The 12-month compliance plan payment as specified in
subparagraph (c)(5)(E) that includes this phase one period shall be reconciled so as not to include the phase one payment.
(G) For the last and remaining 6-month period of the condensing furnace final alternate compliance plan ending on September 30, 2019, Redlands Regular Meeting of 05-20-2025 298 of 1269
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specified in Table 2, submits a report signed by the responsible official for the manufacturer identifying by model number the quantity of Rule 1111 fan-type central furnaces - condensing furnaces actually distributed or sold into South Coast AQMD and a check for payment of mitigation fees to the South Coast AQMD no later than October 30, 2019.
(de) Certification
(1) The manufacturer shall have each appliance Furnace model that is required to be certified to meet Table 1 emission limits tested in accordance with the following:
(A) Oxides of nitrogenNOx measurements, test equipment, and other required test procedures shall be in accordance with South Coast AQMD Method 100.1.; and
(B) Operation of the furnace Furnace shall be in accordance with the procedures specified in:
(i) Section 4.0 of Code of Federal Regulations, Title 10, Part 430, Subpart B, Appendix N.; or
(ii) South Coast AQMD Rule 1111 Nitrogen Oxides Emissions Compliance Testing for Natural Gas-Fired, Fan-Type
Central Furnaces certification protocol.
(2) One of the two formulas shown below shall be used to determine the nanograms of oxides of nitrogenNOx per joule of useful heat delivered to the heated space:Useful Heat Delivered to the Heated Space:
N = 4.566 x 104 x P x U, N = 3.655 x 1010 x P
H x C x E (20.9-Y) x Z x E
Where:
N = nanograms ng/J of emitted oxides of nitrogenNOx per joule of useful heat.
P = concentration (parts per million byppm volume) of oxides of nitrogen NOx in flue gas as tested.
U = volume percent carbon dioxide (CO2) in water-free flue gas for stoichiometric combustion.
H = gross heating value of fuel, BTU/cu.ft. Btu/ft
3 (60oF, 30-in. Hg).
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C = measured volume percent of CO2in water-free flue gas, assuming complete combustion and no carbon monoxide CO present.
E = AFUE, percent
Y = volume percent of oxygen O2in flue gas.
Z = heating value of gas, joules/cu. meter J/m3 (0.0oC, 1 ATMatmosphere).
(3) Prior to the date a furnace model is first shipped to a location in the South Coast AQMD for use in the South Coast AQMD, the manufacturer shall obtain Executive Officer’s approval for the emission test protocol and emission test results verifying compliance with the applicable NOx limit specified in Table 1, submitting the followingWhen applying for certification of Furnaces, the manufacturer shall submit to the Executive Officer the following:
(A) A statement that indicating the model is in compliance with subdivision (c)(d) that is (The statement shall be signed and dated by a responsible official Responsible Official, and dated, and shall attesting to the accuracy of all statements.);
(B) General Information, including:
(i) Name and address of manufacturer.;
(ii) Brand name; and.
(iii) Model number, as it appears on the furnace Furnace rating plate.;
(C) A description of the furnace Furnace and specifications for each model being certified.; and
(D) A source test report verifying compliance with the emission limits in subdivision (d) for each model to be certified. The source test report shall contain all the elements identified in the procedures specified in (e)(2) for each unit tested.
(4) When applying for certification of Furnaces, the manufacturer shall submit the items identified in paragraph (e)(3) no more than 180 days after the date of the source test identified in subparagraph (e)(3)(D). (e) Identification of Compliant Units
(1) The manufacturer of the furnace complying with subdivisions (c) and (d) shall display the following on the shipping container label and rating plate of the furnaceFurnace:
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(A) Model number;
(B) Heat input capacity;
(C) Applicable NOx emission limit in Table 1; and
(D) Date of manufacture or date code.
(2) Any non-certified furnace shipped to a location in the South Coast AQMD for distribution or sale outside of the South Coast AQMD shall have a label on the shipping container identifying the furnace as not certified for use in the South Coast AQMD.
(3) Consumer Notification Requirement
(A) For the purposes of subparagraph (e)(3)(B), “Informative Materials” shall mean the following:
(i) The consumer brochure for the furnace;
(ii) The technical specification sheet for the furnace; and (iii) The manufacturer’s website that promotes, discusses, or lists the furnace.
(B) Effective October 1, 2018, for any furnace that is for distribution or sale inside of the South Coast that is using an alternate compliance plan in lieu of meeting the 14 ng/J certification limit, a manufacturer shall only distribute or publish Informative Materials that clearly display the following language: “If installed in South Coast AQMD only: This furnace does not meet the South Coast AQMD Rule 1111 NOx emission limit (14 ng/J), and thus is subject to a mitigation fee of up to $450. This furnace is not eligible for the Clean Air Furnace Rebate Program: www.CleanAirFurnaceRebate.com.”
(C) A manufacturer may use alternative language in lieu of subparagraph (e)(3)(B), provided the alternative language is:
(i) Similar to the language in subparagraph (e)(3)(B);
(ii) Submitted to the Executive Officer by August 1, 2018; and (iii) Approved by the Executive Officer no later than August 31, 2018.
The manufacturer shall use the language in subparagraph (e)(3)(B) if the alternative language is not approved.
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(f) Alternative Compliance Options
(1) Mitigation Fee Alternative Compliance Option for Mobile Home Furnaces A manufacturer of Mobile Home Furnaces may elect to pay a per unit mitigation fee for selling or enabling distributors, retailers, Resellers, or Installers to sell Mobile Home Furnaces certified to emit 40 ng/J or less of NOx in lieu of complying with the 14 ng/J NOx emission limit in Table 1, provided the manufacturer complies with the following requirements:
(A) Pays a per unit mitigation fee of:
(i) Until September 30, 2025, $150 for each Mobile Home Furnace distributed or sold into or within the South Coast AQMD; and
(ii) On and after October 1, 2025, $100 for each Mobile Home Furnace distributed or sold into or within the South Coast AQMD;
(B) Submits an alternative compliance plan, no later than August 1 st, for
each 12-month time period that begins on October 1 during which the manufacturer elects to pay the mitigation fee in lieu of meeting the NOx emission limit that includes:
(i) A letter with the name of the manufacturer requesting the Mobile Home mitigation fee compliance option signed by a Responsible Official and the 12-month alternate compliance period that the mitigation fees cover;
(ii) An estimate of the quantity of applicable Mobile Home Furnace to be distributed or sold into or within the South Coast AQMD during the alternate compliance period, which estimate shall be based on total distribution and sales records or invoices of Mobile Home Furnaces that were distributed or sold into or within the South Coast AQMD during the 12- month period of July 1 to June 30 prior to the applicable compliance date, along with supporting documentation;
(iii) A complete South Coast AQMD Form 400A with company name, identification that application is for an alternative compliance plan (section 7 of form), identification that the request is for the Rule 1111 mitigation fee compliance
option (section 9 of form), and signature of the Responsible Official; and
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(iv) Payment for the alternate compliance plan filing fee pursuant to Rule 306– Plan Fees.
(C) Submits to the Executive Officer a report signed by the Responsible Official for the manufacturer, no later than 90 days after the end of each 12-month mitigation fee alternate compliance period, that shall for the applicable 12-month alternate compliance period:
(i) Identify each model number and the quantity of Mobile Home Furnaces distributed or sold into or within South
Coast AQMD; and
(ii) Include the payment of mitigation fees.
(2) Zero-Emission Manufacturer (ZEM) Alternative Compliance Option Any manufacturer of Furnaces subject to this rule may elect to comply with the ZEM Alternative Compliance Option in lieu of complying with paragraph (d)(2) provided:
(A) The manufacturer submits an alternative compliance plan, no later than November 1, 2026, that includes:
(i) A letter with the name of the manufacturer requesting the ZEM alternative compliance option signed by a Responsible Official;
(ii) A complete South Coast AQMD Form 400A with company name, indicating the application is for a compliance plan (section 7 of form), indicating the request is for the “Rule 1111 ZEM alternative compliance option” (section 9 of
form), and signature of the Responsible Official; and
(iii) Payment for the alternate compliance plan filing fee pursuant to Rule 306– Plan Fees.
(B) The manufacturer sells, or enables distributors, retailers, Resellers, or Installers to sell, Zero-NOx Emission Units into or within the South Coast AQMD at a percentage greater than or equal to the Zero-NOx Emission Unit Sales Target specified in Table 3; (C) The Furnaces sold under this alternative compliance option are certified to emit 14 ng/J or less of NOx;
(D) The manufacturer pays $100 mitigation fee for each Furnace sold; and
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(E) The manufacturer submits a report and mitigation fee payment pursuant to paragraph (g)(2) no later than 90 days after the end of each calendar year utilizing this alternative compliance option.
Table 3 – ZEM Alternative Compliance Option Targets and Mitigation Fee Schedule Compliance phase Phase 1 Phase 2 Phase 3 Phase 4
Calendar Years 2027 - 2028 2029 - 2032 2033-2035 2036 and after
Zero-NOx Emission Unit
Sales Target1 30 percent 50 percent 75 percent 90 percent Furnace Sales Target 70 percent 50 percent 25 percent 10 percent Mitigation Fee for Furnaces
Sold Over Target
($ per Furnace)
$500 $600 $700 $800
1 Sales target represents the percent of Zero-NOx Emission Units a manufacturer sells in a calendar year into or within the South Coast AQMD compared to the total number of furnaces and Zero-NOx Emission Units sales in a calendar year into or within the South Coast AQMD.
(3) ZEM Alternative Compliance Option Sales Target Deviation Any manufacturer of Furnaces subject to this rule that elects to comply with the ZEM Alternative Compliance Option pursuant to paragraph (f)(2) that deviates from the applicable Sales Targets in Table 3 shall:
(A) If the annual percentage of Furnaces sold is greater than the applicable calendar year Furnace Sales Target specified in Table 3, pay the mitigation fee specified in Table 3 for each Furnace sold above the sales target; or
(B) If the annual percentage of Zero-NOx Emission Units sold is greater than the applicable calendar year Zero-NOx Emission Unit Sales Target specified in Table 3, apply a discount to their annual mitigation fee required pursuant to subparagraph (f)(2)(D) according to the following equation:
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𝐷𝑖𝑠𝑐𝑜𝑢𝑛𝑡𝑒𝑑 𝑀𝑖𝑡𝑖𝑔𝑎𝑡𝑖𝑜𝑛 𝐹𝑒𝑒 = 𝐹 − 𝐹 ×
(𝑃−𝑇)
(100−𝑇)
Where:
F = Annual Mitigation Fee
P = Reported Percent Zero-NOx Emission Units
T = Sales Target
(g) Labeling, Reporting, and Recordkeeping
(1) Labeling Requirements for Mobile Home Furnace
(A) For any Mobile Home Furnace that is for distribution or sale inside of the South Coast AQMD that is using an alternative compliance plan in lieu of meeting the 14 ng/J certification limit, a manufacturer shall distribute or publish Informative Materials that clearly display the following language: “If installed in South Coast AQMD only:
This furnace does not meet the South Coast AQMD Rule 1111 NOx emission limit (14 ng/J), and thus is subject to a mitigation fee of $150 before September 30, 2025, and $100 thereafter.”
(B) For the purposes of subparagraph (g)(1)(A), “Informative Materials” shall mean the following:
(i) The consumer brochure for the Furnace;
(ii) The technical specification sheet for the Furnace; and (iii) The manufacturer’s website that promotes, discusses, or lists the Furnace.
(C) A manufacturer may use alternative language in lieu of subparagraph (g)(1)(A), provided the alternative language is:
(i) Similar to the language in subparagraph (g)(1)(A); and (ii) Submitted to the Executive Officer no later than [90 days after Date of Rule Adoption].
(D) The manufacturer shall use the language in subparagraph (g)(1)(A) if the alternative language is not approved.
(2) Reporting and Recordkeeping Requirements for ZEM Alternative Compliance Option
The manufacturer of a Furnace supplied or offered for use within the South Coast AQMD in accordance with the ZEM alternative compliance option in paragraph (f)(2) shall:
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(A) Submit to the Executive Officer a report, signed by the Responsible Official for the manufacturer pursuant to the schedule in paragraph (f)(2)(E), that includes:
(i) Each model number and the quantity of Zero-NOx Emission Units distributed or sold into or within South Coast AQMD for the applicable calendar year; and
(ii) Each model number and the quantity of Furnaces distributed or sold into or within South Coast AQMD for the applicable calendar year;
(B) Maintain records for at least five years, including, but not limited to, the following information and make them available to the Executive Officer upon request:
(i) Model number and serial number of each Zero-NOx
Emission Unit;
(ii) Model number and serial number of each Furnace;
(iii) Date and number of Furnaces and Zero-Emission Units sold to a distributor; and
(iv) The distributor’s name, address, and phone number. (3) Labeling and Recordkeeping Requirements for Propane Conversion Kits If the manufacturer, distributor, Reseller, or Installer of any Furnace elects to comply pursuant to the exemption in paragraph (h)(1):
(A) The shipping carton or the name plate of the furnace shall clearly display: "This furnace is to be installed for propane firing only.
Operating in natural gas mode is in violation of the South Coast AQMD Rule 1111"; and
(B) The manufacturer shall submit a report by March 1st of the following calendar year to the Executive Officer, which includes, but not limited to:
(i) The quantity of propane conversion kits for Furnaces distributed or sold for use into South Coast AQMD for the applicable compliance plan period; and
(ii) The quantity of propane conversion kits for Furnaces distributed or sold for use into the South Coast AQMD
during the 12 month period of July 1 to June 30 prior to the applicable compliance date.
(4) New and Existing Building Labeling Requirements
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For any Furnace , except Mobile Home Furnace, that is supplied or offered for sale for use in the South Coast AQMD, and that is not electing to comply with paragraph (f)(2) for ZEM alternative compliance option during the period of January 1, 2027 to January 1, 2029, the manufacturer of the Furnace shall clearly display on the shipping container, or the name plate of the Furnace, the following:
(A) “If Installed in South Coast AQMD: 1) After January 1, 2027, this furnace shall not be sold for installation in new buildings; and 2) After January 1, 2029, not compliant for use and installation in South Coast AQMD.”;
(B) A manufacturer may use alternative language in lieu of subparagraph (g)(4)(A), provided the alternative language is:
(i) Similar to the language in subparagraph (g)(4)(A); and (ii) Submitted to the Executive Officer prior to October 1, 2025; and
(C) The manufacturer shall use the language in subparagraph (g)(4)(A) if the alternative language is not approved.
(5) The manufacturer of the Furnace complying with subdivisions (d) and (e) shall display the following on the shipping container label and rating plate of the Furnace:
(A) Model number;
(B) Rated Heat Input Capacity;
(C) Applicable NOx emission limit in Table 1; and
(D) Date of manufacture or date code.
(6) Any non-certified Furnace shipped to a location in the South Coast AQMD for distribution or sale outside of the South Coast AQMD shall have a label on the shipping container identifying the Furnace as not certified for use in the South Coast AQMD.
(f) Enforcement
The Executive Officer may periodically conduct such tests as are deemed necessary to ensure compliance with subdivisions (c), (d), and (e). (gh) Exemptions
(1) The provisions of this rule shall not apply to furnaces installed in mobile homes before October 1, 2012.
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(2) For furnaces manufactured, purchased, and delivered to the South Coast AQMD prior to the applicable compliance date in Table 1, any person may, until 300 days after the applicable compliance date, sell, offer for sale, or install such a furnace in the South Coast AQMD, so long as the furnace meets the requirements of paragraph (c)(3) and subdivisions (d) and (e). (3) For furnaces that have been encumbered in a contractual agreement, signed prior to January 1, 2018, by a furnace manufacturer or distributor for future or planned construction, the manufacturer shall be allowed to sell the units within the South Coast AQMD at the mitigation fee specified in subparagraph (c)(5)(A), provided:
(A) An application for exemption is submitted to the Executive Officer prior to April 2, 2018;
(B) The total quantity of furnaces in application(s) by any one manufacturer does not exceed 15 percent of furnaces distributed and sold in the previous compliance plan period;
(C) Those furnaces are sold no later than their mitigation fee option end dates specified in Table 2; and
(D) The following documents and information are provided to the Executive Officer, including but not limited to:
(i) contractual agreement for the units sold or to be sold in the South Coast AQMD;
(ii) quantity, model number, and serial number of the subject units;
(iii) contract execution date; and
(iv) name(s) of the contractor (s).
(E) Failure to comply with the requirements specified in subparagraphs (g)(3)(A) through (g)(3)(D) shall result in the requirement to paying or retroactively paying the corresponding mitigation fee specified in paragraph (c)(5) within 30 days upon notification from the Executive Officer.
(41) The manufacturer of any natural gas furnace Furnace that is not certified to meet the 14 ng/J of NOx emission limit and is to be installed with a propane conversion kit for propane firing only in the South Coast AQMD, is exempt from subdivisions (c)(d) and (d)(e), provided the manufacturer complies with the labeling and reporting requirements in paragraph (h)(1).:
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(A) Effective June 1, 2018, the shipping carton or the name plate of the furnace clearly displays: "This furnace is to be installed for propane firing only. Operating in natural gas mode is in violation of the South Coast AQMD Rule 1111."
(B) The following documents and information shall be provided to the Executive Officer, accompanying the compliance plan report specified in subparagraphs (c)(5)(E), (c)(5)(F), and (c)(5)(G), including but not limited to:
(i) The quantity of propane conversion kits for furnaces actually distributed or sold into South Coast AQMD for the
applicable compliance plan period;
(ii) The quantity of propane conversion kits for furnaces distributed or sold into the South Coast AQMD during the 12 month period of July 1 to June 30 prior to the applicable compliance date; and
(iii) Photographic evidence of the required language set forth in subparagraph (g)(4)(A) as it appears on the carton or unit, including all versions utilized by the manufacturer, for approval by the Executive Officer. The photographs must be sufficient to verify the wording is correct and that it is “clearly visible,” taking into account the font type, size, color, and location on the carton or unit.
(C) The manufacturer of this type of unit which has been installed in the South Coast AQMD without meeting above requirements shall be in violation of South Coast AQMD Rule 1111.
(2) Paragraph (d)(2) shall not apply to the following:
(A) Mobile Home Furnaces for installation in Existing Buildings; (B) Mobile Home Furnaces for installation or use in New Buildings or Existing Buildings located in master-metered Mobile Home parks, which are Mobile Home parks that take electricity through a master meter and then distribute it to park residents through their own system; and
(C) Furnaces that will be installed or used in New Buildings with building permit issued prior to [Date of Adoption] by the appropriate enforcement agency.
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(5) Condensing or non-condensing furnaces that are certified to meet the 40 ng/J NOx limit and are installed at or above 4,200 feet above sea level are exempt from paragraph (c)(4), if that unit is installed on or before March 31, 2022.
(6) Effective April 1, 2022, downflow furnaces rated less than 175,000 BTU per hour in heat input capacity and condensing or non-condensing furnaces with rated heat inputat or greater than 100,000 BTU per hour, either of which are installed at elevations at or above 4,200 feet above sea level as a replacement for an existing furnace are exempt from paragraph (c)(4)(d)(1), provided that
(A) The downflow furnace is certified to meet the 40 ng/J NOx limit, is replacing an existing furnace, and the shipping carton or name plate of the furnace clearly displays: "This furnace must be installed only as a replacement in a downflow configuration at or above 4,200 feet above sea level in the South Coast AQMD. Installation of this furnace for new construction, in any other configuration, or at a lower elevation will be a violation of South Coast AQMD Rule 1111."; or
(B) The condensing or non-condensing furnace rated at or greater than 100,000 BTU per hour in heat input capacity is certified to meet 40 ng/J NOx limit, is replacing an existing furnace, and the shipping carton or name plate of the furnace clearly displays: “This furnace must be installed only as a replacement at or above 4,200 feet above sea level in the South Coast AQMD. Installation of this furnace for new construction or at a lower elevation will be a violation of South Coast AQMD Rule 1111."
(7) Effective April 1, 2022 and until September 30, 2022, a manufacturer, distributor, or installer that manufactures, supplies, sells, offers for sale, or installs a natural gas furnace certified to meet 40 ng/J of NOx that is installed and operated as part of a dual fuel system at or above 4,200 feet above sea level in the South Coast AQMD, shall only install such a unit that:
(A) Is designed by the manufacturer with a system switchover point between heat pump and furnace at the external temperature of 32℉ with a nonadjustable system that would prevent any person from changing the external ambient switchover temperature of 32℉; Redlands Regular Meeting of 05-20-2025 310 of 1269
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(B) Includes installation of an external temperature sensor which acts as the sole method to determine switchover point;
(C) For systems equipped with condensing, noncondensing, or mobile home furnaces, includes communicating technology between the heat pump and furnace installed at the point of manufacture to prevent system operation without a heat pump and requires operations of only the heat pump at and above the switchover temperature outlined in (g)(7)(A); and
(D) The shipping carton or the name plate of the furnace clearly displays: "This furnace must be installed only in a dual fuel configuration with an electric heat pump. Installation of this furnace without a heat pump in a dual fuel configuration will be a violation of South Coast AQMD Rule 1111."
(8) The manufacturer of any furnace that elects to use the exemption in paragraph (g)(4), (g)(5), (g)(6), or (g)(7) shall record the following information and shall make this information available upon request to the Executive Officer:
(A) Sales date to distributor;
(B) Distributor’s name and full contact information (address and phone number);
(C) Model number of the furnace and heat pump (if applicable); and (D) Serial number of the furnace and heat pump (if applicable). (9) The distributor that elects to use the exemption in paragraph (g)(4), (g)(5), (g)(6), or (g)(7) shall record the following information and shall make this information available upon request to the Executive Officer:
(A) Sales date to installer;
(B) Installer’s name and full contact information (address and phone number);
(C) Model number of the furnace and heat pump (if applicable); and (D) Serial number of the furnace and heat pump (if applicable). (10) The installer that elects to use the exemption in paragraph (g)(4), (g)(5), (g)(6), or (g)(7) shall record the following information and shall make this information available upon request to the Executive Officer:
(A) Installation date;
(B) Address of furnace installation;
(C) Model number of the furnace and heat pump (if applicable); and Redlands Regular Meeting of 05-20-2025 311 of 1269
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(D) Serial number of the furnace and heat pump (if applicable).
