0 7 0 9
02:15 0 19 0 12
02:30 0 13 0 10
02:45 0 12 0 51 0 23 0 54 0 105
03:00 0 11 0 35
03:15 0 8 0 15
03:30 0 7 0 10
03:45 0 12 0 38 0 13 0 73 0 111
04:00 0 8 0 18
04:15 0 11 0 12
04:30 0 5 1 10
04:45 0 11 0 35 2 12 3 52 3 87
05:00 0 10 0 7
05:15 0 15 0 9
05:30 0 4 1 10
05:45 0 14 0 43 1 10 2 36 2 79
06:00 2 12 0 12
06:15 2 9 2 8
06:30 2 3 5 8
06:45 1 7 7 31 3 2 10 30 17 61
07:00 4 8 5 9
07:15 7 4 8 6
07:30 9 9 19 3
07:45 14 3 34 24 33 6 65 24 99 48
08:00 12 9 40 7
08:15 7 6 16 3
08:30 8 2 18 1
08:45 9 4 36 21 15 1 89 12 125 33
09:00 7 5 6 2
09:15 5 7 9 2
09:30 14 7 7 4
09:45 4 3 30 22 5 1 27 9 57 31
10:00 5 1 6 3
10:15 9 2 11 3
10:30 8 0 3 1
10:45 3 1 25 4 11 0 31 7 56 11
11:00 5 3 4 0
11:15 8 0 4 1
11:30 7 0 12 3
11:45 7 0 27 3 7 2 27 6 54 9
Total 163 339 255 382 418 721
Percent 32.5% 67.5% 40.0% 60.0% 36.7% 63.3%
Grand
Total 163 339 255 382 418 721
Percent 32.5% 67.5% 40.0% 60.0% 36.7% 63.3%
ADT ADT 1,139 AADT 1,139

Woodland Drive Btwn
Sturtevant Drive & North City Limit

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/15/2025 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 8 0 4
12:15 0 8 0 6
12:30 0 3 0 4
12:45 2 6 2 25 0 4 0 18 2 43
01:00 1 5 0 8
01:15 0 7 0 7
01:30 0 10 0 5
01:45 0 4 1 26 0 6 0 26 1 52
02:00 0 5 0 4
02:15 0 7 0 8
02:30 0 7 0 5
02:45 0 8 0 27 0 10 0 27 0 54
03:00 0 6 1 9
03:15 0 5 0 10
03:30 0 9 0 3
03:45 0 8 0 28 0 9 1 31 1 59
04:00 0 3 0 8
04:15 0 4 1 7
04:30 0 7 1 5
04:45 0 11 0 25 1 1 3 21 3 46
05:00 0 12 0 7
05:15 0 9 2 5
05:30 1 8 4 6
05:45 1 7 2 36 3 5 9 23 11 59
06:00 0 10 4 5
06:15 1 12 2 3
06:30 1 7 4 5
06:45 1 9 3 38 8 6 18 19 21 57
07:00 2 6 10 2
07:15 2 10 10 5
07:30 3 8 13 4
07:45 4 4 11 28 13 1 46 12 57 40
08:00 2 5 10 3
08:15 3 4 4 1
08:30 4 5 11 0
08:45 1 3 10 17 8 1 33 5 43 22
09:00 4 6 10 2
09:15 2 5 7 0
09:30 4 4 4 0
09:45 8 2 18 17 9 0 30 2 48 19
10:00 6 3 8 5
10:15 8 3 6 4
10:30 2 0 5 2
10:45 6 0 22 6 5 0 24 11 46 17
11:00 3 1 9 0
11:15 1 0 4 0
11:30 5 0 4 0
11:45 3 2 12 3 5 1 22 1 34 4
Total 81 276 186 196 267 472
Percent 22.7% 77.3% 48.7% 51.3% 36.1% 63.9%
Grand
Total 81 276 186 196 267 472
Percent 22.7% 77.3% 48.7% 51.3% 36.1% 63.9%
ADT ADT 739 AADT 739