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Third Preliminary
Draft Proposed Amended Rule 1121
(Adopted December 1, 1978)(Amended March 10, 1995)(Amended December 10, 1999) (Amended September 3, 2004)(Amended [Date of Rule Adoption]) PROPOSED AMENDED RULE 1121. CONTROL OF NITROGEN OXIDES
REDUCTION OF NOX EMISSIONS FROM
RESIDENTIAL TYPE, NATURAL GASFIRED WATER HEATERS
[RULE INDEX TO BE ADDED AFTER RULE ADOPTION]
(a) Purpose
The purpose of this rule is to reduce Oxides of Nitrogen (NOx) emissions from Water Heaters as defined in this rule.
(ab) Applicability
This The provisions of this rule applies are applicable to manufacturers, distributors, retailers, Resellers, and installers Installers of natural gas-fired water heatersWater Heaters, with heat input a Rated Heat Input Capacity rates less than 75,000 British thermal units (Btu) per hour.
(bc) Definitions
For the purpose of this rule:
(1) BTU means British thermal unit or units.
(2) DIRECT-VENT WATER HEATER means a water heater with air intake and exhaust ducts that use a gravity system to collect air from outside a building for combustion and exhaust combustion byproducts to the outside of a building. (1) EXISTING BUILDING means a building that is not a New Building as defined in this rule.
(32) HEAT INPUT means the heat of combustion released by fuels burned in a unit based on the higher heating value of fuel. the chemical heat released due to assumed complete combustion of fuel to a Water Heater, using the higher heating value of the fuel. This does not include the enthalpy sensible heat of incoming combustion air.
(43) HEAT OUTPUT means the product Ho as defined in Section 9.3 of the Protocol.the enthalpy of the working fluid output of the Water Heater. (54) INDEPENDENT TESTING LABORATORY means a testing laboratory that meets the requirements of District the South Coast AQMD Rule 304 – Equipment, Redlands Regular Meeting of 05-20-2025 313 of 1269
Proposed Amended Rule 1121 (Cont.) (Amended September 3, 2004TBD) PAR 1121 - 2
Materials, and Ambient Air Analyses, subdivision (k) and is approved by the District South Coast AQMD to conduct certification testing under the Protocol. (6) MITIGATION FEE is an emission reduction option, in which monies collected by the District from water heater manufacturers are placed in a restricted fund and are used to fund stationary and mobile source emission reduction programs targeted at equivalent NOx emission reductions as to those that would have otherwise occurred and have been approved by the District’s Governing Board. (5) INSTALL means the action of an Installer to place a Water Heater in a position ready for use.
(6) INSTALLER means a person who Installs a Water Heater and is required to obtain a license issued by the Department of Consumer Affairs Contractors State License Board for a classification related to buildings and appliances. (87) MOBILE HOME means a structure, transportable in one or more sections, that is built on a permanent chassis and designed to be used as a dwelling with or without a permanent foundation when connected to the required utilities. (78) MOBILE HOME WATER HEATER means a Water Heater closed vessel manufactured exclusively for mobile home Mobile Home use in which water is heated by combustion of gaseous fuel and is withdrawn for use external to the vessel at pressures not exceeding 160 psig, including the apparatus by which heat is generated and all controls and devices necessary to prevent water temperatures from exceeding 210ºF (99ºC).
(9) NEW BUILDING means a building that is newly constructed , or a building with a major alteration which changes the occupancy classification of a building, which means a change in the formal designation of the primary purpose of the building pursuant to 2022 Title 24 California Building Code Part 2 Chapter 3 for occupancy classification and use. For Mobile Homes, the newly constructed building includes installation of the Mobile Home onto the property of residence. (810) NOx EMISSIONS means the sum of nitric oxide and nitrogen dioxide in the flue gas, emitted, calculated, and collectively expressed as nitrogen dioxide. (11) PARTS PER MILLION BY VOLUME (ppmv) means, for the purpose of this rule, Parts Per Million by Volume of a pollutant at a three percent oxygen correction on a dry basis at Standard Conditions.
(9) POWER-VENT WATER HEATER means a water heater with a blower installed to assist in the expulsion of exhaust gases.
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(10) POWER DIRECT-VENT WATER HEATER means a water heater with an air intake duct outside of a building with a blower installed to assist in the expulsion of exhaust gases.
(1112) PROTOCOL means the most recent version of the South Coast Air Quality Management District AQMD Protocol to ensure standardization of compliance certification test procedures, titled: Nitrogen Oxides Emissions Compliance Testing for Natural Gas-Fired Water Heaters and Small Boilers, January 1998. (1213) RATED HEAT INPUT CAPACITY means the heat input capacity specified on the nameplate of the combustion unit. If the combustion unit has been altered or modified such that its maximum heat input is different from the heat input capacity specified on the nameplate, the new maximum heat input shall be considered as the rated heat input capacity.the gross Heat Input of the combustion device, as supported by required documentation.
(1314) RECREATIONAL VEHICLE means either a motor home, travel trailer, truck camper, or camping trailer, with or without motive power, designed for human habitation for recreational, emergency, or other occupancy, as defined pursuant to Section 18010 of the California Health and Safety Code.any vehicle used for recreational purposes designed to include a Water Heater and licensed to be driven or moved on the highways of California.
(15) RESELLER means anyone who sells Water Heater(s) either retail, wholesale, or on an individual basis.
(16) RESPONSIBLE OFFICIAL means:
(A) For a corporation: a president or vice-president of the corporation in charge of a principal business function or a duly authorized person who performs similar policy-making functions for the corporation, or (B) For a partnership or sole proprietorship: general partner or proprietor, respectively.
(17) STANDARD CONDITIONS are as defined by Rule 102 – Definition of Terms. (1418) WATER HEATER means a closed vessel other than a mobile home water heater in which water is heated by combustion of gaseous fuel and is withdrawn for use that is fired with, or designed to be fired with, natural gas external to the vessel at pressures not exceeding 160 psig, including the apparatus by which heat is generated and all controls and devices necessary to prevent water temperatures from exceeding 210ºF (99ºC).
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Proposed Amended Rule 1121 (Cont.) (Amended September 3, 2004TBD) PAR 1121 - 4
(19) ZERO-NOx EMISSION UNITS means an appliance that provides water heating with heating capacity equivalent to Water Heaters subjected to this rule and emits no more than zero nanograms of NOx per joule of Heat Output (ng/J). (cd) Requirements
(1) Until July 1, 2002, no person shall manufacture for sale, distribute, sell, offer for sale, or install within the South Coast Air Quality Management District any gasfired water heaters unless the water heater is certified pursuant to subdivision (d) to a NOx emission level of less than or equal to:
(A) 40 nanograms of NOx (calculated as NO2) per joule of heat output (93 lb per billion Btu of heat output); or
(B) 55 ppmv at 3% O2, dry (71 lb per billion Btu of heat input). (2) On or after July 1, 2002, no person shall manufacture for sale, distribute, sell, offer for sale, or install within the South Coast Air Quality Management District any gasfired water heaters unless the water heater is certified pursuant to subdivision (d) to a NOx emission level of less than or equal to:
(A) 20 nanograms of NOx (calculated as NO2) per joule of heat output (46.5 lb per billion Btu of heat output); or
(B) 30 ppmv at 3% O2, dry (35 lb per billion Btu of heat input); or (C) the emission limit specified in subparagraph (c)(1)(A) or (c)(1)(B) provided the manufacturer of the water heater meets the requirements of subdivision (e).
(3) On or after January 1, 2006, for water heaters less than or equal to 50 gallon capacity, excluding direct-vent, power-vent and power direct-vent water heaters; on or after January 1, 2007 for water heaters greater than 50 gallon capacity, excluding direct-vent, power-vent and power direct-vent water heaters; and on and after January 1, 2008 for all direct-vent, power- vent, and power direct-vent water heaters; no person shall manufacture for sale, distribute, sell, offer for sale, or install within the South Coast Air Quality Management District any gas-fired water heaters unless the water heater is certified pursuant to subdivision (d) to a NOx emission level of less than or equal to:
(A) 10 nanograms of NOx (calculated as NO2) per joule of heat output (23 lb per billion Btu of heat output); or
(B) 15 ppmv at 3% O2, dry (17.5 lb per billion Btu of heat input). (4) On and after January 1, 2000, no person shall manufacture for sale, distribute, sell, offer for sale, or install within the South Coast Air Quality Management District Redlands Regular Meeting of 05-20-2025 316 of 1269
Proposed Amended Rule 1121 (Cont.) (Amended September 3, 2004TBD) PAR 1121 - 5
any gas-fired mobile home water heaters unless the water heater is certified pursuant to subdivision (d) to a NOx emission level of less than or equal to:
(A) 40 nanograms of NOx (calculated as NO2) per joule of heat output (93 lb per billion Btu of heat output); or
(B) 55 ppmv at 3% O2, dry (71 lb per billion Btu of heat input). (5) The manufacturer of any water heater manufactured for sale in the district shall clearly display on the shipping carton and the name plate of the water heater:
(A) the model number;
(B) the date of manufacture; and
(C) the certification status.
(6) Notwithstanding the requirements in paragraph (c)(3), until July 1, 2006, any person may distribute, sell, offer for sale, or install any gas-fired water heaters less than or equal to 50 gallon capacity that are manufactured prior to January 1, 2006 and in compliance with paragraph (c)(2).
(7) Notwithstanding the requirements in paragraph (c)(3), until July 1, 2007, any person may distribute, sell, offer for sale, or install gas-fired water heaters greater than 50 gallon capacity that are manufactured prior to January 1, 2007 and in compliance with paragraphs (c)(2).
(8) Notwithstanding the requirements in paragraph (c)(3), until July 1, 2008, any person may distribute, sell, offer for sale, or install gas-fired direct- vent, powervent, or power direct-vent water heaters that are manufactured prior to January 1, 2008 and in compliance with paragraphs (c)(2).
(1) No person shall manufacture, supply, sell, resell, offer for sale, import, or Install, for use in the South Coast AQMD, any following Water Heater, unless the Water Heater is certified pursuant to subdivision (e) and does not exceed the applicable Table 1 NOx limit, expressed by nanograms of NOx per joule of Heat Output (ng/J) or ppmv:
(A) Any Water Heater prior to the applicable Table 2 compliance date, except for Mobile Home Water Heaters for Existing Buildings; and (B) Any Mobile Home Water Heater for Existing Buildings.
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Proposed Amended Rule 1121 (Cont.) (Amended September 3, 2004TBD) PAR 1121 - 6
Table 1 – NOx Emission Limits
Equipment NOx Emission Limits
ng/J ppmv
Water Heater110 15
Mobile Home Water Heater 40 55
1 Excluding Mobile Home Water Heater
(2) On and after the applicable Table 2 compliance dates, no person shall manufacture, supply, sell, resell, offer for sale, import, or Install a Water Heater for use in the South Coast AQMD that exceeds the Table 2 NOx emission limits. The applicable Table 2 compliance dates for New Building types shall be determined based on the construction or alteration completion date.
Table 2 – Zero-Emission Limits and Compliance Schedule
Equipment Category NOx limit
(ng/J) Building Type Compliance Date
Water Heater1
0 New January 1, 2027
0 Existing January 1, 2029
Mobile Home Water Heater 0 New January 1, 2027
1 Excluding Mobile Home Water Heater
(de) Certification
(1) The manufacturer shall obtain confirmation that each model of water heaterWater Heater complies with the applicable requirements of subdivision (c) paragraph (d)(1) from an independent testing laboratory Independent Testing Laboratory prior to applying for certification for a Water Heater. This confirmation shall be based upon emission tests conducted pursuant to the Protocol of a randomly selected unit of each model and the Protocol shall be adhered to during the confirmation testing of all water heaters subject to this rule.
(2) When applying for certification of water heatersWater Heaters, the manufacturer shall submit to the Executive Officer the following:
(A) A statement that the model is in compliance with subdivision (c) paragraph (d)(1), . The statement shall be signed and dated by the manufacturer and dated, and shall attesting to the accuracy of all statements; (B) General Information, including:
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Proposed Amended Rule 1121 (Cont.) (Amended September 3, 2004TBD) PAR 1121 - 7
(i) Name and address of manufacturer,;
(ii) Brand name, trade name; and
(iii) Model number, as it appears on the water heaterWater Heater rating plate;
(C) A description of each model being certified; and
(D) A source test report verifying compliance with subdivision (c) paragraph (d)(1) for each model to be certified. The source test report shall be , prepared by the confirming independent testing laboratory Independent Testing Laboratory and shall containing all of the elements identified in Section 10 of the Protocol for each unit tested. The source test shall have been conducted no more than ninety days prior to the date of submittal to the Executive Officer.
(3) When applying for certification of water heatersWater Heaters, the manufacturer shall submit the items identified in paragraph (d)(2)(e)(2) no more than ninety 180 days after the date of the source test identified in subparagraph (d)(2)(D)(e)(2)(D). (4) When applying for certification of water heaters for compliance with the emission limit specified in paragraph (c)(2) or (c)(3), the manufacturer shall submit the information identified in paragraph (d)(2) at least 90 days prior to the effective compliance date specified in either paragraph (c)(2) or (c)(3), respectively. (5) The Executive Officer shall certify a water heater model which complies with the provisions of subdivision (c) and of paragraphs (d)(1), (d)(2), and (d)(3). (6) Certification status shall be valid for three years from the date of approval by the Executive Officer. After the third year, recertification shall be required according to the requirements of paragraphs (d)(1) and (d)(2).
(f) Alternative Compliance Options
(1) Zero-Emission Manufacturer (ZEM) Alternative Compliance Option Any manufacturer of Water Heaters subject to this rule may elect to comply with the ZEM Alternative Compliance Option in lieu of complying with paragraph (d)(2) provided:
(A) The manufacturer submits an alternative compliance plan, no later than November 1, 2026, that includes:
(i) A letter with the name of the manufacturer requesting the ZEM alternative compliance option signed by a Responsible Official; (ii) A complete South Coast AQMD Form 400A with company name, indicating the application is for a compliance plan (section 7 of Redlands Regular Meeting of 05-20-2025 319 of 1269
Proposed Amended Rule 1121 (Cont.) (Amended September 3, 2004TBD) PAR 1121 - 8
form), indicating the request is for the “Rule 1121 ZEM alternative compliance option” (section 9 of form), and signature of the Responsible Official; and
(iii) Payment for the alternate compliance plan filing fee pursuant to Rule 306– Plan Fees; and
(B) The manufacturer sells, or enables distributors, retailers, Resellers, or Installers to sell, Zero-NOx Emission Units into or within the South Coast AQMD at a percentage greater than or equal to the sales target specified in Table 3;
(C) The Water Heaters sold under this alternative compliance option are certified to emit 10 ng/J (or 15 ppmv) or less of NOx;
(D) The manufacturer pays $50 mitigation fee for each Water Heater sold; and (E) The manufacturer submits a report and mitigation fee payment pursuant to paragraph (f)(1) no later than 90 days after the end of each calendar year utilizing this alternative compliance option.
Table 3 – ZEM Alternative Compliance Option Targets and Mitigation Fee Schedule Compliance phase Phase 1 Phase 2 Phase 3 Phase 4
Calendar Years 2027 - 2028 2029 - 2032 2033-2035 2036 and after Zero-NOx Emission Unit
Sales Target1 30 percent 50 percent 75 percent 90 percent Water Heater Sales Target 70 percent 50 percent 25 percent 10 percent Mitigation Fee for Water
Heaters Sold Over Target
($ per Water Heater)
$500 $600 $700 $800
1 Sales target represents the percent of Zero-NOx Emission Units a manufacturer sells in a calendar year into or within the South Coast AQMD compared to the total number of Water Heaters and Zero-NOx Emission Units sales in a calendar year into or within the South Coast AQMD.
(2) ZEM Alternative Compliance Option Sales Target Deviation Any manufacturer of Water Heaters subject to this rule that elects to comply with the ZEM Alternative Compliance Option pursuant to paragraph (f)(1) that deviates from the applicable Sales Target in Table 3 shall:
(A) If the annual percentage of Water Heaters sold is greater than the applicable calendar year Water Heater Sales Target specified in Table 3, pay the Redlands Regular Meeting of 05-20-2025 320 of 1269
Proposed Amended Rule 1121 (Cont.) (Amended September 3, 2004TBD) PAR 1121 - 9
mitigation fee specified in Table 3 for each Water Heater sold above the sales target; or
(B) If the annual percentage of Zero-NOx Emission Units sold is greater than the applicable calendar year Zero-NOx Emission Unit Sales Target specified in Table 3, apply a discount to their annual mitigation fee required pursuant to subparagraph (f)(1)(D) according to the following equation:
𝐷𝑖𝑠𝑐𝑜𝑢𝑛𝑡𝑒𝑑 𝑀𝑖𝑡𝑖𝑔𝑎𝑡𝑖𝑜𝑛 𝐹𝑒𝑒 = 𝐹 − 𝐹 ×
(𝑃 − 𝑇)
(100 − 𝑇)
Where:
F = Annual Mitigation Fee
P = Reported Percent Zero-NOx Emission Units
T = Sales Target
(g) Labeling, Recordkeeping, and Reporting
(1) Labeling Requirements for Mobile Home Water Heaters (A) For any Mobile Home Water Heater certified to meet the applicable Table 1 NOx emission limit that is for distribution or sale inside of the South Coast AQMD, a manufacturer shall distribute or publish Informative Materials that clearly display the following language: “If installed in South Coast AQMD only: This water heater is only allowed to be installed and used for mobile homes before January 1, 2027; and is only allowed to be installed and used for existing mobile homes on and after January 1, 2027.” (B) For the purposes of subparagraph (g)(1)(A), “Informative Materials” shall mean the following:
(i) The consumer brochure for the Water Heater;
(ii) The technical specification sheet for the Water Heater; and (iii) The manufacturer’s website that promotes, discusses, or lists the Water Heater.
(C) A manufacturer may use alternative language in lieu of subparagraph (g)(1)(A), provided the alternative language is:
(i) Similar to the language in subparagraph (g)(1)(A); and (ii) Submitted to the Executive Officer no later than 90 days after [Date of Rule Adoption].
(D) The manufacturer shall use the language in subparagraph (g)(1)(A) if the alternative language is not approved.
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Proposed Amended Rule 1121 (Cont.) (Amended September 3, 2004TBD) PAR 1121 - 10
(2) Reporting, and Recordkeeping Requirements for ZEM Alternative Compliance Option
The manufacturer of a Water Heater supplied or offered for use within the South Coast AQMD in accordance with the ZEM alternative compliance option in paragraph (f)(1) shall:
(A) Submit to the Executive Officer a report, signed by the Responsible Official for the manufacturer pursuant to the schedule in paragraph (f)(1)(E), that includes:
(i) Each model number and the quantity of Zero-NOx Emission Units distributed or sold into or within South Coast AQMD for the applicable calendar year; and
(ii) Each model number and the quantity of Water Heaters distributed or sold into or within South Coast AQMD for the applicable calendar year;
(B) Maintain records for at least five years, including the following information and any other information for compliance demonstration, and make them available to the Executive Officer upon request:
(i) Model number and serial number of each Zero-NOx Emission Unit; (ii) Model number and serial number of each Water Heater; (iii) Date and number of Water Heater and Zero-Emission Units sold to a distributor; and
(iv) The distributor’s name, address, and phone number. (3) New and Existing Building Labeling Requirements
For any Water Heater, except Mobile Home Water heater, that is supplied or offered for sale for use in the South Coast AQMD and that is not electing to comply by paragraph (f)(1) for ZEM alternative compliance option during the period of January 1, 2026 to January 1, 2029, the manufacturer of the Water Heater shall prominently display on the shipping container, or the name plate of the Water Heater, the following:
(A) The statement “If Installed in South Coast AQMD: 1) After January 1, 2026, shall not be sold for installation in new buildings; and 2) After January 1, 2029, not compliant for use and installation in South Coast AQMD.”; (B) A manufacturer may use alternative language in lieu of subparagraph (g)(3)(A) provided the alternative language is:
(i) Similar to the language in subparagraph (g)(3)(A); and (ii) Submitted to the Executive Officer on or before October 1, 2025.
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Proposed Amended Rule 1121 (Cont.) (Amended September 3, 2004TBD) PAR 1121 - 11
(C) The manufacturer shall use the language in subparagraph (g)(3)(A) if the alternative language is not approved.
(4) The manufacturer of any Water Heater manufactured for sale in the South Coast AQMD shall clearly display on the shipping carton and the name plate of the water heater:
(A) Model number;
(B) Date of manufacture; and
(C) Certification status.
(e) Mitigation Fee
Any manufacturer that elects to submit a mitigation fee to the District to meet the Nox emission level established under subparagraph (c)(2)(C) shall:
(1) submit a Mitigation Fee Plan to the Executive Officer 180 days prior to complying with the provisions of paragraph (c)(2), where the Mitigation Fee Plan includes:
(A) the name of the manufacturer;
(B) the compliance period that the mitigation fee covers shall not exceed a 12- month time period; and
(C) the number of water heaters sold over the compliance period, which shall be based on sales records or invoices of water heaters in a similar model and size that were sold in the district over the past 12 months. (2) receive written verification from the Executive Officer that the Mitigation Fee Plan was approved prior to complying with the provisions of paragraph (c)(2); (3) on and after January 1, 2005, pay a mitigation fee at the beginning of the compliance period in the amount of $3.00 per water heater sold as specified in subparagraph (e)(1)(C), over the time period the mitigation fee covers as specified in subparagraph (e)(1)(B); and before January 1, 2005, pay a mitigation fee in the amount of $5,400 per ton of NOx multiplied by the amount of NOx emission reductions needed as specified in Equation 1;
Equation 1:
𝑀𝐹 = $5,400/𝑡𝑜𝑛 × [(𝑡 × 𝑛 × 190𝑡ℎ𝑒𝑟𝑚𝑠/𝑦𝑟 × (93 − 46.5𝑙𝑏𝑠/𝑏𝑖𝑙𝑙𝑖𝑜𝑛𝐵𝑡𝑢 − 𝑜𝑢𝑡𝑝𝑢𝑡) × 0.76)/(2000 × 10,000)]
where:
MF = Mitigation fee, Dollars
t = Time period that mitigation fee covers as specified in subparagraph (f)(1)(C) Redlands Regular Meeting of 05-20-2025 323 of 1269
Proposed Amended Rule 1121 (Cont.) (Amended September 3, 2004TBD) PAR 1121 - 12
n = Number of water heaters sold as specified in subparagraph (f)(1)(D) (4) label water heaters identified in the Mitigation Fee Plan; (5) maintain records and report sales of water heaters covered by the Mitigation Fee Plan and if the number of water heaters originally estimated exceed the number of water heaters identified in subparagraph (e)(1)(C), the water heater manufacturer shall update the Mitigation Fee Plan within 60 days after the end of the compliance period. Make these records available to the Executive Officer upon request, for a period of at least three years after the end of the compliance period. (f) Enforcement
The Executive Officer may periodically inspect distributors, retailers, and installers of water heaters located in the District and conduct such tests as are deemed necessary to insure compliance with subdivision (c).
(gh) Exemptions
(1) The provisions of this rule shall not apply to: Water Heaters used in Recreational Vehicles.
(2) The provisions of this rule shall not apply to Water Heaters subject to Rule 1146.2 – Emissions of Oxides of Nitrogen from Large Water Heaters and Small Boilers and Process Heaters.
(3) Paragraph (d)(2) shall not apply to the following Water Heaters:
(A) Mobile Home Water Heaters for installation in Existing Buildings; (B) Mobile Home Water Heaters for installation or use in master-metered Mobile Home parks, which are Mobile Home parks that take electricity through a master meter and then distribute it to park residents through their own system; and
(C) Water Heaters that will be installed or used in New Buildings with building permits issued prior to [Date of Adoption] by the appropriate enforcement agency.
(1) Water heaters with a rated heat input capacity of 75,000 Btu per hour or greater. (2) Water heaters used in recreational vehicles.
(h) Final Progress Report
On or before April 1, 2007, any person that manufacturers direct-vent, power-vent or power direct-vent water heaters for sale within the South Coast Air Basin shall submit to the Executive Officer a final progress report that shall include:
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Proposed Amended Rule 1121 (Cont.) (Amended September 3, 2004TBD) PAR 1121 - 13
(1) Identification of efforts that have been made to reach commercialization of directvent, power-vent, and power direct-vent water heaters that meet the NOx emission level specified under paragraph (c)(3);
(2) A description of the technologies used to meet the NOx emission level for directvent, power-vent, and power direct-vent water heaters specified under paragraph (c)(3); and
(3) Complete documentation for at least three laboratory test results each for directvent, power-vent, and power direct-vent water heaters developed to meet the NOx emission level specified under paragraph (c)(3) that shall include the emissions rate measured by an independent testing laboratory using the SCAQMD protocol specified under paragraph (b)(11) or other protocol approved in advance by the Executive Officer.
(i) Program Administration
On and after September 3, 2004, the Executive Officer is authorized to use up to 5% of the mitigation fee funds collected in any given year for program administration.
Redlands Regular Meeting of 05-20-2025 325 of 1269
City of
REDLANDS
35 Cajon Street, Redlands, CA 92373
909.798.7510
[email protected]
April 1, 2025
Governing Board
South Coast Air Quality Management District (SCAQMD)
21865 Copley Drive
Diamond Bar, CA 91765
Dear Governing Board,
On behalf of the City Council of the City of Redlands, I write to you to express our opposition to Proposed Amended Rules (PAR) 1111 and 1121, which would establish zero NOx emission limits for new space and water heating appliance installations.
Unlike most SCAQMD rules that regulate large stationary sources of air pollution like oil refineries and warehouses, PARs 1111 and 1121 specifically target individual homeowners, apartment buildings, and businesses, meaning families and business owners will directly bear the cost of these rules.
Housing affordability is and will remain a top public policy priority for the City of Redlands for the foreseeable future. Local governments are being pressured to build more housing; specifically, housing people can afford. Any regulations that increase these costs deserve scrutiny to ensure that the increased costs are met with an equal or more significant amount of benefit to the consumer. Although PARs 1111 and 1121 provide manufacturers with the option of continuing to produce NOx emitting space and water heaters, these come with a mitigation fee attached to every unit produced, which will certainly be passed along to the consumer. As a result, the City of Redlands opposes PARs 1111 and 1121 and urges the SCAQMD to indefinitely delay or cease consideration of these two regulations immediately.
Mario Saucedo
Mayor
City of Redlands
MARIO SAUCEDO
Mayor
Redlands Regular Meeting of 05-20-2025 326 of 1269
City Council/Financing Authority Meeting J. 1.
DATE: 05/20/2025
TO: Honorable Mayor and City Council Members
SUBJECT: Public Hearing to consider Resolution No. 8683 adopting the 2024 Engineering & Traffic Survey report and rescinding Resolution No. 8348, introduction of Ordinance No. 2982 amending Chapter 10.24 of the Redlands Municipal Code confirming prima facie speed limits for specified city streets and determine that approval of the resolution and introduction of the ordinance is exempt from environmental review pursuant to Section 15061(b)(3) of the California Environmental Quality Act (Municipal Utilities and Engineering Director Harris)
(Mayor to declare meeting open as a public hearing)
PROCEDURE FOR PUBLIC HEARING:
1. Mayor declares the meeting open as a public hearing.
2. Mayor calls upon Department Director for report.
3. Mayor calls for questions/comments from members of the City Council.
Mayor calls for comments/questions/testimony from members of the public (3 minutes per speaker).
4. 5. Mayor calls upon City Clerk to note any written comments received.
6. Mayor closes the public hearing.
7. City Council considers the motion and votes.
MOTION(S):
If City Council determines the staff recommendation is appropriate, the following motions are provided:
I move that the City Council determine that the approval of Resolution No. 8683, and introduction of Ordinance No. 2982 are exempt from environmental review pursuant to Sections 15061(b)(3) of the California Environmental Quality Act; and
1. 2. I move to approve Resolution No. 8683 and rescind Resolution No. 8348; Redlands Regular Meeting of 05-20-2025 327 of 1269
I move to approve Resolution No. 8683 and rescind Resolution No. 8348; and
2. 3. I move to introduce Ordinance No. 2982.
RECOMMENDATION:
Staff recommends that the City Council determine that approval of Resolution No. 8683, and introduction of Ordinance No. 2982 is exempt from environmental review pursuant to Section 15061(b)(3) of the California Environmental Quality Act.
Staff further recommends adoption of Resolution No. 8683 and introduction of Ordinance No. 2982.
DISCUSSION:
The Municipal Utilities and Engineering Department (MUED) staff periodically prepares engineering and traffic surveys in accordance with the California Vehicle Code (CVC) and California Manual on Uniform Traffic Control Devices (CAMUTCD) standards. These surveys are conducted every seven to fourteen (7-14) years and are necessary for Redlands Police Department (RPD) Officers to issue citations for speed limit violations when electronic speed-measuring equipment is used. The surveys determine the 85th percentile speed of free-flowing traffic using actual measured vehicle speeds within a street corridor.
The 85th percentile methodology is widely recognized within the transportation engineering industry as an accurate indicator of a reasonable and safe vehicle speed. The CAMUTCD allows the City Engineer discretion to adjust the 85th percentile speed up or down by five (5) miles per hour in consideration of physical or environmental conditions that may impact vehicle operator behavior.
On December 6, 2022, the City Council adopted Ordinance No. 2946, which amended RMC Chapter 10.24.030 to update speed limits throughout the City. At that time, the Council directed staff to re-evaluate speed limits following the full implementation of Assembly Bill 43 (AB 43), which grants cities greater flexibility in setting speed limits to improve roadway safety, particularly in areas with high pedestrian activity or with a history of reported traffic accidents. Prior to AB 43, speed limits were strictly determined by the 85th percentile speed. The 2024 Engineering and Traffic Survey (2024 E&TS) incorporates AB 43 provisions to ensure that appropriate speed limits are established for specific roadway conditions and safety priorities while remaining compliant with State law.
MUED staff worked with RK Engineering Group, Inc. (RK) to conduct speed surveys across various street segments in Redlands. The findings were presented to the Traffic and Parking Commission (TPC) on January 23, 2025.
Open house events were hosted on February 8, 2025 (City Council Chambers) Redlands Regular Meeting of 05-20-2025 328 of 1269
and February 13, 2025 (Redlands Community Center) to solicit public feedback on the 2024 E&TS. The TPC conducted a final review of the study on March 27, 2025, and voted 4:1 to recommend City Council approval of the 2024 E&TS.
The 2024 E&TS report provides a comprehensive analysis of speed limits throughout the City and recommends speed limit reductions on fifty-five (55) roadway segments in accordance with applicable State laws. These changes are based on updated traffic speed data, roadway conditions, and other key safety considerations. No speed limit increases are proposed within the City.
Staff recommends that the City Council introduce Ordinance No. 2982 to amend the Redlands Municipal Code and approve Resolution No. 8683 to adopt the 2024 E&TS report.
ALTERNATIVES:
City Council may deny the staff recommendation and provide alternate direction.
SUBMITTED BY:
John R. Harris, Municipal Utilities and Engineering Director RECOMMENDED BY:
Charles M. Duggan Jr., City Manager
REVIEWED BY:
Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
Rachel Tolber, Police Chief
Rich Sessler, Fire Chief
Tabitha Crocker, Facilities and Community Services Director Goutam K. Dobey, City Engineer
PREPARED BY:
Johana Silva, Associate Engineer
Fiscal Impact
Fiscal Year: FY 24/25
Appropriation Required Y/N: N
Budgeted Y/N: Y
Discussion:
There is no fiscal impact associated with this action. Funding for speed limit sign replacements is included in the FY 24/25 budget.
Redlands Regular Meeting of 05-20-2025 329 of 1269
Attachments
Resolution No. 8683
Exhibit A - 2024 Engineering & Traffic Survey
Ordinance No. 2982 (Clean)
Ordinance No. 2982 (Legislative)
10 Day Public Notice
Resolution No. 8348 (Rescinded)
Redlands Regular Meeting of 05-20-2025 330 of 1269
1 I:\cmo\Resolutions\8683 Adopting 2024 Engineering and Traffic Survey Report & Speed Limits.docx-ms RESOLUTION NO. 8683
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDLANDS ADOPTING THE 2024 ENGINEERING AND TRAFFIC SURVEY REPORT, RESCINDING RESOLUTION NO. 8348, AND ESTABLISHING SPEED
LIMITS ON VARIOUS ROADWAY SEGMENTS THROUGHOUT THE CITY
WHEREAS, pursuant to studies made under the authority of Title 10 of the Redlands Municipal Code, and the presentation of information contained in such studies, the City Council of the City of Redlands (“this City Council”) has determined that certain traffic regulations are necessary to protect the public health, safety and welfare and should be established pursuant to Title 10 of the Redlands Municipal Code; and
WHEREAS, the California Vehicle Code (CVC) and the California Manual on Uniform Traffic Control Devices (CAMUTCD) require local agencies to conduct Engineering and Traffic Surveys (E&TS) periodically to establish and enforce speed limits using electronic speed-measuring devices; and
WHEREAS, the City of Redlands contracted with RK Engineering Group, Inc. to perform a comprehensive analysis of vehicular speeds on various roadway segments throughout the City; and WHEREAS, the City Council adopted Resolution No. 8348, approving the 2021 Engineering and Traffic Survey report dated January 10, 2022, which is now being rescinded and replaced by the 2024 Engineering & Traffic Survey Report.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF REDLANDS AS FOLLOWS:
Section 1. This City Council determines that approval of this Resolution is exempt from review under California Environmental Quality Act (“CEQA”) pursuant to CEQA Guidelines section 15061 (b)(3) which provides that CEQA applies only to projects which have the potential for causing a significant effect on the environment. This City Council finds with certainty that there is no possibility the approval of this Resolution may have a significant effect on the environment.
Section 2. This City Council hereby adopts the 2024 Engineering & Traffic Survey Report, attached hereto as Exhibit A establishing the speed limits as recommended therein.
Section 3. This City Council rescinds Resolution No. 8348, which adopted the "2021 Engineering and Traffic Survey" report dated January 10, 2022.
Section 4. City staff is hereby directed to take all actions to undertake signage to implement this Resolution.
Redlands Regular Meeting of 05-20-2025 331 of 1269
2 I:\cmo\Resolutions\8683 Adopting 2024 Engineering and Traffic Survey Report & Speed Limits.docx-ms ADOPTED, SIGNED AND APPROVED this 20th day of May, 2025. ________________________
Mario Saucedo, Mayor
ATTEST:
____________________________
Jeanne Donaldson, City Clerk
Redlands Regular Meeting of 05-20-2025 332 of 1269
3 I:\cmo\Resolutions\8683 Adopting 2024 Engineering and Traffic Survey Report & Speed Limits.docx-ms I, Jeanne Donaldson, City Clerk of the City of Redlands, hereby certify that the foregoing resolution was duly adopted by the City Council at a regular meeting thereof held on the 20th day of May, 2025, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
______________________________
Jeanne Donaldson, City Clerk
Redlands Regular Meeting of 05-20-2025 333 of 1269
4 I:\cmo\Resolutions\8683 Adopting 2024 Engineering and Traffic Survey Report & Speed Limits.docx-ms
EXHIBIT A
2024 ENGINEERING & TRAFFIC SURVEY REPORT
[Attached]
Redlands Regular Meeting of 05-20-2025 334 of 1269
RK1234 // 1234-2024-01
2024 Engineering & Traffic Survey
City of Redlands, California
December 19, 2024
Redlands Regular Meeting of 05-20-2025 335 of 1269
RK1234 // 1234-2024-01
2024 Engineering & Traffic Survey
City of Redlands, California
Prepared for:
City of Redlands
35 Cajon Street, Suite 15A
Redlands, CA
Prepared by:
RK Engineering Group, Inc.
1401 Dove Street, Ste. 540
Newport Beach, CA 92660
Robert Kahn, P.E., T.E.
Bryan Estrada, AICP
Sabrina Ayala
Redlands Regular Meeting of 05-20-2025 336 of 1269
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Table of Contents Page
1.0 Executive Summary ....................................................................................................... 1-1
2.0 Requirements for Establishing Speed Limits ................................................................. 2-1
3.0 Data Collection .............................................................................................................. 3-3
3.1 Survey Methodology .......................................................................................................... 3-3
3.2 Roadway Characteristics .................................................................................................... 3-3
3.3 Speed Survey Data .............................................................................................................. 3-4
3.3.1 Speed Survey Data - Statistical Analysis .............................................................. 3-4
3.4 Collision History .................................................................................................................. 3-5
3.5 24-Hour Average Daily Traffic (ADT) Counts ................................................................... 3-5
4.0 Speed Limit Recommendations ..................................................................................... 4-1 Redlands Regular Meeting of 05-20-2025 337 of 1269
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List of Attachments
Exhibits
Study Roadway Segment Location Map .............................................................................................. A Recommended Speed Zones ............................................................................................................... B Tables
City of Redlands 2024 Engineering & Traffic Survey Speed Survey Summary ............................... 1 City of Redlands 2024 Engineering & Traffic Survey Collision Rates for Study Area Roadway Segments ................................................................................................................................................ 2 City of Redlands 2024 Engineering & Traffic Survey Total Collisions, By Year ............................... 3 City of Redlands 2024 Engineering & Traffic Survey Severe and Fatal Collision ........................... 4 Appendices
California MUTCD Sections................................................................................................................... A Speed Survey Statistical Summary Sheets ........................................................................................... B ADT Traffic Volume Count Sheets ........................................................................................................ C E&TS Traffic Conditions Forms ............................................................................................................. D Redlands Regular Meeting of 05-20-2025 338 of 1269
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1.0 Executive Summary
This report contains the engineering and traffic speed survey for the one hundred and thirty-seven (137) roadway segments in the City of Redlands.
Exhibit A shows the location of the study area roadway segments.
For each roadway segment, information was collected on existing roadway characteristics, speed characteristics, traffic volumes, and traffic collisions. Statistical analysis of travel speeds and collisions was performed as part of this study.
Speed limits for each roadway section are recommended consistent with applicable procedures and sections in the California Vehicle Code (CVC) and the California Manual on Traffic Control Devices (CA MUTCD).
Appendix A includes the applicable sections of the California MUTCD for setting speed limits.
This report now incorporates additional speed reductions in response to the recent passage of California Assembly Bill (AB) 43 and the latest updates to the MUTCD, reflecting California’s commitment to enhancing road safety.
Speed limit recommendations are made for each of the study area roadway segments and are illustrated in Exhibit B.
The speed survey information and recommended speed limits are summarized in Table 1.
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2.0 Requirements for Establishing Speed Limits
The CVC is specific in its mandate that an engineering and traffic survey is required to establish speed limits. In particular, Section 40802 indicates that the enforcement of speed limits with the use of radar or other electronic device that measures speed is not allowed unless the prima facie speed limit has been justified by an engineering and traffic survey within the last 5, 7 or 14 years. All local agencies must conduct engineering and traffic surveys to provide the following:
1. Raise State dictated “prima facie” limits above 25 miles per hour;
2. Lower the otherwise permitted maximum speed of 65 miles per hour; and
3. Enforce speed limits by the use of radar equipment.
The CVC Rules of the Road, Section 22350 is the basis of all speed zone legislation in that it states, “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.” Secondly, the CVC has established certain “prima facie” speed limits (Section 22352), which may not be exceeded unless the operator of a motor vehicle can prove that it is safe to do so under the Basic Speed Law.
The recommended posted speed limits are based on CA MUTCD Section 2B.13 which states:
“When a speed limit is to be posted, it shall be established at the nearest 5 mph increment of the 85thpercentile speed of free-flowing traffic, except as shown in the two options below:
1. The posted speed may be reduced by 5 mph from the nearest 5 mph increment of the 85thpercentile speed, in compliance with CVC Sections 627 and 22358.3.
2. For cases in which the nearest 5 mph increment of the 85th-percentile 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.” Additionally, the recent approval of Assembly Bill No. 43 (AB 43) resulted in several changes to the CVC that now authorize local jurisdictions to consider additional parameters, beyond the 85th percentile speed, when setting speed limits on certain streets.
Two of the most significant changes to the CVC include the amendments to Section 22358, which now allow a local authority to declare a prima facie speed of 20 or 15 miles per hour on any street other than a state highway, and the amendment to Section 22358.8, which allows the current speed limit to be retained or immediately prior speed limit to be restored.
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22358 (a) Whenever a local authority determines upon the basis of an engineering and traffic survey that the limit of 65 miles per hour is more than is reasonable or safe upon any portion of any street other than a state highway where the limit of 65 miles per hour is applicable, the local authority may by ordinance determine and declare a prima facie speed limit of 60, 55, 50, 45, 40, 35, 30, 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. 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 current speed limit or restore the immediately prior 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 the prior speed limit. (b) This section does not authorize a speed limit to be reduced by any more than five miles per hour from the current 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.
AB 43 also enacted several other speed limit changes, including 22358.6(b) and 22358.6(c) which further authorize local agencies to lower speed limits by an additional 5 mph if, after completing an E&TS, it is found that the speed is still more than is reasonable or safe, for either of the following reasons:
1. The portion of highway has been designated as a safety corridor.
2. The portion of 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.
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3.0 Data Collection
This section discusses the survey methodology for the collection of data on existing roadway characteristics, travel speed surveys, and collision experiences. Exhibit A illustrates the roadway locations inventoried.
3.1 Survey Methodology
• Speed limits are set based on the procedures and requirements set forth in the CVC and the California MUTCD. A copy of the MUTCD standards are provided in Appendix A. • All roadways were surveyed to determine existing roadway characteristics and surrounding land uses.
• Existing travel speeds were obtained with the radar speed survey. A minimum of 100 speed observations were recorded at each survey location using calibrated and certified radar equipment. Radar speed survey data for each study segment is contained in Appendix B. • Speed observation data was calculated to determine average speed, 85th percentile speed, and 10-mile per hour percentile speed.
• Collision data was provided by California Highway Patrol and tabulated for each roadway segment for consideration in the speed limit recommendations. • To calculate and derive collision rates, existing average daily traffic (ADT) data was collected at each study roadway segment. ADT count data for the study segments are contained in Appendix C.
• E&TS Traffic Conditions forms have been prepared for each survey location and are included in Appendix D.
3.2 Roadway Characteristics
A visual inspection of each roadway survey location was performed. Based on the visual survey, speed study traffic conditions forms were completed for data entries such as the number of travel lanes, type of median, existing posted speed limit, and the types of surrounding land uses. Other special conditions inventoried include notations on horizontal and vertical curves, school crosswalks, and school speed zones.
Total curb-to-curb width was also measured and recorded at each speed survey location.
The predominant land use adjacent to the roadway by travel direction was identified. The surrounding uses were identified by the predominant or significant types of uses defining the character and intensity of development along the roadway. Adjacent land uses have direct access if driveways Redlands Regular Meeting of 05-20-2025 342 of 1269
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serving the use intersect with the roadway and the land use directly fronts onto the roadway. Land uses not having direct access include those uses with rear or side yards facing the roadway with access from secondary or from parallel roadways. The number of driveways intersecting the roadway is defined as an approximate average distance between driveways along the road segment.