Baldwin Avenue Btwn
Highland Avenue & Carter Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/17/2025 North Hour Totals South Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 14 3 13
12:15 3 9 2 13
12:30 2 12 4 10
12:45 1 21 6 56 0 15 9 51 15 107
01:00 1 13 1 12
01:15 0 12 1 18
01:30 3 16 1 19
01:45 3 16 7 57 1 12 4 61 11 118
02:00 1 15 2 15
02:15 0 13 0 18
02:30 2 9 1 17
02:45 0 22 3 59 0 16 3 66 6 125
03:00 0 19 0 21
03:15 0 13 1 9
03:30 0 9 0 10
03:45 0 15 0 56 0 6 1 46 1 102
04:00 0 15 1 11
04:15 0 15 1 7
04:30 0 21 0 19
04:45 0 19 0 70 1 10 3 47 3 117
05:00 0 7 0 9
05:15 1 12 2 10
05:30 0 14 3 11
05:45 2 12 3 45 1 12 6 42 9 87
06:00 2 24 2 8
06:15 4 8 6 12
06:30 6 10 4 8
06:45 1 21 13 63 3 12 15 40 28 103
07:00 4 14 5 11
07:15 5 9 3 11
07:30 9 14 7 9
07:45 7 21 25 58 12 9 27 40 52 98
08:00 10 16 10 7
08:15 3 14 12 8
08:30 9 13 12 11
08:45 7 9 29 52 8 6 42 32 71 84
09:00 9 7 15 8
09:15 22 13 8 2
09:30 8 6 9 2
09:45 15 13 54 39 17 5 49 17 103 56
10:00 10 12 14 1
10:15 11 9 9 4
10:30 15 3 17 3
10:45 11 4 47 28 14 1 54 9 101 37
11:00 9 5 12 8
11:15 10 8 15 3
11:30 9 7 10 7
11:45 18 7 46 27 15 5 52 23 98 50
Total 233 610 265 474 498 1084
Percent 27.6% 72.4% 35.9% 64.1% 31.5% 68.5%
Grand
Total 233 610 265 474 498 1084
Percent 27.6% 72.4% 35.9% 64.1% 31.5% 68.5%
ADT ADT 1,582 AADT 1,582

Baldwin Avenue Btwn
Sierra Madre Boulevard & Highland Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM
Start 5/17/2025 North Hour Totals South Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 52 5 50
12:15 5 42 4 41
12:30 10 46 2 57
12:45 3 58 22 198 0 55 11 203 33 401
01:00 4 59 3 55
01:15 1 51 1 61
01:30 6 53 1 47
01:45 3 49 14 212 2 46 7 209 21 421
02:00 2 44 2 39
02:15 0 45 0 48
02:30 2 56 1 41
02:45 1 52 5 197 1 45 4 173 9 370
03:00 2 60 2 52
03:15 1 49 2 33
03:30 0 39 0 42
03:45 0 42 3 190 1 23 5 150 8 340
04:00 3 52 3 45
04:15 2 48 6 41
04:30 2 55 5 43
04:45 2 55 9 210 1 34 15 163 24 373
05:00 2 43 1 45
05:15 2 48 3 28
05:30 4 41 6 39
05:45 6 25 14 157 8 32 18 144 32 301
06:00 6 46 6 47
06:15 7 40 13 45
06:30 12 43 9 32
06:45 16 34 41 163 13 36 41 160 82 323
07:00 26 50 10 33
07:15 19 27 20 28
07:30 24 25 19 25
07:45 40 37 109 139 28 24 77 110 186 249
08:00 22 24 32 23
08:15 30 35 37 22
08:30 30 28 33 16
08:45 54 22 136 109 40 13 142 74 278 183
09:00 33 24 37 23
09:15 50 16 38 12
09:30 43 15 38 11
09:45 38 26 164 81 53 15 166 61 330 142
10:00 52 29 43 15
10:15 62 20 33 12
10:30 50 13 57 4
10:45 41 15 205 77 40 6 173 37 378 114
11:00 47 6 44 12
11:15 60 11 51 2
11:30 47 16 65 10
11:45 51 12 205 45 47 7 207 31 412 76
Total 927 1778 866 1515 1793 3293
Percent 34.3% 65.7% 36.4% 63.6% 35.3% 64.7%
Grand
Total 927 1778 866 1515 1793 3293
Percent 34.3% 65.7% 36.4% 63.6% 35.3% 64.7%
ADT ADT 5,086 AADT 5,086