3.3 Speed Survey Data
Radar speed surveys were conducted within the City of Redlands at each study area roadway segment.
Principles for survey methods utilized in this engineering survey followed the procedures set out by the California MUTCD shown in Appendix A.
The California MUTCD sets forth the basic procedural steps in conducting an “engineering and traffic survey”. This method is designed for use on all City and County through-highways, arterials, and collector streets.
Surveys were conducted during off-peak hours so that free-flow conditions would allow motorists to drive at a self-determined “safe speed”. An unmarked vehicle was employed as the survey vehicle, with the radar device situated inconspicuously. The vehicle was located along a straight roadway segment, far enough away from signals, stop signs, major intersections, or roadway obstruction so that motorists were traveling at a free-flow velocity before passing the sampling vehicle.
The samples were recorded in one mile per hour increments. On two-way streets, samples in both directions were obtained. Care was also taken to include a representative proportion of trucks and buses. Speed zone statistical summary sheets for each location are provided in Appendix B of this report.
3.3.1 Speed Survey Data - Statistical Analysis
Statistical calculations included the 85th percentile (or critical) speed, 10-mile per pace speed, percentage of vehicles in the 10-mile per hour speed and 50th percentile speed. These terms are defined as follows:
Average Speed
The average or arithmetic mean speed characteristics of the speed observations which is calculated by dividing the summation of all observed speeds by the number of observations. 85th Percentile Speed
The 85th percentile speed is the speed at or below which 85 percent of the vehicles traveled. It is the single most important measure used to determine posted speed limits.
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10-Mile Per Hour Pace Speed
The 10-mile per hour pace speed is the 10-mile per hour range within which the largest number of observations fall. Typically, 70 percent of the vehicles are contained in this range, with 15% above and 15% below. A properly set speed limit will maximize the percent of vehicles in the 10-mile per hour pace speed.
3.4 Collision History
Collision data for each of the survey segments were reviewed. Collisions that occurred in the intersections were proportionally allocated to each approach leg segment of the intersection. The total number of collisions was then divided by existing traffic volumes to determine a collision rate per million vehicle miles of travel for the (MVMT) roadway segment. Additionally, collisions were tabulated based on the severity of the collision to determine if a potential safety corridor exists along the study roadway segments.
Table 2 summarizes accidents occurring on the roadway segment over the past three (3) years and shows the collision rate per million vehicle miles traveled (not occurring within 200 feet of a boundary intersection). The collision rate is compared to the Caltrans base collision rate for a typical roadway with similar characteristics to help identify areas with high accident rates.
Table 3 shows all of the accidents occurring on the roadway segment over the past three (3) years inclusive of all intersection for informational purposes only.
Table 4 shows the segments with the highest number of severe and fatal collisions. This information may be used to help identify potential Safety Corridors in the future.
3.5 24-Hour Average Daily Traffic (ADT) Counts
24-hour two-way average daily traffic (ADT) counts were obtained on each roadway segment. The ADT data is used to help establish collision rates and functional classifications of roadways. ADT count data for the study segments are contained in Appendix C.
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4.0 Speed Limit Recommendations
When a speed limit is to be posted, it shall be established at the nearest 5 mph increment of the 85th percentile speed of free flowing traffic. In accordance with the California MUTCD:
Experience has shown that speed limits should be established at or below the 85th percentile speed. The speed chosen for speed zoning should be in 5-mile per hour increments and should normally be selected at a value nearest below the 85th percentile speed.
In general, the 85th percentile speed will dictate the speed limit to be established pursuant to the reasoning that most drivers are “reasonable and prudent”. Speed limit selections resulting from this survey and analysis thus follow the above guideline. Recommended speed limits are for both directions of travel.
The primary selected speed limits were then considered in relation to roadway characteristics, collision experience, and nearby development on each respective roadway segment. Some of these characteristics may warrant a deviation from the 85th percentile speed. These characteristics include:
1. Higher than average collision histories;
2. Other physical features of the roadway, which are not readily apparent to the driver. These hazards include cross gutters, poor sight distance, and close spacing of controlled intersections; and
3. Compatibility and continuity with speed zones of adjacent cities and/or adjacent reaches of the same street within the City.
CVC 22358.6(b) and 22358.6(c) now authorize local agencies to lower speed limits by an additional 5 mph if, after completing an E&TS, it is found that the speed is still more than is reasonable or safe, for either of the following reasons:
1. The portion of highway has been designated as a safety corridor.
2. The portion of 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.
The recommended speed limits and results of the analysis are summarized in Table 1 and graphically shown in Exhibit B.
E&TS Traffic Conditions forms for each survey location and are included in Appendix D.
Redlands Regular Meeting of 05-20-2025 345 of 1269
Exhibits
Redlands Regular Meeting of 05-20-2025 346 of 1269
10 INTERSTATE 210 10 INTERSTATE 38
1 2 3
4 5
6 7
8 9 10 11 12 13
15 17
16 18
19 20 21
22 23
24 25
26 27 28 29 30 31 32 33
34 35
36 37
38 39 14
40 41 42
43 44
45 46
47 48 49
50 51 52
53 54
55 57
58 59
60 61 65 66 67 68 69 70 71 73 72 74
75 76
77 78 79 80 81 82
83 84
85 86 88 87
89 90 91 92 93 94 98 95 96 97 99 100 101
102
103
104
105 109 106 107 108
110
112
111
113
114
115
116
117 118
119
120
121
122
123
124
125
126 127 128
129
130 131 132
133 134 135 136
137 SAN BERNARDINO AVENUE MOUNTAIN VIEW AVENUE PALMETTO AVENUE ALABAMA STREET ALABAMA STREET ORANGE TREE LANE
ORANGE STREET PIONEER AVENUE SAN BERNARDINO AVE REDLANDS BOULEVARD BARTON ROAD
BROOKSIDE AVE MATEO
SAN
ST
TENNESSEE STREET CENTER
ST
TERRACINA BLVD SAN TIMOTEO CANYON ROAD
SUNNYSIDE AVE
OLIVE AVE
FERN AVE CYPRESS AVE
PALM AVE HIGHLAND AVE
CRESCENT AVE
SUNSET DRIVE
ALTA VISTA DRIVE PALO ALTO DRIVE MARIPOSA DRIVE LIVE OAK CANYON ROAD
ALESSANDRO ROAD
PACIFIC STCENTER ST ELIZABETH ST
CAJON
ST
GARDEN STREET FRANKLIN
AVE
SUNSET DR FORD ST VIA VISTA DRIVE MARIPOSA DR
ROSSMONT DR
WABASH AVENUE FIFTH AVENUE CRESTVIEW ROAD
JUDSON ST CENTRAL AVE UNIVERSITY ST
DEARBORN ST BROCKTON AVENUE COLTON AVE PENNSYLVANIA AVE CHURCH ST LUGONIA AVENUE CITRUS AVE 56 62 63 64 69
CALIFORNIA STREET
NEW YORK ST GROUP INC.
N Exhibit A Study Area Roadway Segments 2531-2024-01 2024 ENGINEERING & TRAFFIC SURVEY // CITY OF REDLANDS Legend 1 = Start/End Node of Proposed Roadway Segment = Proposed Roadway Segment Extends Beyond Node = Roadway Segment Number (Black = Odd / Blue = Even) Redlands Regular Meeting of 05-20-2025 347 of 1269
10 INTERSTATE 210 10 INTERSTATE 38
1 2 3
4 5
6 7
8 9 10 11 12 13
15 17
16 18
19 20 21
22 23
24 25
26 27 28 29 30 31 32 33
34 35
36 37
38 39 14
40 41 42
43 44
45 46
47 48 49
50 51 52
53 54
55 57
58 59
60 61
62 63 64 65 66 67 68 69 70 71 73 72 74
75 76
77 78 79 80 81 82
83 84
85 86 88 87
89 90 91 92 93 94 98 95 96 97 99 100 101
102
103
104
105 109 106 107 108
110
112
111
113
114
115
116
117 118
119
120
121
122
123
124
125
126 127 128
129
130 131 132
133 134 135 136
137 SAN BERNARDINO AVENUE MOUNTAIN VIEW AVENUE PALMETTO AVENUE ALABAMA STREET ALABAMA STREET ORANGE TREE LANE
ORANGE STREET PIONEER AVENUE SAN BERNARDINO AVE REDLANDS BOULEVARD BARTON ROAD
BROOKSIDE AVE MATEO
SAN
ST
TENNESSEE STREET CENTER
ST
TERRACINA BLVD SAN TIMOTEO CANYON ROAD
SUNNYSIDE AVE
OLIVE AVE
FERN AVE CYPRESS AVE
PALM AVE HIGHLAND AVE
CRESCENT AVE
SUNSET DRIVE
ALTA VISTA DRIVE PALO ALTO DRIVE MARIPOSA DRIVE LIVE OAK CANYON ROAD
ALESSANDRO ROAD
PACIFIC STCENTER ST ELIZABETH ST
CAJON
ST
GARDEN STREET FRANKLIN
AVE
SUNSET DR FORD ST VIA VISTA DRIVE MARIPOSA DR
ROSSMONT DR
WABASH AVENUE FIFTH AVENUE CRESTVIEW ROAD
JUDSON ST CENTRAL AVE UNIVERSITY ST
DEARBORN ST BROCKTON AVENUE COLTON AVE PENNSYLVANIA AVE CHURCH ST LUGONIA AVENUE CITRUS AVE GROVE ST 56
CALIFORNIA STREET
NEW YORK ST GROUP INC.
N Exhibit B Recommended Speed Limits 2531-2024-01 2024 ENGINEERING & TRAFFIC SURVEY // CITY OF REDLANDS Legend 1 = Start/End Node of Proposed Roadway Segment = Proposed Roadway Segment Extends Beyond Node = Roadway Segment Number = 25 MPH = 30 MPH = 35 MPH = 40 MPH = 50 MPH = 45 MPH = 55 MPH Recommended Speed Limits = Same Speed Limit as Existing = Decrease in Existing Speed Limit Redlands Regular Meeting of 05-20-2025 348 of 1269
Tables
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RK20328 // 2531-2024-01
Alabama Street
Barton Road to Park Avenue
Alabama Street
Park Avenue to Lugonia Avenue
Alabama Street
City Limit s/o Santa Ana River to City Limit Line n/o Santa Ana River Alessandro Road
Crescent Avenue to Sunset Drive
Alessandro Road
Sunset Drive to Creekside Drive
Alessandro Road
Creekside Drive to San Timoteo Canyon Road
Alta Vista Drive
Florida Street to Sunset Drive
Barton Road
West City Limit to Terracina Boulevard
Barton Road
Terracina Boulevard to Alabama Street
Barton Road
Alabama Street to Lakeside Avenue
Brockton Avenue
New York Street to Texas Street
Brockton Avenue
Texas Street to Church Street
Brockton Avenue
Church Street to Judson Street
Brockton Avenue
Judson Street to Wabash Avenue
Brookside Avenue
Lakeside Avenue to Center Street
Brookside Avenue
Center Street to Eureka Street
Cajon Street
Vine Street to Fern Avenue
Cajon Street
Fern Avenue to Garden Street
California Street
Palmetto Avenue to Almond Avenue (southbound)
California Street
Almond Avenue to Redlands Boulevard
Center Street
State Street to Brookside Avenue
Center Street
Brookside Avenue to Cypress Avenue
Center Street
Cypress Avenue to Crescent Avenue
Center Street
Crescent Avenue to Ridge Street
Central Avenue
University Street to Judson Street
Church Street
Pioneer Avenue to Redlands Boulevard
Citrus Avenue
Eureka Street to Orange Street
Citrus Avenue
Redlands Boulevard to University Street
Citrus Avenue
University Street to Wabash Avenue
Colton Avenue
Redlands Boulevard to Church Street
Colton Avenue
Church Street to Grove Street
Colton Avenue
Grove Street to Dearborn Street
Colton Avenue
Dearborn Street to Wabash Avenue
Crescent Avenue
Ramona Drive to Serpentine Drive
1. 45 40 46 38 - 47 83%
Roadway Segment Posted Speed
Limit (mph)
85th Percentile
Speed (mph)
10 mph Pace
Speed (mph)
Percent in
Pace (%)
Recommended
Speed Limit
(mph)1,2
3. 55 59 48 - 57 69% 55
2. 35 44 35 - 44
7. 40 42 33 - 42 73% 35
6. 35 36 27 - 36 77% 35
35 79%
5. 40 44 36 - 45 79% 40
4. 40 44 35 - 44 79% 40
10. 40 45 36 - 45 82% 40
9. 45 46 35 - 44 75% 40
8. 45 46 38 - 47 84% 40
13. 35 35 27 - 36 84% 30
12. 35 39 29 - 38 71% 30
11. 30 36 26 - 35 56% 30
16. 35 37 28 - 37 85% 35
15. 35 43 34 - 43 86% 35
14. 35 36 27 - 36 78% 30
19. 45 42 35 - 44 70% 40
18. 35 37 28 - 37 82% 30
17. 30 35 27 - 36 89% 30
22. 35 37 29 - 38 74% 35
21. 35 38 30 - 39 86% 35
20. Not Posted 41 31 - 40 82% 40
25. 30 35 24 - 33 72% 30
24. 35 39 29 - 38 69% 35
23. 35 39 30 - 39 81% 35
28. 30 35 27 - 36 84% 30
27. 30 34 26 - 35 85% 30
26. 35 36 28 - 37 83% 30
31. 35 40 31 - 40 76% 30
30. 40 41 31 - 40 76% 30
29. 40 43 34 - 43 80% 35
34. 35 37 29 - 38 73% 30
33. 45 49 37 - 46 67% 40
32. 40 44 34 - 43 74% 35
Reasoning for
Adjustment from 85th
Percentile Speed3
1 & 7
1, 4, 7, & 11i
1 & 4
1,3, & 4
1 & 3
N/A
2, 3, 4, & 5
2 & 7
2, 5, 6, & 7
N/A
N/A
1, 3, 4, 5, & 6
N/A
1, 4, 5, & 6
1, 3, 4, & 6
2, 4, 5, 6, & 7
2, 5, 6, & 7
2 & 7
1,3, & 7
2, 5, & 6
1, 4, 5, 6, 7, 11h, 11i, &
11j
1, 4, 5, 6, 11h, 11i, & 11j
1, 4, 5, 6, 7, 11h, 11i, &
11j
1, 4, 7, 11i, & 11j
N/A
2, 5, & 6
1, 5, 6, & 7
2, 5, & 6
1, 4, 7, 11e, 11h, 11i, &
11j
2, 3, 5, 6, 7, 11a, 11b,
11h, & 11i
2, 5, 6, 7, 11c, 11e, 11h,
& 11i
1, 4, 5, 6, 11h, & 11i
1, 4, 5, 6, 11b, 11h, & 11i
2, 5, & 6
Speed Survey Summary
City of Redlands 2024 Engineering & Traffic Survey
Table 1
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Roadway Segment Posted Speed
Limit (mph)
85th Percentile
Speed (mph)
10 mph Pace
Speed (mph)
Percent in
Pace (%)
Recommended
Speed Limit
(mph)1,2
Reasoning for
Adjustment from 85th
Percentile Speed3
Speed Survey Summary
City of Redlands 2024 Engineering & Traffic Survey
Table 1
Crestview Road
Ford Street to Buckingham Drive
Cypress Avenue
Terracina Boulevard to Center Street
Cypress Avenue
Center Street to Redlands Boulevard
Cypress Avenue
Redlands Boulevard to Citrus Avenue
Dearborn Street
5th Avenue to Colton Avenue
Dearborn Street
Colton Avenue to Lugonia Avenue
Dearborn Street
Lugonia Avenue to San Bernardino Avenue
Dearborn Street
San Bernardino Avenue to Sessums Drive
Elizabeth Street
Garden Street to Crescent Avenue
Fern Avenue
Redlands Boulevard to Cajon Street
Fern Avenue
Cajon Street to Center Street
Fern Avenue
Center Street to San Mateo Street
Fern Avenue
San Mateo Street to Terracina Boulevard
Fifth Avenue
Ford Street to Dearborn Street
Fifth Avenue
Dearborn Street to Wabash Avenue
Ford Street
Citrus Avenue to Fifth Avenue
Ford Street
Fifth Avenue to Reservoir Road
Ford Street
Reservoir Road to Sunset Drive
Ford Street
Sunset Drive to Garden Hill Drive
Franklin Avenue
Eucalyptus Drive to Oak Street
Franklin Avenue
Oak Street to Garden Street
Garden Street
Mariposa Drive to Cajon Street
Grove Street
Highland Avenue to Citrus Avenue
Grove Street
Citrus Avenue to Brockton Avenue
Highland Avenue
Ford Street to Cajon Street
Highland Avenue
Cajon Street to San Mateo Street
Highland Avenue
San Mateo Street to Serpentine Drive
Judson Street
Citrus Avenue to Colton Avenue
Judson Street
Colton Avenue to Lugonia Avenue
Judson Street
Lugonia Avenue to Pioneer Avenue
Live Oak Canyon Road
San Timoteo Canyon Road to Easterly Boundary
37. 40 43 35 - 44 78% 35
36. 40 41 34 - 43 75% 35
35. 30 32 23 - 32 87% 25
40. 35 38 29 - 38 75% 35
39. 40 41 33 - 42 70% 35
38. 40 45 37 - 46 80% 35
43. 45 42 33 - 42 67% 35
42. 40 38 29 - 38 68% 35
41. 45 46 35 - 44 62% 40
46. 40 42 33 - 42 70% 35
45. 35 39 30 - 39 78% 35
44. 35 40 31 - 40 74% 35
49. 45 48 39 - 48 70% 40
48. 45 47 38 - 47 78% 40
47. 35 41 31 - 40 79% 35
52. 45 39 31 - 40 89% 40
51. 40 43 35 - 44 87% 40
50. 40 44 37 - 46 84% 40
55. 35 31 24 - 33 85% 25
54. 35 38 24 - 33 63% 25
53. 40 43 34 - 43 73% 40
58. 35 41 32 - 41 69% 35
57. 35 32 23 - 32 86% 30
56. 40 46 37 - 46 79% 35
61. 30 39 31 - 40 67% 30
60. 35 44 32 - 41 66% 35
59. 45 47 39 - 48 74% 40
64. 35 40 32 - 41 78% 35
63. 35 41 32 - 41 79% 35
62. 40 40 32 - 41 87% 35
65. 45 44 35 - 44 79% 40
2, 5, 6, & 7
1, 4, 5, 6, 7, 11c, 11h,
11i, & 11j
2, 5, 6, 7, 11e, 11h, 11i, &
11j
2, 5, & 6
1, 3, 4, 5, & 6
2 & 4
1 & 4
2, 3, 5, & 7
2, 5, & 6
2 & 8
1, 3, 4, 5, 6, 7, 8, & 11h
2, 3, 5, 6, 7, & 8
2, 3, 5, 6, 11b, 11h, & 11i
N/A
2, 5, & 7
2, 5, & 6
1, 4, 5, 6, 7, & 10
1, 3, 5, 6, & 10
2, 5, & 6
1, 4, 5, & 6
1, 5, 6, & 7
2, 3, 5, & 6
2, 3, 5, & 6
1, 4, 6, 11e, 11h, & 11j
1, 5, & 6
1, 3, 4, & 7
N/A
1, 3, & 4
2, 5, & 6
2, 5, & 6
1, 3, & 4
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RK20328 // 2531-2024-01
Roadway Segment Posted Speed
Limit (mph)
85th Percentile
Speed (mph)
10 mph Pace
Speed (mph)
Percent in
Pace (%)
Recommended
Speed Limit
(mph)1,2
Reasoning for
Adjustment from 85th
Percentile Speed3
Speed Survey Summary
City of Redlands 2024 Engineering & Traffic Survey
Table 1
Lugonia Avenue
1500' w/o Research Avenue to California Street
Lugonia Avenue
California Street to Alabama Street (eastbound)
Lugonia Avenue
Alabama Street to Tennessee Street (eastbound)
Lugonia Avenue
Tennessee Street to Texas Street
Lugonia Avenue
Texas Street to Orange Street
Mariposa Drive
Wabash Avenue to Country Club Drive
Mariposa Drive
Country Club Drive to Garden Street
Mariposa Drive
Halsey Street to Dwight Street
Mountain View Avenue
I-10 Freeway to Central Avenue (northbound)
New York Street
Colton Avenue to Lugonia Avenue
Olive Avenue
Citrus Avenue to San Mateo Street
Olive Avenue
San Mateo Street to Terracina Boulevard
Orange Street
Lugonia Avenue to Pioneer Avenue
Orange Street
Pioneer Avenue to Hubbard Court
Orange Street
Hubbard Court to City Limits
Orange Tree Lane
California Street to Nevada Street
Orange Tree Lane
Nevada Street to Alabama Street
Pacific Street
Crescent Avenue to Carob Street
Pacific Street
Carob Street to Ridge Street
Palm Avenue
Serpentine Drive to San Mateo Street
Palm Avenue
San Mateo Street to Ford Street
Palmetto Avenue
Nevada Street to California Street (westbound)
Palmetto Avenue
California Street to Marigold Avenue
Palo Alto Drive
Country Club Drive to Mirasol Drive
Palo Alto Drive
Mirasol Drive to Sunset Drive
Pennsylvania Avenue
Texas Street to Orange Street
Pennsylvania Avenue
Orange Street to Church Street
Pennsylvania Avenue
Church Street to University Street
Pennsylvania Avenue
University Street to Judson Street
Pioneer Avenue
Texas Street to Orange Street
Pioneer Avenue
Orange Street to Occidental Drive
Pioneer Avenue
Occidental Drive to Dearborn Street
Pioneer Avenue
Texas Street to I-210 Freeway
67. 40 46 34 - 43 70% 40
66. 50 51 43 - 52 64% 45
70. 40 45 35 - 44 76% 40
69. 40 40 30 - 39 83% 40
68. 40 41 31 - 40 78% 40
73. 25 24 16 - 25 69% 25
72. 35 41 30 - 39 70% 30
71. 35 34 25 - 34 72% 30
76. 35 38 30 - 39 85% 35
75. 40 44 35 - 44 69% 40
74. 45 / 50 49 37 - 46 67% 45
79. 45 48 39 - 48 75% 45
78. 40 42 35 - 44 91% 40
77. 35 40 31 - 40 72% 35
82. 40 43 32- 41 68% 35
81. 35 40 30 - 39 75% 35
80. 50 57 48 - 57 75% 50
85. 30 37 26 - 35 61% 30
84. 25 32 24 - 33 59% 25
83. 25 33 24 - 33 77% 25
88. Not Posted 46 38 - 47 57% 40
87. 40 40 30 - 39 54% 40
86. 40 42 33 - 42 81% 35
91. 35 Posted
30 Painted 35 41 31 - 40 77%
90. 30 35 27 - 36 78% 30
89. 35 41 33 - 42 81% 35
94. 35 41 30 - 39 64% 35
93. 35 38 28 - 37 80% 35
92. 35 36 27 - 36 73% 35
97. 45 48 36 - 45 67% 40
96. 35 41 33 - 42 81% 35
95. 35 39 30 - 39 81% 35
98. Not Posted 43 33 - 42 73% 40
2, 3, 4, 5, 6, & 11b
N/A
1 & 4
1, 4, & 6
1, 4, 5, & 6
2, 5, 6, & 7
N/A
1, 4, & 7
2 & 10
2, 5, & 6
2, 4, & 6
N/A
N/A
2, 4, 5, 6, & 7
1, 3, 5, & 6
2, 3, 5, & 6
2, 5, 6, & 7
N/A
1, 4, 5, & 6
2, 4, 5, & 6
1, 4, 5, 6, & 7
2, 5, & 6
1, 4, 11e, & 11h
2, 4, & 6
2, 4, & 6
1, 3, 4, 6, 11f, 11h, & 11i
1, 3, 4, 5, 8, & 10
2, 3, 5, 6, & 8
2, 3, 5, 6, & 11h
2, 5, & 6
N/A
2 & 7
2, 3, 5, & 6
Redlands Regular Meeting of 05-20-2025 352 of 1269
RK20328 // 2531-2024-01
Roadway Segment Posted Speed
Limit (mph)
85th Percentile
Speed (mph)
10 mph Pace
Speed (mph)
Percent in
Pace (%)
Recommended
Speed Limit
(mph)1,2
Reasoning for
Adjustment from 85th
Percentile Speed3
Speed Survey Summary
City of Redlands 2024 Engineering & Traffic Survey
Table 1
Redlands Boulevard
California Street to Texas Street
Redlands Boulevard
Texas Street to Eureka Street
Redlands Boulevard
Eureka Street to Citrus Avenue
Redlands Boulevard
Citrus Avenue to Highland Avenue
Redlands Boulevard
Highland Avenue to Ford Street
Reservoir Road
Ford Street to Wabash Avenue
Rossmont Drive
Garden Street to Sunset Drive
San Bernardino Avenue
Tennessee Street to Orange Street
San Bernardino Avenue
Orange Street to University Street
San Bernardino Avenue
University Street to Wabash Avenue
San Bernardino Avenue
Mountain View Avenue to California Street
San Mateo Street
Brookside Avenue to Fern Avenue
San Mateo Street
Fern Avenue to Highland Avenue
San Timoteo Canyon Road
Fern Avenue to Barton Road
Sunnyside Avenue
Fern Avenue to Cypress Avenue
Sunnyside Avenue
Cypress Avenue to Smiley Heights Drive
Sunset Drive N
Alta Vista Drive to Panorama Point
Sunset Drive N
Panorama Point to Wabash Avenue
Sunset Drive N
Wabash Avenue to Ford Street
Sunset Drive N
Ford Street to Franklin Avenue
Sunset Drive S
Serpentine Road to Alessandro Drive
Sunset Drive S
Alessandro Drive to Ridge Street
Sunset Drive S
Ridge Street to Helen Drive
Sunset Drive S
Helen Drive to Alta Vista Drive
Tennessee Street & San Mateo Street
Colton Avenue to Brookside Avenue
Terracina Boulevard
Barton Road to Olive Avenue
Terracina Boulevard
Olive Avenue to Cypress Avenue
Texas Street
Redlands Boulevard to Lugonia Avenue
Texas Street
Lugonia Avenue to San Bernardino Avenue
Texas Street
San Bernardino Avenue to Domestic Avenue
University Street
Cypress Avenue to Colton Avenue
University Street
Colton Avenue to Lugonia Avenue
University Street
Lugonia Avenue to San Bernardino Avenue
Via Vista Drive
Country Club Drive to Helena Lane
100. 35 41 32 - 41 79% 35
99. 40 45 36 - 45 80% 40
103. 50 54 45 - 54 69% 50
102. 35 / 30 39 30 - 39 81% 30
101. 30 32 24 - 33 84% 30
106. 45 45 37 - 46 84% 40
105. 25 38 29 - 38 66% 25
104. 50 47 38 - 47 66% 45
109. 50 EB
45 WB 50 56 45 - 54 75%
108. 45 50 40 - 49 71% 40
107. 35 / 40 43 36 - 45 84% 40
112. 45 43 35 - 44 81% 40
111. 35 39 30 - 39 79% 35
110. 40 40 31 - 40 90% 35
115. 35 NB
30 SB 25 29 19 - 28 74%
114. 25 29 21 - 30 72% 25
113. 25 29 20 - 29 69% 25
118. 35 31 23 - 32 78% 25
117. 35 36 27 - 36 83% 25
116. 30 NB
35 SB 25 28 17 - 26 76%
121. 25 25 15 - 24 67% 25
120. 25 32 22 - 31 76% 25
119. 25 30 21 - 30 76% 25
124. 45 49 38 - 47 68% 40
123. 40 44 35 - 44 83% 40
122. 25 30 21 - 30 76% 25
127. 35 43 35 - 44 77% 35
126. 35 40 31 - 40 78% 35
125. 35 41 31 - 40 71% 35
130. 35 38 30 - 39 88% 35
129. 35 39 31 - 40 92% 35
128. 35 35 42 31 - 40 70%
132. 30 25 31 23 - 32 69%
131. 25 25 34 24 - 33 73%
1, 4, 5, 6, 11b, & 11i
2 & 5
1, 5, 6, & 7
1, 4, 5, & 6
1, 4, 5, & 11i
2, 3, 5, & 8
1, 3, & 5
1, 3, 4, & 5
1, 3, 4, 5, 6, & 7
2 & 7
2, 6, & 7
N/A
1, 4, 7, 11a, 11e, 11h, &
11i
1 & 4
N/A
1, 3, 4, 5, 8, & 10
2 & 6
1, 5, & 6
1, 3, 5, 6, 11h, & 11j
1 & 5
2, 3, 5, & 7
2, 3, 5, & 7
N/A
2, 3, 5, & 7
1, 4, 5, 6, & 7
1, 5, 6, 11d, 11h, 11i, &
11j
2, 5, & 6
2, 3, 4, 5, 11h, 11i, & 11j
1 & 4
1, 5, & 6
1, 4, 5, & 6
1, 4, & 7
1, 3, 4, & 5
2, 5, 6, & 7
Redlands Regular Meeting of 05-20-2025 353 of 1269
RK20328 // 2531-2024-01
Roadway Segment Posted Speed
Limit (mph)
85th Percentile
Speed (mph)
10 mph Pace
Speed (mph)
Percent in
Pace (%)
Recommended
Speed Limit
(mph)1,2
Reasoning for
Adjustment from 85th
Percentile Speed3
Speed Survey Summary
City of Redlands 2024 Engineering & Traffic Survey
Table 1
Wabash Avenue
Fifth Avenue to Citrus Avenue
Wabash Avenue
Citrus Avenue to Colton Avenue
Wabash Avenue
Colton Avenue to Sessums Drive
Wabash Avenue
Fifth Avenue to Panorama Drive
Wabash Avenue
Reservoir Road to Palo Alto Drive
XX = Recommended speed limit lower than current speed limit (55 Roadway Segments) 3 Reason for Adjustment from 85th Percentile Speed:
8. Prima Facie speed limit established per CVC 22352 (b)(1)
9. Business Activity District
10. Retain current speed limit or immediately prior speed limit per CVC 22358.8
11. Land or facility that generates high concentrations of bicyclists or pedestrians such as:
a. Presence of Retail
b. Parks, Multi-use Trails, & Recreational Destinations c. Schools / Universities
d. Senior Centers
e. Religious Facilities & Cultural Areas
f. Health / Medical Facilities
g. Transit Stops / Transit Oriented Developments / Transit Priority Areas h. Presence of Sidewalks
i. Presence of Crosswalks
7. High accident rate j. Presence of Bikeways
6. Parking practices and pedestrian activity
2 Recommended speed is determined in accordance with methodologies, procedures and guidelines contained in the California Manual on Uniform Traffic Control Devices (Caltrans, 2014 Edition) and California Vehicle Code (CVC).
1. For cases in which the nearest 5 mph increment of the 85th-percentile 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.
2. For cases in which the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the posted speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed per CVC 627 and 22358.5.
3. Roadway characteristics not readily apparent to a driver such as shifting alignment, sight distance constraints, railroad crossings, curves, etc.
5. Roadside development and environment such as direct residential or commercial access and close vicinity to activity areas such as schools, parks, churches, community centers, or hospitals.
4. 10 mph pace speed
35 133. 45 47 38 - 47 70% 40
137. 25 37 27 - 36 75% 25
136. Not Posted 41 31 - 40 63% 35
135. 35 / 40 39 29 - 38 79% 35
134. 40 39 30 - 39 82%
2, 5, & 6
1, 5, & 6
1 Recommended speed limits lower than the existing speed limit are shown in Bold and highlighted accordingly.
N/A
N/A
1, 3, 5, 6, 8, 11c, & 11i
Redlands Regular Meeting of 05-20-2025 354 of 1269
RK20328 // 2531-2024-01
Alabama Street
Barton Road to Park Avenue
Alabama Street
Park Avenue to Lugonia Avenue
Alabama Street
City Limit s/o Santa Ana River to City Limit Line n/o Santa Ana River Alessandro Road
Crescent Avenue to Sunset Drive
Alessandro Road
Sunset Drive to Creekside Drive
Alessandro Road
Creekside Drive to San Timoteo Canyon Road
Alta Vista Drive
Florida Street to Sunset Drive
Barton Road
West City Limit to Terracina Boulevard
Barton Road
Terracina Boulevard to Alabama Street
Barton Road
Alabama Street to Lakeside Avenue
Brockton Avenue
New York Street to Texas Street
Brockton Avenue
Texas Street to Church Street
Brockton Avenue
Church Street to Judson Street
Brockton Avenue
Judson Street to Wabash Avenue
Brookside Avenue
Lakeside Avenue to Center Street
Brookside Avenue
Center Street to Eureka Street
Cajon Street
Vine Street to Fern Avenue
Cajon Street
Fern Avenue to Garden Street
California Street
Palmetto Avenue to Almond Avenue (southbound)
California Street
Almond Avenue to Redlands Boulevard
Center Street
State Street to Brookside Avenue
Center Street
Brookside Avenue to Cypress Avenue
Center Street
Cypress Avenue to Crescent Avenue
Center Street
Crescent Avenue to Ridge Street
Central Avenue
University Street to Judson Street
Church Street
Pioneer Avenue to Redlands Boulevard
Citrus Avenue
Eureka Street to Orange Street
Citrus Avenue
Redlands Boulevard to University Street
Citrus Avenue
University Street to Wabash Avenue
Colton Avenue
Redlands Boulevard to Church Street
Yes
No
Yes
Yes
Yes
No
Yes
No
No
No
No
Yes
Yes
Yes
Yes
No
Yes
No
Yes
Yes
Yes
No
Exceeds
Base Rate?
Yes
Yes
No
No
No
No
No
Yes
1. 21 46 0.82 14,254 1.42
Roadway Segment Number of
Collisions
Number of
Months
Link Length
(Miles) 2024 ADT1 Collision
Rate2
3. 9 46 0.87 16,422 0.49
2. 67 46 0.76 18,050 3.88
5. 3 46 0.80 6,448 0.46
4. 4 46 0.40 7,045 1.25
7. 2 46 0.66 2,722 0.90
6. 1 46 0.27 5,410 0.68
9. 7 46 0.33 16,672 1.18
8. 11 46 0.26 23,882 1.79
11. 0 46 0.25 1,041 0.00
10. 10 46 0.40 15,573 1.42
13. 10 46 1.00 4,693 1.65
12. 26 46 1.00 2,482 8.10
15. 23 46 0.75 12,487 1.95
14. 9 46 1.00 2,394 2.91
17. 4 46 0.35 10,456 1.00
16. 9 46 0.37 11,337 1.93
19. 0 46 0.75 5,889 0.00
18. 20 46 0.98 5,876 2.69
21. 3 46 0.38 8,917 0.79
20. 55 46 0.75 20,906 2.79
23. 7 46 0.66 6,077 1.41
22. 6 46 0.75 6,070 1.05
25. 10 46 0.60 2,634 5.18
24. 1 46 0.75 823 1.29
27. 3 46 0.17 10,552 2.16
26. 43 46 1.90 7,875 2.14
29. 21 46 1.60 9,332 1.06
28. 9 46 0.51 9,858 1.50
30. 111 46 1.86 12,117 3.67
Caltrans
Base Rate3
0.94 0.94
1.24 1.68
1.68 1.09
1.68 0.94
0.94 0.94
1.68 1.68
1.68 1.68
1.68 1.68
1.68 1.68
0.94 1.23
1.68 1.68
1.68 1.68
1.68 1.68
0.94 1.68
0.96 0.96
Collision Rates for Study Area Roadway Segments
City of Redlands 2024 Engineering & Traffic Survey
Table 2
Redlands Regular Meeting of 05-20-2025 355 of 1269
RK20328 // 2531-2024-01
Exceeds
Base Rate? Roadway Segment Number of Collisions
Number of
Months
Link Length
(Miles) 2024 ADT1 Collision
Rate2
Caltrans
Base Rate3
Collision Rates for Study Area Roadway Segments
City of Redlands 2024 Engineering & Traffic Survey
Table 2
Colton Avenue
Church Street to Grove Street
Colton Avenue
Grove Street to Dearborn Street
Colton Avenue
Dearborn Street to Wabash Avenue
Crescent Avenue
Ramona Drive to Serpentine Drive
Crestview Road
Ford Street to Buckingham Drive
Cypress Avenue
Terracina Boulevard to Center Street
Cypress Avenue
Center Street to Redlands Boulevard
Cypress Avenue
Redlands Boulevard to Citrus Avenue
Dearborn Street
5th Avenue to Colton Avenue
Dearborn Street
Colton Avenue to Lugonia Avenue
Dearborn Street
Lugonia Avenue to San Bernardino Avenue
Dearborn Street
San Bernardino Avenue to Sessums Drive
Elizabeth Street
Garden Street to Crescent Avenue
Fern Avenue
Redlands Boulevard to Cajon Street
Fern Avenue
Cajon Street to Center Street
Fern Avenue
Center Street to San Mateo Street
Fern Avenue
San Mateo Street to Terracina Boulevard
Fifth Avenue
Ford Street to Dearborn Street
Fifth Avenue
Dearborn Street to Wabash Avenue
Ford Street
Citrus Avenue to Fifth Avenue
Ford Street
Fifth Avenue to Reservoir Road
Ford Street
Reservoir Road to Sunset Drive
Ford Street
Sunset Drive to Garden Hill Drive
Franklin Avenue
Eucalyptus Drive to Oak Street
Franklin Avenue
Oak Street to Garden Street
Garden Street
Mariposa Drive to Cajon Street
Grove Street
Highland Avenue to Citrus Avenue
Grove Street
Citrus Avenue to Brockton Avenue
Highland Avenue
Ford Street to Cajon Street
Highland Avenue
Cajon Street to San Mateo Street
Yes
No
No
No
Yes
No
Yes
No
Yes
No
No
No
No
Yes
Yes
No
Yes
Yes
Yes
No
No
No
No
Yes
No
Yes
No
No
No
No
31. 16 46 0.77 6,496 2.54
33. 1 46 0.49 7,009 0.25
32. 7 46 0.73 8,294 0.92
35. 0 46 0.92 503 0.00
34. 7 46 1.00 7,380 0.73
37. 14 46 0.87 7,120 1.77
36. 18 46 1.23 5,939 1.88
39. 3 46 0.99 2,853 0.82
38. 14 46 0.66 8,343 2.05
41. 0 46 0.51 1,872 0.00
40. 2 46 0.52 3,196 1.01
43. 5 46 0.97 1,403 2.85
42. 0 46 0.36 1,772 0.00
45. 2 46 0.50 4,165 0.81
44. 1 46 0.35 4,601 0.57
47. 5 46 0.71 3,638 1.55
46. 6 46 0.50 4,159 2.43
49. 1 46 0.50 8,427 0.20
48. 2 46 0.52 9,124 0.35
51. 12 46 0.55 8,247 2.19
50. 1 46 0.42 5,537 0.38
53. 0 46 0.55 2,411 0.00
52. 12 46 0.45 8,845 2.59
55. 0 46 0.49 697 0.00
54. 4 46 0.48 792 8.93
57. 1 46 0.49 1,239 1.39
56. 4 46 1.35 2,696 0.83
59. 8 46 1.00 5,607 1.10
58. 7 46 0.74 2,842 2.65
60. 9 46 1.00 3,826 1.82
1.68 1.68
1.24 1.68
1.68 0.96
0.96 1.68
1.68 1.68
1.24 1.68
1.24 1.68
1.68 1.68
1.68 1.24
1.24 1.68
1.68 0.94
1.68 1.68
1.68 1.68
1.68 1.68
1.24 1.68
Redlands Regular Meeting of 05-20-2025 356 of 1269
RK20328 // 2531-2024-01
Exceeds
Base Rate? Roadway Segment Number of Collisions
Number of
Months
Link Length
(Miles) 2024 ADT1 Collision
Rate2
Caltrans
Base Rate3
Collision Rates for Study Area Roadway Segments
City of Redlands 2024 Engineering & Traffic Survey
Table 2
Highland Avenue
San Mateo Street to Serpentine Drive
Judson Street
Citrus Avenue to Colton Avenue
Judson Street
Colton Avenue to Lugonia Avenue
Judson Street
Lugonia Avenue to Pioneer Avenue
Live Oak Canyon Road
San Timoteo Canyon Road to Easterly Boundary
Lugonia Avenue
1500' w/o Research Avenue to California Street
Lugonia Avenue
California Street to Alabama Street (eastbound)
Lugonia Avenue
Alabama Street to Tennessee Street (eastbound)
Lugonia Avenue
Tennessee Street to Texas Street
Lugonia Avenue
Texas Street to Orange Street
Mariposa Drive
Wabash Avenue to Country Club Drive
Mariposa Drive
Country Club Drive to Garden Street
Mariposa Drive
Halsey Street to Dwight Street
Mountain View Avenue
I-10 Freeway to Central Avenue (northbound)
New York Street
Colton Avenue to Lugonia Avenue
Olive Avenue
Citrus Avenue to San Mateo Street
Olive Avenue
San Mateo Street to Terracina Boulevard
Orange Street
Lugonia Avenue to Pioneer Avenue
Orange Street
Pioneer Avenue to Hubbard Court
Orange Street
Hubbard Court to City Limits
Orange Tree Lane
California Street to Nevada Street
Orange Tree Lane
Nevada Street to Alabama Street
Pacific Street
Crescent Avenue to Carob Street
Pacific Street
Carob Street to Ridge Street
Palm Avenue
Serpentine Drive to San Mateo Street
Palm Avenue
San Mateo Street to Ford Street
Palmetto Avenue
Nevada Street to California Street (westbound)
Palmetto Avenue
California Street to Marigold Avenue
Palo Alto Drive
Country Club Drive to Mirasol Drive
Palo Alto Drive
Mirasol Drive to Sunset Drive
No
No
No
No
No
No
No
No
Yes
No
No
No
No
No
No
Yes
Yes
Yes
No
No
No
No
No
No
Yes
Yes
Yes
No
No
No
61. 0 46 0.29 1,710 0.00
63. 4 46 0.49 5,887 1.17
62. 5 46 0.49 7,355 1.17
65. 7 46 3.68 5,379 0.26
64. 1 46 0.75 4,757 0.22
67. 4 46 0.99 5,858 0.53
66. 0 46 0.58 3,996 0.00
69. 20 46 0.46 23,208 1.60
68. 13 46 0.55 16,897 1.16
71. 0 46 0.42 613 0.00
70. 21 46 0.50 15,254 2.32
73. 0 46 0.34 180 0.00
72. 0 46 0.55 2,551 0.00
75. 5 46 0.51 6,984 1.18
74. 9 46 1.29 12,347 0.43
77. 6 46 0.79 2,793 2.15
76. 10 46 1.26 4,729 1.28
79. 6 46 0.22 13,982 2.13
78. 29 46 0.75 10,803 2.85
81. 3 46 0.53 4,588 1.03
80. 17 46 0.95 14,013 0.99
83. 0 46 0.35 445 0.00
82. 1 46 0.52 3,193 0.50
85. 0 46 0.24 1,321 0.00
84. 0 46 0.50 215 0.00
87. 0 46 0.50 2,690 0.00
86. 13 46 2.21 4,466 0.97
89. 0 46 0.27 1,350 0.00
88. 1 46 0.39 1,714 1.33
90. 0 46 0.68 1,141 0.00
1.68 1.68
1.68 1.68
1.24 0.94
0.94 0.94
0.94 0.96
1.68 1.68
1.68 0.94
1.68 1.68
1.68 1.68
1.24 1.24
1.68 1.68
1.68 1.68
1.68 1.68
1.68 0.94
1.68 1.68
Redlands Regular Meeting of 05-20-2025 357 of 1269
RK20328 // 2531-2024-01
Exceeds
Base Rate? Roadway Segment Number of Collisions
Number of
Months
Link Length
(Miles) 2024 ADT1 Collision
Rate2
Caltrans
Base Rate3
Collision Rates for Study Area Roadway Segments
City of Redlands 2024 Engineering & Traffic Survey
Table 2
Pennsylvania Avenue
Texas Street to Orange Street
Pennsylvania Avenue
Orange Street to Church Street
Pennsylvania Avenue
Church Street to University Street
Pennsylvania Avenue
University Street to Judson Street
Pioneer Avenue
Texas Street to Orange Street
Pioneer Avenue
Orange Street to Occidental Drive
Pioneer Avenue
Occidental Drive to Dearborn Street
Pioneer Avenue
Texas Street to I-210 Freeway
Redlands Boulevard
California Street to Texas Street
Redlands Boulevard
Texas Street to Eureka Street
Redlands Boulevard
Eureka Street to Citrus Avenue
Redlands Boulevard
Citrus Avenue to Highland Avenue
Redlands Boulevard
Highland Avenue to Ford Street
Reservoir Road
Ford Street to Wabash Avenue
Rossmont Drive
Garden Street to Sunset Drive
San Bernardino Avenue
Tennessee Street to Orange Street
San Bernardino Avenue
Orange Street to University Street
San Bernardino Avenue
University Street to Wabash Avenue
San Bernardino Avenue
Mountain View Avenue to California Street
San Mateo Street
Brookside Avenue to Fern Avenue
San Mateo Street
Fern Avenue to Highland Avenue
San Timoteo Canyon Road
Fern Avenue to Barton Road
Sunnyside Avenue
Fern Avenue to Cypress Avenue
Sunnyside Avenue
Cypress Avenue to Smiley Heights Drive
Sunset Drive N
Alta Vista Drive to Panorama Point
Sunset Drive N
Panorama Point to Wabash Avenue
Sunset Drive N
Wabash Avenue to Ford Street
Sunset Drive N
Ford Street to Franklin Avenue
Sunset Drive S
Serpentine Road to Alessandro Drive
Sunset Drive S
Alessandro Drive to Ridge Street
No
No
Yes
Yes
117. 0 46 1.26 1,785 0.00
No
No
No
No
Yes
No
No
No
Yes
Yes
Yes
Yes
Yes
No
No
No
No
No
Yes
No
No
No
Yes
No
No
No
91. 3 46 0.50 2,944 1.72
93. 0 46 0.37 1,895 0.00
92. 3 46 0.50 4,000 1.26
95. 11 46 0.51 6,610 2.74
94. 1 46 0.63 1,620 0.80
97. 5 46 1.12 3,653 0.94
96. 3 46 0.75 5,207 0.61
99. 66 46 2.10 7,122 3.27
98. 6 46 0.55 6,983 1.30
101. 26 46 0.63 15,693 2.14
100. 7 46 0.33 13,178 1.49
103. 4 46 0.61 14,422 0.37
102. 30 46 0.95 12,726 1.93
105. 0 46 0.46 781 0.00
104. 3 46 1.11 2,737 0.76
107. 9 46 0.88 11,076 0.72
106. 24 46 0.97 17,340 1.11
109. 3 46 1.00 13,920 0.17
108. 15 46 1.62 8,047 0.86
111. 3 46 0.75 5,244 0.61
110. 3 46 0.50 9,031 0.56
113. 0 46 0.26 804 0.00
112. 21 46 1.32 8,686 1.39
115. 0 46 0.57 574 0.00
114. 0 46 0.37 423 0.00
116. 6 46 0.57 766 11.33
119. 1 46 0.73 330 3.31
118. 0 46 0.21 1,260 0.00
120. 1 46 0.70 627 1.83
1.68 1.68
1.68 1.68
1.68 1.68
1.68 1.68
1.68 1.24
1.31 0.94
0.94 0.94
0.94 0.94
1.24 1.68
1.24 1.68
1.68 1.23
0.96 0.96
1.24 1.68
1.68 1.68
1.68 1.68
Redlands Regular Meeting of 05-20-2025 358 of 1269
RK20328 // 2531-2024-01
Exceeds
Base Rate? Roadway Segment Number of Collisions
Number of
Months
Link Length
(Miles) 2024 ADT1 Collision
Rate2
Caltrans
Base Rate3
Collision Rates for Study Area Roadway Segments
City of Redlands 2024 Engineering & Traffic Survey
Table 2
Sunset Drive S
Ridge Street to Helen Drive
Sunset Drive S
Helen Drive to Alta Vista Drive
Tennessee Street & San Mateo Street
Colton Avenue to Brookside Avenue
Terracina Boulevard
Barton Road to Olive Avenue
Terracina Boulevard
Olive Avenue to Cypress Avenue
Texas Street
Redlands Boulevard to Lugonia Avenue
Texas Street
Lugonia Avenue to San Bernardino Avenue
Texas Street
San Bernardino Avenue to Domestic Avenue
University Street
Cypress Avenue to Colton Avenue
University Street
Colton Avenue to Lugonia Avenue
University Street
Lugonia Avenue to San Bernardino Avenue
Via Vista Drive
Country Club Drive to Helena Lane
Wabash Avenue
Fifth Avenue to Citrus Avenue
Wabash Avenue
Citrus Avenue to Colton Avenue
Wabash Avenue
Colton Avenue to Sessums Drive
Wabash Avenue
Fifth Avenue to Panorama Drive
Wabash Avenue
Reservoir Road to Palo Alto Drive
3 Source: Caltrans Crash Data on California State Highways (Road Miles, Travel, Crashes, Crash Rates) (2022) 2 Collisions per million vehicle miles traveled
1 ADT = Average Daily Traffic
No
No
No
Yes
No
No
Yes
No
No
No
No
No
No
Yes
Yes
No
No
121. 4 46 1.92 972 1.60
123. 40 46 1.00 12,074 2.56
122. 2 46 0.78 987 2.06
125. 0 46 0.49 5,837 0.00
124. 2 46 0.78 9,157 0.22
127. 2 46 0.50 5,462 0.62
126. 23 46 0.85 9,293 2.29
129. 36 46 0.69 16,751 2.50
128. 3 46 0.50 6,029 0.84
131. 1 46 0.50 1,980 0.85
130. 9 46 0.50 10,659 1.42
133. 1 46 0.49 4,640 0.37
132. 0 46 0.64 219 0.00
135. 13 46 1.39 10,021 0.71
134. 3 46 0.51 6,044 0.82
137. 2 46 0.98 2,420 0.65
136. 0 46 0.79 665 0.00
1.68 1.68
0.96 1.24
0.96 0.94
1.31 1.68
0.96 1.68
1.68 1.68
1.68 1.68
1.68 1.24
1.68 Redlands Regular Meeting of 05-20-2025 359 of 1269 RK20328 // 2531-2024-01
Alabama Street
Barton Road to Park Avenue
Alabama Street
Park Avenue to Lugonia Avenue
Alabama Street
City Limit s/o Santa Ana River to City Limit Line n/o Santa Ana River Alessandro Road
Crescent Avenue to Sunset Drive
Alessandro Road
Sunset Drive to Creekside Drive
Alessandro Road
Creekside Drive to San Timoteo Canyon Road
Alta Vista Drive
Florida Street to Sunset Drive
Barton Road
West City Limit to Terracina Boulevard
Barton Road
Terracina Boulevard to Alabama Street
Barton Road
Alabama Street to Lakeside Avenue
Brockton Avenue
New York Street to Texas Street
Brockton Avenue
Texas Street to Church Street
Brockton Avenue
Church Street to Judson Street
Brockton Avenue
Judson Street to Wabash Avenue
Brookside Avenue
Lakeside Avenue to Center Street
Brookside Avenue
Center Street to Eureka Street
Cajon Street
Vine Street to Fern Avenue
Cajon Street
Fern Avenue to Garden Street
California Street
Palmetto Avenue to Almond Avenue (southbound)
California Street
Almond Avenue to Redlands Boulevard
Center Street
State Street to Brookside Avenue
Center Street
Brookside Avenue to Cypress Avenue
Center Street
Cypress Avenue to Crescent Avenue
23. 00 3 4
21. 23 0
22. 26 2
3 2
19. 11 1
20. 13 17 15
2 17
17. 24 1
18. 58 1
1 11
15. 87 8
16. 84 3
9 10
13. 44 2
14. 33 3
1 2
11. 00 0
12. 47 6
0 11
9. 14 3
10. 63 4
4 3
7. 10 1
8. 84 3
1 2
5. 21 1
6. 12 0 1
2 4. 20 2
1. 68 3
2. 24 14 13
2 2
23 9
Table 3
City of Redlands 2024 Engineering & Traffic Survey
Total Collisions by Year1
Roadway Segment 2021 2022 2024
3. 52 1
2023
Redlands Regular Meeting of 05-20-2025 360 of 1269
RK20328 // 2531-2024-01
Table 3
City of Redlands 2024 Engineering & Traffic Survey
Total Collisions by Year1
Roadway Segment 2021 2022 2023 2024
Center Street
Crescent Avenue to Ridge Street
Central Avenue
University Street to Judson Street
Church Street
Pioneer Avenue to Redlands Boulevard
Citrus Avenue
Eureka Street to Orange Street
Citrus Avenue
Redlands Boulevard to University Street
Citrus Avenue
University Street to Wabash Avenue
Colton Avenue
Redlands Boulevard to Church Street
Colton Avenue
Church Street to Grove Street
Colton Avenue
Grove Street to Dearborn Street
Colton Avenue
Dearborn Street to Wabash Avenue
Crescent Avenue
Ramona Drive to Serpentine Drive
Crestview Road
Ford Street to Buckingham Drive
Cypress Avenue
Terracina Boulevard to Center Street
Cypress Avenue
Center Street to Redlands Boulevard
Cypress Avenue
Redlands Boulevard to Citrus Avenue
Dearborn Street
5th Avenue to Colton Avenue
Dearborn Street
Colton Avenue to Lugonia Avenue
Dearborn Street
Lugonia Avenue to San Bernardino Avenue
Dearborn Street
San Bernardino Avenue to Sessums Drive
Elizabeth Street
Garden Street to Crescent Avenue
Fern Avenue
Redlands Boulevard to Cajon Street
Fern Avenue
Cajon Street to Center Street
Fern Avenue
Center Street to San Mateo Street
45. 21 0
46. 13 3
2 3
43. 22 1
44. 02 1
0 2
41. 00 0
42. 00 0
0 0
39. 11 0
40. 21 0
2 1
37. 43 6
38. 36 1
5 7
35. 00 0
36. 93 4
0 4
33. 12 1
34. 02 4
1 1
31. 72 1
32. 21 1
9 6
29. 38 7
30. 34 39 15
7 37
27. 26 1
28. 10 4 4
4 5
25. 11 2
26. 14 6 7
9 18
24. 10 1 0
Redlands Regular Meeting of 05-20-2025 361 of 1269
RK20328 // 2531-2024-01
Table 3
City of Redlands 2024 Engineering & Traffic Survey
Total Collisions by Year1
Roadway Segment 2021 2022 2023 2024
Fern Avenue
San Mateo Street to Terracina Boulevard
Fifth Avenue
Ford Street to Dearborn Street
Fifth Avenue
Dearborn Street to Wabash Avenue
Ford Street
Citrus Avenue to Fifth Avenue
Ford Street
Fifth Avenue to Reservoir Road
Ford Street
Reservoir Road to Sunset Drive
Ford Street
Sunset Drive to Garden Hill Drive
Franklin Avenue
Eucalyptus Drive to Oak Street
Franklin Avenue
Oak Street to Garden Street
Garden Street
Mariposa Drive to Cajon Street
Grove Street
Highland Avenue to Citrus Avenue
Grove Street
Citrus Avenue to Brockton Avenue
Highland Avenue
Ford Street to Cajon Street
Highland Avenue
Cajon Street to San Mateo Street
Highland Avenue
San Mateo Street to Serpentine Drive
Judson Street
Citrus Avenue to Colton Avenue
Judson Street
Colton Avenue to Lugonia Avenue
Judson Street
Lugonia Avenue to Pioneer Avenue
Live Oak Canyon Road
San Timoteo Canyon Road to Easterly Boundary
Lugonia Avenue
1500' w/o Research Avenue to California Street
Lugonia Avenue
California Street to Alabama Street (eastbound)
Lugonia Avenue
Alabama Street to Tennessee Street (eastbound)
Lugonia Avenue
Tennessee Street to Texas Street
69. 10 10 4 4
67. 02 3
68. 72 8
2 7
65. 30 3
66. 02 0
3 0
63. 11 1
64. 11 0
3 1
61. 02 0
62. 02 2
0 2
59. 31 2
60. 40 2
5 5
57. 00 0
58. 40 2
0 2
55. 00 0
56. 01 2
0 3
53. 00 0
54. 12 1
0 0
51. 22 3
52. 33 2
10 5
49. 00 0
50. 11 0
1 0
47. 11 0
48. 20 0
0 0
Redlands Regular Meeting of 05-20-2025 362 of 1269
RK20328 // 2531-2024-01
Table 3
City of Redlands 2024 Engineering & Traffic Survey
Total Collisions by Year1
Roadway Segment 2021 2022 2023 2024
Lugonia Avenue
Texas Street to Orange Street
Mariposa Drive
Wabash Avenue to Country Club Drive
Mariposa Drive
Country Club Drive to Garden Street
Mariposa Drive
Halsey Street to Dwight Street
Mountain View Avenue
I-10 Freeway to Central Avenue (northbound)
New York Street
Colton Avenue to Lugonia Avenue
Olive Avenue
Citrus Avenue to San Mateo Street
Olive Avenue
San Mateo Street to Terracina Boulevard
Orange Street
Lugonia Avenue to Pioneer Avenue
Orange Street
Pioneer Avenue to Hubbard Court
Orange Street
Hubbard Court to City Limits
Orange Tree Lane
California Street to Nevada Street
Orange Tree Lane
Nevada Street to Alabama Street
Pacific Street
Crescent Avenue to Carob Street
Pacific Street
Carob Street to Ridge Street
Palm Avenue
Serpentine Drive to San Mateo Street
Palm Avenue
San Mateo Street to Ford Street
Palmetto Avenue
Nevada Street to California Street (westbound)
Palmetto Avenue
California Street to Marigold Avenue
Palo Alto Drive
Country Club Drive to Mirasol Drive
Palo Alto Drive
Mirasol Drive to Sunset Drive
Pennsylvania Avenue
Texas Street to Orange Street
Pennsylvania Avenue
Orange Street to Church Street
91. 21 1
92. 21 0
2 0
89. 00 0
90. 00 0
0 0
87. 00 0
88. 10 0
1 0
85. 00 0
86. 25 2
0 6
83. 00 0
84. 01 0
0 0
81. 03 2
82. 10 0
3 3
79. 60 1
80. 33 3
5 8
77. 20 0
78. 7 13 6
4 19
75. 33 2
76. 22 1
2 7
73. 00 0
74. 33 0
1 4
71. 00 0
72. 00 0
0 0
70. 11 7 5 9
Redlands Regular Meeting of 05-20-2025 363 of 1269
RK20328 // 2531-2024-01
Table 3
City of Redlands 2024 Engineering & Traffic Survey
Total Collisions by Year1
Roadway Segment 2021 2022 2023 2024
Pennsylvania Avenue
Church Street to University Street
Pennsylvania Avenue
University Street to Judson Street
Pioneer Avenue
Texas Street to Orange Street
Pioneer Avenue
Orange Street to Occidental Drive
Pioneer Avenue
Occidental Drive to Dearborn Street
Pioneer Avenue
Texas Street to I-210 Freeway
Redlands Boulevard
California Street to Texas Street
Redlands Boulevard
Texas Street to Eureka Street
Redlands Boulevard
Eureka Street to Citrus Avenue
Redlands Boulevard
Citrus Avenue to Highland Avenue
Redlands Boulevard
Highland Avenue to Ford Street
Reservoir Road
Ford Street to Wabash Avenue
Rossmont Drive
Garden Street to Sunset Drive
San Bernardino Avenue
Tennessee Street to Orange Street
San Bernardino Avenue
Orange Street to University Street
San Bernardino Avenue
University Street to Wabash Avenue
San Bernardino Avenue
Mountain View Avenue to California Street
San Mateo Street
Brookside Avenue to Fern Avenue
San Mateo Street
Fern Avenue to Highland Avenue
San Timoteo Canyon Road
Fern Avenue to Barton Road
Sunnyside Avenue
Fern Avenue to Cypress Avenue
Sunnyside Avenue
Cypress Avenue to Smiley Heights Drive
Sunset Drive N
Alta Vista Drive to Panorama Point
1 0
113. 01 0
114. 00 0
0 0
115. 00
111. 21 0
112. 7 11 6
1 4
109. 24 3
110. 10 2
1 1
107. 12 2
108. 25 4
5 6
105. 00 0
106. 4 12 2
0 12
103. 42 1
104. 11 1
6 0
101. 4 7 11
102. 10 9 7
6 10
99. 12 18 23
100. 26 0
18 5
97. 21 0
98. 30 2
0 3
95. 64 1
96. 00 2
2 1
93. 00 0
94. 00 0
0 1
Redlands Regular Meeting of 05-20-2025 364 of 1269
RK20328 // 2531-2024-01
Table 3
City of Redlands 2024 Engineering & Traffic Survey
Total Collisions by Year1
Roadway Segment 2021 2022 2023 2024
Sunset Drive N
Panorama Point to Wabash Avenue
Sunset Drive N
Wabash Avenue to Ford Street
Sunset Drive N
Ford Street to Franklin Avenue
Sunset Drive S
Serpentine Road to Alessandro Drive
Sunset Drive S
Alessandro Drive to Ridge Street
Sunset Drive S
Ridge Street to Helen Drive
Sunset Drive S
Helen Drive to Alta Vista Drive
Tennessee Street & San Mateo Street
Colton Avenue to Brookside Avenue
Terracina Boulevard
Barton Road to Olive Avenue
Terracina Boulevard
Olive Avenue to Cypress Avenue
Texas Street
Redlands Boulevard to Lugonia Avenue
Texas Street
Lugonia Avenue to San Bernardino Avenue
Texas Street
San Bernardino Avenue to Domestic Avenue
University Street
Cypress Avenue to Colton Avenue
University Street
Colton Avenue to Lugonia Avenue
University Street
Lugonia Avenue to San Bernardino Avenue
Via Vista Drive
Country Club Drive to Helena Lane
Wabash Avenue
Fifth Avenue to Citrus Avenue
Wabash Avenue
Citrus Avenue to Colton Avenue
Wabash Avenue
Colton Avenue to Sessums Drive
Wabash Avenue
Fifth Avenue to Panorama Drive
Wabash Avenue
Reservoir Road to Palo Alto Drive
1 Total collissions include all reported collissions along the segment, including collissions that occurred at intersections.
Total Collisions 289
0 414 399 523
137. 20 0
0 136. 01 0
4 0
133. 01 0
134. 00 1
0 2
135. 82
1 132. 00 0
4 0
129. 10 9 0
130. 41 2
14 6
131. 61
2 128. 22 8
2 1
125. 20 0
126. 58 7
0 6
127. 11
5 124. 20 0
20 2
121. 20 0
122. 01 0
2 2
123. 9 13
0 120. 00 1
1 1
117. 00 0
118. 00 0
0 0
119. 00
116. 35 1 1
Redlands Regular Meeting of 05-20-2025 365 of 1269
RK20328 // 2531-2024-01
2 0 Vehicle / Other Motor Vehicle
1 1 Vehicle / Object
10 Vehicle / Pedestrian
1 0 Vehicle / Object
02 Vehicle / Pedestrian
1 0 Vehicle / Other Motor Vehicle
Alabama Street 1 0 Vehicle / Other Motor Vehicle
Park Avenue to Lugonia Avenue 0 1 Vehicle / Train
Citrus Avenue 10 Vehicle / Pedestrian
University Street to Wabash Avenue 1 0 Vehicle / Other Motor Vehicle Cypress Avenue 1 0 Vehicle / Other Motor Vehicle
Center Street to Redlands Boulevard 0 1 Vehicle / Pedestrian Cypress Avenue 1 0 Vehicle / Other Motor Vehicle
Redlands Boulevard to Citrus Avenue 0 1 Vehicle / Other Parked Motor Vehicle Ford Street 1 0 Vehicle / Other Motor Vehicle
Fifth Avenue to Reservoir Road 1 0 Vehicle / Object
Lugonia Avenue 1 0 Vehicle / Bicycle
Tennessee Street to Texas Street 1 0 Vehicle / Pedestrian Lugonia Avenue
Texas Street to Orange Street
Mountain View Avenue 01 Vehicle / Pedestrian
I-10 Freeway to Central Avenue (northbound) 1 0 Vehicle / Other Motor Vehicle Orange Street 1 0 Vehicle / Other Motor Vehicle
Pioneer Avenue to Hubbard Court 1 0 Vehicle / Object
San Bernardino Avenue
Mountain View Avenue to California Street
Sunset Drive N 1 0 Vehicle / Other Parked Motor Vehicle Panorama Point to Wabash Avenue 1 0 Vehicle / Bicycle
Texas Street
Redlands Boulevard to Lugonia Avenue
Alessandro Road
Crescent Avenue to Sunset Drive
Cajon Street
Fern Avenue to Garden Street
Church Street
Pioneer Avenue to Redlands Boulevard
Citrus Avenue
Eureka Street to Orange Street
Colton Avenue
Church Street to Grove Street
Colton Avenue
Grove Street to Dearborn Street
Dearborn Street
5th Avenue to Colton Avenue
Fern Avenue
Redlands Boulevard to Cajon Street
Highland Avenue
Ford Street to Cajon Street
Orange Street
Lugonia Avenue to Pioneer Avenue
Redlands Boulevard
California Street to Texas Street
Redlands Boulevard
Citrus Avenue to Highland Avenue
San Mateo Street
Brookside Avenue to Fern Avenue
San Timoteo Canyon Road
Fern Avenue to Barton Road
Sunset Drive S
Ridge Street to Helen Drive
Sunset Drive S
Helen Drive to Alta Vista Drive
Tennessee Street & San Mateo Street
Colton Avenue to Brookside Avenue
123. 110
126. 211
112. 101
0 39. 110
2 122. 110
121. 110
102. 110
110. 110
99. 110
11 202
78. 110
Orange Street
Hubbard Court to City Limits
59. 110
70. 220
69. 2
74. 2
79. 2
44. 116.
51. 2
10 30. 5
29. 2
32. 110
31. 110
Colton Avenue
Redlands Boulevard to Church Street
38. 2
37. 2
80. 4
109.
Vehicle / Object
Vehicle / Other Motor Vehicle
Vehicle / Bicylce
Roadway Segment Total S+F
Collisions
Severe
Collisions
Fatal
Collisions Mode
2. 2
4. 110
18. 110
27. 110
26. 1
City of Redlands 2024 Engineering & Traffic Survey
Table 4
Vehicle / Pedestrian
Vehicle / Other Motor Vehicle
Vehicle / Pedestrian
Vehicle / Object
Severe and Fatal Collisions1
Vehicle / Bicycle
Vehicle / Pedestrian
Vehicle / Pedestrian
Vehicle / Pedestrian
Vehicle / Object
Vehicle / Bicycle
Vehicle / Other Motor Vehicle
Vehicle / Other Motor Vehicle
Vehicle / Other Motor Vehicle
Vehicle / Other Motor Vehicle
Vehicle / Pedestrian
Vehicle / Pedestrian
Vehicle / Pedestrian
Redlands Regular Meeting of 05-20-2025 366 of 1269
RK20328 // 2531-2024-01
Roadway Segment Total S+F
Collisions
Severe
Collisions
Fatal
Collisions Mode
City of Redlands 2024 Engineering & Traffic Survey
Table 4
Severe and Fatal Collisions1
Terracina Boulevard
Olive Avenue to Cypress Avenue
University Street
Colton Avenue to Lugonia Avenue
University Street
Lugonia Avenue to San Bernardino Avenue
Wabash Avenue
Colton Avenue to Sessums Drive
1 Severe and fatal collisions reported from 2021 to 2024. 131. 101
130. 110
135. 110
125. 110
Vehicle / Pedestrian
Vehicle / Other Motor Vehicle
Vehicle / Other Motor Vehicle
Vehicle / Object
Redlands Regular Meeting of 05-20-2025 367 of 1269
Appendices
Redlands Regular Meeting of 05-20-2025 368 of 1269
Appendix A
CA MUTCD Section 2B.13
Redlands Regular Meeting of 05-20-2025 369 of 1269
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Guidance:
A Reduced Speed Limit Ahead (W3-5 or W3-5a) sign (see Section 2C.38) should be used to inform road users of a reduced speed zone where the speed limit is being reduced by more than 10 mph, or where engineering judgment indicates the need for advance notice to comply with the posted speed limit ahead. States and local agencies should conduct engineering studies at least once every 5, 7 or 14 years, in compliance with CVC Section 40802 to reevaluate non-statutory speed limits on segments of their roadways that have undergone significant changes since the last review, such as the addition or elimination of parking or driveways, changes in the number of travel lanes, changes in the configuration of bicycle lanes, changes in traffic control signal coordination, or significant changes in traffic volumes. No more than three speed limits should be displayed on any one Speed Limit sign or assembly. When a speed limit within a speed zone is posted, it should be within 5 mph of the 85th-percentile speed of freeflowing traffic.
CVC Section 22358.6 – 85th-Percentile, Rounding, 5 mph Increment, 5 mph speed reduction and Maximum Speed Reduction
Standard:
DWhen a speed limit is to be posted, it shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic (CVC Section 22358.6(a)), except as shown in the two Options below for rounding down and using 5 mph speed reduction (CVC Section 22358.6(b)), or rounding up (CVC Section 22358.6(c)), or if using &KDSWHU%±5HJXODWRU\6LJQV%DUULFDGHVDQG*DWHV 5HYLVHG-DQXDU\ 3DUW±6LJQV Redlands Regular Meeting of 05-20-2025 371 of 1269
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additional 5 mph speed reduction on local agency roadways for safety corridor designation (CVC Section 22358.7(a)(1)) or adjacent to land or facility generating high concentrations of bicyclists and pedestrians (CVC Section 22358.7(a)(2)).
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FThe total reduction in the speed limit using the nearest 5 mph increment (CVC Section 22358.6(a)), rounding up (CVC Section 22358.6(c)), rounding down and using 5 mph speed reduction (CVC Section22358.6(b)), additional 5 mph speed reduction for safety corridor designation (CVC Section 22358.7(a)(1)) or adjacent to land or facility generating high concentrations of bicyclists and pedestrians (CVC Section 22358.7(a)(2)), this speed reduction shall not exceed
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ICVC Sections 22358.7, 22358.8 and 22358.9 and their related policies shall not be applicable to roadways on the State Highway System.
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LThe additional 5 mph speed reduction allowed by CVC Section 22358.7 on designated safety corridors or on portions of highway adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, shall not be applicable on any roadway segment that is on the State Highway System MThe option allowed by CVC Section 22358.8 to retain the currently adopted speed limit or restore the immediately prior adopted speed limit, shall not be applicable on any roadway segment that is on the State Highway System. NDeclaring prima facie speed limits of 25 mph or 20 mph on a highway contiguous to a business activity district allowed by CVC Section 22358.9 shall not be applicable on any roadway segment that is on the State Highway System.
CVC Section 22358.7 – Safety corridor and Land or Facilities Generating High Concentrations of Bicyclists and Pedestrians
Standard:
OAdditional lowering of the speed limits from those calculated using rounding (up or down) per CVC Section 22358.6(b) and 22358.6(c) and 5 mph speed reduction using CVC Section 22358.6(b), as included in paragraph 12a, &KDSWHU%±5HJXODWRU\6LJQV%DUULFDGHVDQG*DWHV 5HYLVHG-DQXDU\ 3DUW±6LJQV
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and Options #1 and #2 processes, is prohibited, except for the local agency roadway segments designated as “safety corridor” or “land or facilities that generate high concentrations of bicyclists and pedestrians” in compliance with CVC Sections 22358.6(d) and 22358.7.
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CVC Section 22358.7(a)(1) – “Safety Corridor” Definition Standard:
QA safety corridor shall be defined as a roadway segment within an overall roadway network where the highest number of serious injury and fatality crashes occur.
ROne or more of the required crash weighting factors listed in the Table 2B-105(CA) shall be used to prioritize the locations of fatal and serious injury crashes in developing the “Safety Corridor”. 2SWLRQ
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TThe prioritized subset of safety corridors shall:
1. Identify specific locations with high crash occurrences.
2. Identify corridor-level segments with a pattern of crash reoccurrence.
3. Be able to be stratified by mode.
USafety corridors shall represent a prioritized subset of the overall roadway network within an authority’s responsibilities and shall not exceed one-fifth of the overall roadway network.
Guidance:
VA jurisdiction should use three to five years of the most recent crash data to determine a safety corridor based on Fatal and Serious Injury data.
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YA licensed professional engineer shall sign off on logical termini identified for a safety corridor using existing E&TS.
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CVC Section 22358.7(a)(2) – “Land or facility that generates high concentrations of bicyclists or pedestrians” definition Standard:
[Except for the Option in first paragraph below, a land or facility that generates high concentrations of bicyclists or pedestrians shall be defined as the portion of the highway where one or more of any of the generators listed in Table 2B-106(CA) are present within a distance of 1320 feet. 2SWLRQ
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Standard:
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DEThe top twenty percent of pedestrian and/or bicyclist fatalities or serious injury crashes within a three to five year period shall be based on the geographic area within the jurisdiction of the Engineer performing the E&TS. 2SWLRQ
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DHThe provisions of CVC Section 22358.7 to additionally lower the speed limit (by designating safety corridor or on portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians), shall not be applicable until actions required per CVC Section 22358.7 by Department of Transportation and Judicial Council are completed or June 30, 2024, whichever is sooner.
CVC Section 22358.8 (Retain currently adopted or restore immediately prior speed limit) 2SWLRQ
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DJCurrently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS 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.
DK If local agency decides to use lower speed limit based on CVC Section 22358.8, after completing an E&TS and finding that the speed limit is still more than is reasonable or safe, it shall not be reduced by any more than 5 mph from the currently adopted speed limit nor below the immediately prior speed limit. Refer to CVC Section 22358.8(b).
CVC Section 22358.9 – Business Activity District
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0DUNHGFURVVZDONVQRWFRQWUROOHGE\DWUDIILFFRQWUROGHYLFH Standard:
DNA local authority shall not declare a prima facie speed limit on a portion of a highway where the local authority has already lowered the speed limit as permitted for designated safety corridors (CV Section 22358.7) or using the land or facility adjacent to high concentration of pedestrians and bicyclists (CVC Section 22358.7) or retained the currently adopted speed limit (CVC Section 22358.8) or have restored the immediately prior adopted speed limit (CVC Section 22358.8). Refer to CVC Section 22358.9(c).
Speed studies for signalized intersection approaches should be taken outside the influence area of the traffic control signal, which is generally considered to be approximately 1/2 mile, to avoid obtaining skewed results for the 85th-percentile speed.
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An advisory speed plaque (see Section 2C.08) mounted below a warning sign should be used to warn road users of an advisory speed for a roadway condition. A Speed Limit sign should not be used for this situation. 2SWLRQ
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Guidance:
If a changeable message sign displaying approach speeds is installed, the legend YOUR SPEED XX MPH or such similar legend should be displayed. The color of the changeable message legend should be a yellow legend on a black background or the reverse of these colors.
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Engineering and Traffic Survey (E&TS)
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An engineering and traffic survey (E&TS) shall include, among other requirements deemed necessary by Caltrans, consideration of all of the following:
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A. Prevailing speeds as determined by traffic engineering measurements.
B. Collision records.
C. Highway, traffic, and roadside conditions not readily apparent to the driver.
Guidance:
The E&TS should contain sufficient information to document that the required three items of CVC Section 627 are provided and that other conditions not readily apparent to a driver are properly identified. Prevailing speeds are determined by a speed zone survey. A speed zone survey should include:
A. The intent of the speed measurements is to determine the actual speed of unimpeded traffic. The speed of traffic should not be altered by concentrated law enforcement, or other means, just prior to, or while taking the speed measurements.
B. Only one person is required for the field work. Speeds should be read directly from a radar or other electronic speed measuring devices; or,
C. Devices, other than radar, capable of accurately distinguishing and measuring the unimpeded speed of free flowing vehicles may be used.
D. A location should be selected where prevailing speeds are representative of the entire speed zone section. If speeds vary on a given route, more than one speed zone section may be required, with separate measurements for each section. Locations for measurements should be chosen so as to minimize the effects of traffic signals or stop signs.
E. Speed measurements should be taken during off-peak hours between peak traffic periods on weekdays. If there is difficulty in obtaining the desired quantity, speed measurements may be taken during any period with free flowing traffic.
F. The weather should be fair (dry pavement) with no unusual conditions prevailing.
G. The surveyor and equipment should not affect the traffic speeds. For this reason, an unmarked car is recommended, and the radar speed meter located as inconspicuously as possible.
H. In order for the sample to be representative of the actual traffic flow, the minimum sample should be 100 vehicles in each survey. In no case should the sample contain less than 50 vehicles.
I. Short speed zones of less than 0.5 miles should be avoided, except in transition areas.
J. Speed zone changes should be coordinated with changes in roadway conditions or roadside development.
K. Speed zoning should be in 10 mph increments except in urban areas where 5 mph increments are preferable.
L. Speed zoning should be coordinated with adjacent jurisdictions. 6XSSRUW
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Guidance:
The establishment of a speed limit of more than 5 mph below the 85th percentile speed should be done with great care as studies have shown that establishing a speed limit at less than the 85th percentile generally results in an increase in collision rates; in addition, this may make violators of a disproportionate number of the reasonable majority of drivers. 6XSSRUW
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Redlands Regular Meeting of 05-20-2025 377 of 1269
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Speed zones of less than 0.5 miles and short transition zones should be avoided.
Signs
Standard:
The Speed Limit (R2-1) sign shall be used to give notice of a prima facie or maximum speed limit except as provided under Prima Facie Speed Limits in CVC 22352.
When used, the TRUCKS, 3 AXLES OR MORE 55 MAXIMUM (R6-3(CA)) sign shall be installed approximately 750 feet following each R2-1 sign.
The ALL VEHICLES WHEN TOWING 55 MAXIMUM (R6-4(CA)) sign shall be installed approximately 750 feet following the R6-3(CA) sign.
Guidance:
The R6-3(CA) and R6-4(CA) signs should be placed on highway segments where speeds in excess of 55 mph are permitted.
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Standard:
The R2-4(CA) sign shall always be followed by a Speed Limit (R2-1) sign installed at the beginning of the zone where the reduced speed limit applies.
The End Speed Limit (R3(CA)) sign shall only be used to mark the end of a speed zone.
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Speed limit signs shall be placed at the beginning of all restricted speed zones. 2SWLRQ
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The Speed Limit (R2-1) and End Speed Limit (R3(CA)) signs, as appropriate shall be placed at the end of all restricted speed zones.
Freeways with 65 mph and those segments where a speed limit of 70 mph has been approved by Caltrans, with approval by the California Highway Patrol, shall be posted as follows:
x At the segment entrance, R2-1 signs shall be installed right of traffic off of the right shoulder. x R2-1 signs shall also be installed off of the right shoulder only, throughout the segment, at a maximum of 25 mile intervals.
Redlands Regular Meeting of 05-20-2025 378 of 1269
Appendix B
Speed Survey Statistical Summary Sheets
Redlands Regular Meeting of 05-20-2025 379 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Alabama Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Barton Road - Park Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:00
52 0 0 52 0
51 0 1 51 X 1 Time
50 0 2 50 X X 2 To: 10:20
49 1 1 49 X X 2
48 0 2 48 X X 2 Existing
47 2 2 47 X X X X 4 * Speed Limit: 45 MPH
46 3 3 46 X X X X X X 6 *
45 5 4 45 X X X X X X X X X 9 *
44 3 1 44 X X X X 4 P
43 3 10 43 X X X X X X X X X X X X X 13 A
42 3 5 42 X X X X X X X X 8 C
41 2 5 41 X X X X X X X 7 E Northbound Southbound Combined Statistics 40 6 2 40 X X X X X X X X 8 * % Over Pace: 12% 8% 7%
39 5 9 39 X X X X X X X X X X X X X X 14 *
38 9 1 38 X X X X X X X X X X 10 * % In Pace: 86% 86% 83% 37 2 2 37 X X X X 4
36 5 0 36 X X X X X 5 % Under Pace: 2% 6% 10%
35 1 0 35 X 1
34 0 0 34 0 Average Speed: 41 MPH 43 MPH 42 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 36 - 45 MPH 39 - 48 MPH 38 - 47 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 37 MPH 39 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 40 MPH 43 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 45 MPH 47 MPH 46 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/26/24
Redlands Regular Meeting of 05-20-2025 380 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Alabama Street
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: City Limit Line South of Santa Ana River - City Limit Line North of Santa Ana River 72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 2 0 65 X X 2
64 2 0 64 X X 2 Time
63 0 1 63 X 1 From: 9:20
62 1 1 62 X X 2
61 0 2 61 X X 2 Time
60 1 1 60 X X 2 To: 9:40
59 0 5 59 X X X X X 5
58 1 2 58 X X X 3 Existing
57 6 3 57 X X X X X X X X X 9 * Speed Limit: 55 MPH
56 2 5 56 X X X X X X X 7 *
55 5 4 55 X X X X X X X X X 9 *
54 3 3 54 X X X X X X 6 P
53 2 3 53 X X X X X 5 A
52 4 5 52 X X X X X X X X X 9 C
51 3 3 51 X X X X X X 6 E Northbound Southbound Combined Statistics 50 5 3 50 X X X X X X X X 8 * % Over Pace: 14% 10% 19%
49 4 0 49 X X X X 4 *
48 4 2 48 X X X X X X 6 * % In Pace: 76% 72% 69%
47 0 0 47 0
46 2 3 46 X X X X X 5 % Under Pace: 10% 18% 12%
45 3 3 45 X X X X X X 6
44 0 1 44 X 1 Average Speed: 53 MPH 54 MPH 53 MPH
43 0 0 43 0
42 0 0 42 0 Pace Speed: 48 - 57 MPH 50 - 59 MPH 48 - 57 MPH 41 0 0 41 0
40 0 0 40 0
39 0 0 39 0 15th Percentile / Critical Speed: 48 MPH 48 MPH 48 MPH 38 0 0 38 0
37 0 0 37 0 50th Percentile / Critical Speed: 52 MPH 54 MPH 54 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed: 57 MPH 59 MPH 59 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/1/24
Redlands Regular Meeting of 05-20-2025 381 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Alabama Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Park Avenue - Lugonia Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:40
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 10:00
49 0 0 49 0
48 0 2 48 X X 2 Existing
47 1 1 47 X X 2 Speed Limit: 35 MPH
46 2 2 46 X X X X 4
45 1 3 45 X X X X 4
44 5 4 44 X X X X X X X X X 9 *
43 4 1 43 X X X X X 5 *
42 4 3 42 X X X X X X X 7 *
41 1 6 41 X X X X X X X 7 P Northbound Southbound Combined Statistics 40 3 6 40 X X X X X X X X X 9 A % Over Pace: 8% 10% 12% 39 2 6 39 X X X X X X X X 8 C
38 9 4 38 X X X X X X X X X X X X X 13 E % In Pace: 74% 84% 79% 37 4 5 37 X X X X X X X X X 9 *
36 2 4 36 X X X X X X 6 * % Under Pace: 18% 6% 9%
35 3 3 35 X X X X X X 6 *
34 5 0 34 X X X X X 5 Average Speed: 39 MPH 40 MPH 40 MPH 33 4 0 33 X X X X 4
32 0 0 32 0 Pace Speed: 35 - 44 MPH 36 - 45 MPH 35 - 44 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 34 MPH 37 MPH 35 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 38 MPH 40 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 44 MPH 45 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/26/24
Redlands Regular Meeting of 05-20-2025 382 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Alessandro Road
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Creekside Drive - San Timoteo Canyon Road 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:05
42 0 1 42 X 1
41 1 1 41 X X 2 Time
40 0 1 40 X 1 To: 2:35
39 1 2 39 X X X 3
38 2 2 38 X X X X 4 Existing
37 0 2 37 X X 2 Speed Limit: 35 MPH
36 1 4 36 X X X X X 5 *
35 4 7 35 X X X X X X X X X X X 11 *
34 4 7 34 X X X X X X X X X X X 11 *
33 6 4 33 X X X X X X X X X X 10 P
32 6 3 32 X X X X X X X X X 9 A
31 4 6 31 X X X X X X X X X X 10 C Northbound Southbound Combined Statistics 30 5 2 30 X X X X X X X 7 E % Over Pace: 10% 6% 13%
29 4 1 29 X X X X X 5 *
28 2 2 28 X X X X 4 * % In Pace: 84% 78% 77%
27 3 2 27 X X X X X 5 *
26 4 1 26 X X X X X 5 % Under Pace: 6% 16% 10%
25 1 1 25 X X 2
24 1 1 24 X X 2 Average Speed: 31 MPH 33 MPH 32 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 26 - 35 MPH 30 - 39 MPH 27 - 36 MPH 21 1 0 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 29 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 31 MPH 34 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 35 MPH 37 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/26/24
Redlands Regular Meeting of 05-20-2025 383 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Alessandro Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Crescent Avenue - Sunset Drive
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 1:45
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 2:05
49 1 1 49 X X 2
48 1 1 48 X X 2 Existing
47 2 2 47 X X X X 4 Speed Limit: 40 MPH
46 2 1 46 X X X 3
45 2 0 45 X X 2
44 3 5 44 X X X X X X X X 8 *
43 3 3 43 X X X X X X 6 *
42 7 3 42 X X X X X X X X X X 10 *
41 7 1 41 X X X X X X X X 8 P Northbound Southbound Combined Statistics 40 3 2 40 X X X X X 5 A % Over Pace: 4% 10% 13%
39 11 6 39 X X X X X X X X X X X X X X X X X 17 C
38 3 6 38 X X X X X X X X X 9 E % In Pace: 86% 78% 79%
37 1 5 37 X X X X X X 6 *
36 1 6 36 X X X X X X X 7 * % Under Pace: 10% 12% 8%
35 1 2 35 X X X 3 *
34 0 2 34 X X 2 Average Speed: 41 MPH 39 MPH 40 MPH
33 2 1 33 X X X 3
32 0 1 32 X 1 Pace Speed: 38 - 47 MPH 35 - 44 MPH 35 - 44 MPH 31 0 0 31 0
30 0 0 30 0
29 0 2 29 X X 2 15th Percentile / Critical Speed: 38 MPH 35 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 41 MPH 38 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 45 MPH 44 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/26/24
Redlands Regular Meeting of 05-20-2025 384 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Alessandro Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Sunset Drive - Creekside Drive
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 2:35
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 3:10
49 1 0 49 X 1
48 0 1 48 X 1 Existing
47 0 1 47 X 1 Speed Limit: 40 MPH
46 0 2 46 X X 2
45 2 2 45 X X X X 4 *
44 4 3 44 X X X X X X X 7 *
43 4 2 43 X X X X X X 6 *
42 6 5 42 X X X X X X X X X X X 11 P
41 3 2 41 X X X X X 5 A Northbound Southbound Combined Statistics 40 4 7 40 X X X X X X X X X X X 11 C % Over Pace: 2% 18% 5% 39 3 4 39 X X X X X X X 7 E
38 7 2 38 X X X X X X X X X 9 * % In Pace: 86% 74% 79%
37 5 7 37 X X X X X X X X X X X X 12 *
36 5 2 36 X X X X X X X 7 * % Under Pace: 12% 8% 16%
35 2 2 35 X X X X 4
34 2 4 34 X X X X X X 6 Average Speed: 39 MPH 39 MPH 39 MPH 33 1 0 33 X 1
32 0 3 32 X X X 3 Pace Speed: 36 - 45 MPH 34 - 43 MPH 36 - 45 MPH 31 1 1 31 X X 2
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 36 MPH 34 MPH 35 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 39 MPH 39 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 43 MPH 44 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/26/24
Redlands Regular Meeting of 05-20-2025 385 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Alta Vista Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Florida Street - Sunset Drive
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 2 46 X X 2
45 1 3 45 X X X X 4
44 0 4 44 X X X X 4 Time
43 1 3 43 X X X X 4 From: 1:10
42 4 4 42 X X X X X X X X 8 *
41 3 2 41 X X X X X 5 * Time
40 5 2 40 X X X X X X X 7 * To: 1:45
39 1 7 39 X X X X X X X X 8 P
38 4 3 38 X X X X X X X 7 A Existing
37 3 5 37 X X X X X X X X 8 C Speed Limit: 40 MPH
36 5 5 36 X X X X X X X X X X 10 E
35 4 2 35 X X X X X X 6 *
34 5 3 34 X X X X X X X X 8 *
33 3 3 33 X X X X X X 6 *
32 3 0 32 X X X 3
31 3 0 31 X X X 3 Eastbound Westbound Combined Statistics 30 1 2 30 X X X 3 % Over Pace: 4% 4% 14%
29 2 0 29 X X 2
28 2 0 28 X X 2 % In Pace: 74% 76% 73%
27 0 0 27 0
26 0 0 26 0 % Under Pace: 22% 20% 13%
25 0 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 39 MPH 37 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 33 - 42 MPH 36 - 45 MPH 33 - 42 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 31 MPH 34 MPH 33 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 36 MPH 39 MPH 37 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 44 MPH 42 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/1/24
Redlands Regular Meeting of 05-20-2025 386 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Barton Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Alabama Street - Lakeside Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:10
52 0 1 52 X 1
51 0 1 51 X 1 Time
50 0 1 50 X 1 To: 11:30
49 1 1 49 X X 2
48 1 3 48 X X X X 4 Existing
47 2 0 47 X X 2 Speed Limit: 45 MPH
46 2 1 46 X X X 3
45 2 3 45 X X X X X 5 *
44 0 3 44 X X X 3 *
43 5 2 43 X X X X X X X 7 *
42 4 3 42 X X X X X X X 7 P
41 7 9 41 X X X X X X X X X X X X X X X X 16 A Eastbound Westbound Combined Statistics 40 6 6 40 X X X X X X X X X X X X 12 C % Over Pace: 12% 14% 14% 39 9 4 39 X X X X X X X X X X X X X 13 E
38 4 4 38 X X X X X X X X 8 * % In Pace: 86% 78% 82%
37 2 4 37 X X X X X X 6 *
36 4 1 36 X X X X X 5 * % Under Pace: 2% 8% 4%
35 1 2 35 X X X 3
34 0 1 34 X 1 Average Speed: 41 MPH 42 MPH 41 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 36 - 45 MPH 37 - 46 MPH 36 - 45 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 38 MPH 37 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 40 MPH 41 MPH 41 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 45 MPH 46 MPH 45 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/26/24
Redlands Regular Meeting of 05-20-2025 387 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Barton Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Terracina Boulevard - Alabama Street 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:45
52 2 0 52 X X 2
51 3 0 51 X X X 3 Time
50 1 1 50 X X 2 To: 11:10
49 1 1 49 X X 2
48 1 2 48 X X X 3 Existing
47 1 2 47 X X X 3 Speed Limit: 45 MPH
46 1 1 46 X X 2
45 1 2 45 X X X 3
44 1 2 44 X X X 3 *
43 4 0 43 X X X X 4 *
42 3 1 42 X X X X 4 *
41 6 7 41 X X X X X X X X X X X X X 13 P Eastbound Westbound Combined Statistics 40 8 4 40 X X X X X X X X X X X X 12 A % Over Pace: 18% 22% 20% 39 8 2 39 X X X X X X X X X X 10 C
38 3 9 38 X X X X X X X X X X X X 12 E % In Pace: 76% 76% 75% 37 3 4 37 X X X X X X X 7 *
36 1 5 36 X X X X X X 6 * % Under Pace: 6% 2% 5%
35 1 3 35 X X X X 4 *
34 1 2 34 X X X 3 Average Speed: 42 MPH 40 MPH 41 MPH
33 0 1 33 X 1
32 0 1 32 X 1 Pace Speed: 37 - 46 MPH 33 - 42 MPH 35 - 44 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 38 MPH 36 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 40 MPH 38 MPH 40 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 48 MPH 45 MPH 46 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/26/24
Redlands Regular Meeting of 05-20-2025 388 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Barton Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: West City Limit - Terracina Boulevard 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:20
52 0 1 52 X 1
51 2 2 51 X X X X 4 Time
50 1 0 50 X 1 To: 10:45
49 2 0 49 X X 2
48 0 2 48 X X 2 Existing
47 2 3 47 X X X X X 5 * Speed Limit: 45 MPH
46 3 5 46 X X X X X X X X 8 *
45 2 3 45 X X X X X 5 *
44 3 2 44 X X X X X 5 P
43 6 7 43 X X X X X X X X X X X X X 13 A
42 9 5 42 X X X X X X X X X X X X X X 14 C
41 4 7 41 X X X X X X X X X X X 11 E Eastbound Westbound Combined Statistics 40 6 4 40 X X X X X X X X X X 10 * % Over Pace: 14% 10% 10% 39 5 3 39 X X X X X X X X 8 *
38 1 4 38 X X X X X 5 * % In Pace: 84% 86% 84%
37 3 1 37 X X X X 4
36 0 0 36 0 % Under Pace: 2% 4% 6%
35 1 1 35 X X 2
34 0 0 34 0 Average Speed: 42 MPH 43 MPH 43 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 37 - 46 MPH 38 - 47 MPH 38 - 47 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 39 MPH 39 MPH 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 42 MPH 42 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 46 MPH 47 MPH 46 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/26/24
Redlands Regular Meeting of 05-20-2025 389 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Brockton Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Church Street - Judson Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:40
42 0 1 42 X 1
41 0 0 41 0 Time
40 0 0 40 0 To: 2:05
39 1 2 39 X X X 3
38 1 1 38 X X 2 Existing
37 4 0 37 X X X X 4 Speed Limit: 35 MPH
36 2 1 36 X X X 3 *
35 5 6 35 X X X X X X X X X X X 11 *
34 7 4 34 X X X X X X X X X X X 11 *
33 5 6 33 X X X X X X X X X X X 11 P
32 4 3 32 X X X X X X X 7 A
31 6 10 31 X X X X X X X X X X X X X X X X 16 C Eastbound Westbound Combined Statistics 30 5 2 30 X X X X X X X 7 E % Over Pace: 12% 8% 10%
29 1 2 29 X X X 3 *
28 1 8 28 X X X X X X X X X 9 * % In Pace: 82% 86% 84%
27 5 1 27 X X X X X X 6 *
26 1 1 26 X X 2 % Under Pace: 6% 6% 6%
25 1 0 25 X 1
24 1 1 24 X X 2 Average Speed: 32 MPH 32 MPH 32 MPH
23 0 0 23 0
22 0 1 22 X 1 Pace Speed: 27 - 36 MPH 27 - 36 MPH 27 - 36 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 28 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 31 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 36 MPH 35 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 390 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Brockton Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Judson Street - Wabash Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:20
42 0 0 42 0
41 0 2 41 X X 2 Time
40 0 0 40 0 To: 10:25
39 1 1 39 X X 2
38 3 2 38 X X X X X 5 Existing
37 3 2 37 X X X X X 5 Speed Limit: 35 MPH
36 3 6 36 X X X X X X X X X 9 *
35 0 4 35 X X X X 4 *
34 2 7 34 X X X X X X X X X 9 *
33 4 6 33 X X X X X X X X X X 10 P
32 9 4 32 X X X X X X X X X X X X X 13 A
31 3 2 31 X X X X X 5 C Eastbound Westbound Combined Statistics 30 5 2 30 X X X X X X X 7 E % Over Pace: 14% 10% 14%
29 5 3 29 X X X X X X X X 8 *
28 3 4 28 X X X X X X X 7 * % In Pace: 76% 80% 78%
27 4 2 27 X X X X X X 6 *
26 3 1 26 X X X X 4 % Under Pace: 10% 10% 8%
25 0 0 25 0
24 0 1 24 X 1 Average Speed: 31 MPH 33 MPH 32 MPH
23 1 1 23 X X 2
22 1 0 22 X 1 Pace Speed: 27 - 36 MPH 28 - 37 MPH 27 - 36 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 28 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 33 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 36 MPH 36 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/25/24
Redlands Regular Meeting of 05-20-2025 391 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Brockton Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: New York Street - Texas Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 1 44 X 1 Time
43 0 1 43 X 1 From: 9:20
42 0 1 42 X 1
41 1 0 41 X 1 Time
40 1 0 40 X 1 To: 10:45
39 1 0 39 X 1
38 0 2 38 X X 2 Existing
37 3 2 37 X X X X X 5 Speed Limit: 30 MPH
36 1 2 36 X X X 3
35 4 7 35 X X X X X X X X X X X 11 *
34 1 3 34 X X X X 4 *
33 2 5 33 X X X X X X X 7 *
32 6 1 32 X X X X X X X 7 P
31 2 4 31 X X X X X X 6 A Eastbound Westbound Combined Statistics 30 4 1 30 X X X X X 5 C % Over Pace: 28% 14% 16%
29 0 1 29 X 1 E
28 3 2 28 X X X X X 5 * % In Pace: 60% 58% 56%
27 3 3 27 X X X X X X 6 *
26 3 1 26 X X X X 4 * % Under Pace: 12% 28% 28%
25 3 1 25 X X X X 4
24 3 2 24 X X X X X 5 Average Speed: 29 MPH 31 MPH 30 MPH 23 3 2 23 X X X X X 5
22 3 5 22 X X X X X X X X 8 Pace Speed: 23 - 32 MPH 27 - 36 MPH 26 - 35 MPH 21 1 2 21 X X X 3
20 2 1 20 X X X 3
19 0 0 19 0 15th Percentile / Critical Speed: 23 MPH 22 MPH 23 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 30 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 35 MPH 36 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 392 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Brockton Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Texas Street - Church Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 1 0 45 X 1
44 0 0 44 0 Time
43 3 0 43 X X X 3 From: 10:45
42 1 0 42 X 1
41 4 0 41 X X X X 4 Time
40 3 0 40 X X X 3 To: 11:30
39 3 1 39 X X X X 4
38 2 6 38 X X X X X X X X 8 * Existing
37 3 4 37 X X X X X X X 7 * Speed Limit: 35 MPH
36 1 6 36 X X X X X X X 7 *
35 6 4 35 X X X X X X X X X X 10 P
34 4 4 34 X X X X X X X X 8 A
33 4 5 33 X X X X X X X X X 9 C
32 3 5 32 X X X X X X X X 8 E
31 1 4 31 X X X X X 5 * Eastbound Westbound Combined Statistics 30 3 1 30 X X X X 4 * % Over Pace: 10% 2% 16%
29 1 4 29 X X X X X 5 *
28 2 3 28 X X X X X 5 % In Pace: 66% 86% 71%
27 2 2 27 X X X X 4
26 2 1 26 X X X 3 % Under Pace: 24% 12% 13%
25 0 0 25 0
24 1 0 24 X 1 Average Speed: 35 MPH 33 MPH 34 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 32 - 41 MPH 29 - 38 MPH 29 - 38 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 29 MPH 29 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 33 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 37 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 393 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Brookside Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Center Street - Eureka Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 12:10
42 0 0 42 0
41 1 1 41 X X 2 Time
40 0 0 40 0 To: 12:30
39 1 3 39 X X X X 4
38 1 2 38 X X X 3 Existing
37 5 2 37 X X X X X X X 7 * Speed Limit: 35 MPH
36 4 3 36 X X X X X X X 7 *
35 3 7 35 X X X X X X X X X X 10 *
34 0 2 34 X X 2 P
33 8 5 33 X X X X X X X X X X X X X 13 A
32 7 7 32 X X X X X X X X X X X X X X 14 C
31 6 6 31 X X X X X X X X X X X X 12 E Eastbound Westbound Combined Statistics 30 3 3 30 X X X X X X 6 * % Over Pace: 6% 8% 9%
29 2 6 29 X X X X X X X X 8 *
28 6 0 28 X X X X X X 6 * % In Pace: 88% 86% 85%
27 2 1 27 X X X 3
26 1 2 26 X X X 3 % Under Pace: 6% 6% 6%
25 0 0 25 0
24 0 0 24 0 Average Speed: 32 MPH 33 MPH 33 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 28 - 37 MPH 29 - 38 MPH 28 - 37 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 28 MPH 29 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 37 MPH 37 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/26/24
Redlands Regular Meeting of 05-20-2025 394 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Brookside Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Lakeside Avenue - Center Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:50
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 12:10
49 0 0 49 0
48 2 1 48 X X X 3 Existing
47 1 0 47 X 1 Speed Limit: 35 MPH
46 0 2 46 X X 2
45 1 1 45 X X 2
44 1 2 44 X X X 3
43 2 4 43 X X X X X X 6 *
42 4 3 42 X X X X X X X 7 *
41 0 4 41 X X X X 4 * Eastbound Westbound Combined Statistics 40 3 7 40 X X X X X X X X X X 10 P % Over Pace: 10% 12% 11% 39 5 1 39 X X X X X X 6 A
38 7 3 38 X X X X X X X X X X 10 C % In Pace: 86% 86% 86% 37 6 5 37 X X X X X X X X X X X 11 E
36 6 7 36 X X X X X X X X X X X X X 13 * % Under Pace: 4% 2% 3% 35 6 4 35 X X X X X X X X X X 10 *
34 4 5 34 X X X X X X X X X 9 * Average Speed: 38 MPH 39 MPH 39 MPH 33 1 1 33 X X 2
32 0 0 32 0 Pace Speed: 34 - 43 MPH 34 - 43 MPH 34 - 43 MPH 31 0 0 31 0
30 1 0 30 X 1
29 0 0 29 0 15th Percentile / Critical Speed: 35 MPH 35 MPH 35 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 38 MPH 38 MPH 38 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 42 MPH 43 MPH 43 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/26/24
Redlands Regular Meeting of 05-20-2025 395 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Cajon Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Fern Avenue - Garden Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 1 0 45 X 1
44 1 1 44 X X 2 Time
43 0 0 43 0 From: 11:10
42 1 0 42 X 1
41 1 0 41 X 1 Time
40 0 1 40 X 1 To: 11:35
39 1 2 39 X X X 3
38 1 2 38 X X X 3 Existing
37 5 0 37 X X X X X 5 * Speed Limit: 35 MPH
36 6 3 36 X X X X X X X X X 9 *
35 5 5 35 X X X X X X X X X X 10 *
34 5 4 34 X X X X X X X X X 9 P
33 3 4 33 X X X X X X X 7 A
32 3 11 32 X X X X X X X X X X X X X X 14 C
31 3 4 31 X X X X X X X 7 E Northbound Southbound Combined Statistics 30 7 4 30 X X X X X X X X X X X 11 * % Over Pace: 10% 12% 12% 29 2 4 29 X X X X X X 6 *
28 1 3 28 X X X X 4 * % In Pace: 80% 86% 82%
27 1 1 27 X X 2
26 0 0 26 0 % Under Pace: 10% 2% 6%
25 2 0 25 X X 2
24 0 1 24 X 1 Average Speed: 34 MPH 33 MPH 33 MPH
23 1 0 23 X 1
22 0 0 22 0 Pace Speed: 29 - 38 MPH 27 - 36 MPH 28 - 37 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 30 MPH 29 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 34 MPH 32 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 37 MPH 36 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/2/24
Redlands Regular Meeting of 05-20-2025 396 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Cajon Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Vine Street - Fern Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 11:35
42 0 0 42 0
41 1 0 41 X 1 Time
40 0 0 40 0 To: 11:55
39 1 0 39 X 1
38 1 1 38 X X 2 Existing
37 1 2 37 X X X 3 Speed Limit: 30 MPH
36 4 2 36 X X X X X X 6 *
35 2 1 35 X X X 3 *
34 9 4 34 X X X X X X X X X X X X X 13 *
33 4 5 33 X X X X X X X X X 9 P
32 6 6 32 X X X X X X X X X X X X 12 A
31 6 9 31 X X X X X X X X X X X X X X X 15 C Northbound Southbound Combined Statistics 30 4 4 30 X X X X X X X X 8 E % Over Pace: 6% 6% 7%
29 7 4 29 X X X X X X X X X X X 11 *
28 2 4 28 X X X X X X 6 * % In Pace: 90% 88% 89%
27 1 5 27 X X X X X X 6 *
26 0 1 26 X 1 % Under Pace: 4% 6% 4%
25 0 1 25 X 1
24 1 1 24 X X 2 Average Speed: 32 MPH 31 MPH 32 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 28 - 37 MPH 27 - 36 MPH 27 - 36 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 29 MPH 27 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 36 MPH 34 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/2/24
Redlands Regular Meeting of 05-20-2025 397 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: California Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Almond Avenue - Redlands Boulevard 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:10
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 10:30
49 0 0 49 0
48 0 0 48 0 Existing
47 0 1 47 X 1 Speed Limit: 45 MPH
46 1 0 46 X 1
45 1 1 45 X X 2
44 1 3 44 X X X X 4
43 4 2 43 X X X X X X 6
42 0 1 42 X 1
41 1 0 41 X 1 Northbound Southbound Combined Statistics 40 2 2 40 X X X X 4 * % Over Pace: 16% 16% 16%
39 3 3 39 X X X X X X 6 *
38 3 1 38 X X X X 4 * % In Pace: 82% 82% 82%
37 7 7 37 X X X X X X X X X X X X X X 14 P
36 7 3 36 X X X X X X X X X X 10 A % Under Pace: 2% 2% 2% 35 3 7 35 X X X X X X X X X X 10 C
34 5 7 34 X X X X X X X X X X X X 12 E Average Speed: 37 MPH 36 MPH 36 MPH 33 4 5 33 X X X X X X X X X 9 *
32 4 3 32 X X X X X X X 7 * Pace Speed: 31 - 40 MPH 31 - 40 MPH 31 - 40 MPH 31 3 3 31 X X X X X X 6 *
30 1 0 30 X 1
29 0 0 29 0 15th Percentile / Critical Speed: 32 MPH 33 MPH 32 MPH 28 0 1 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed: 36 MPH 35 MPH 36 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 41 MPH 42 MPH 41 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/1/24
Redlands Regular Meeting of 05-20-2025 398 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: California Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Palmetto Avenue - Almond Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:40
52 0 0 52 0
51 0 0 51 0 Time
50 1 0 50 X 1 To: 10:10
49 2 1 49 X X X 3
48 1 1 48 X X 2 Existing
47 1 1 47 X X 2 Speed Limit: 40 MPH
46 3 0 46 X X X 3
45 1 0 45 X 1
44 0 2 44 X X 2
43 0 2 43 X X 2
42 2 4 42 X X X X X X 6 *
41 2 6 41 X X X X X X X X 8 * Northbound Southbound Combined Statistics 40 2 1 40 X X X 3 * % Over Pace: 36% 6% 16%
39 0 2 39 X X 2 P
38 3 6 38 X X X X X X X X X 9 A % In Pace: 58% 70% 58%
37 0 7 37 X X X X X X X 7 C
36 2 2 36 X X X X 4 E % Under Pace: 6% 24% 26%
35 4 3 35 X X X X X X X 7 *
34 4 2 34 X X X X X X 6 * Average Speed: 36 MPH 38 MPH 37 MPH 33 4 2 33 X X X X X X 6 *
32 4 0 32 X X X X 4 Pace Speed: 27 - 36 MPH 35 - 44 MPH 33 - 42 MPH 31 2 3 31 X X X X X 5
30 3 2 30 X X X X X 5
29 2 0 29 X X 2 15th Percentile / Critical Speed: 29 MPH 31 MPH 30 MPH 28 0 1 28 X 1
27 4 2 27 X X X X X X 6 50th Percentile / Critical Speed: 34 MPH 38 MPH 37 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 46 MPH 42 MPH 43 MPH 24 2 0 24 X X 2
23 1 0 23 X 1
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/1/24
Redlands Regular Meeting of 05-20-2025 399 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Center Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Brookside Avenue - Cypress Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 1 0 43 X 1 From: 10:25
42 2 0 42 X X 2
41 1 1 41 X X 2 Time
40 1 2 40 X X X 3 To: 10:45
39 1 2 39 X X X 3
38 3 1 38 X X X X 4 * Existing
37 4 2 37 X X X X X X 6 * Speed Limit: 35 MPH
36 2 3 36 X X X X X 5 *
35 4 4 35 X X X X X X X X 8 P
34 6 3 34 X X X X X X X X X 9 A
33 4 2 33 X X X X X X 6 C
32 3 3 32 X X X X X X 6 E
31 4 9 31 X X X X X X X X X X X X X 13 * Northbound Southbound Combined Statistics 30 5 1 30 X X X X X X 6 * % Over Pace: 12% 16% 11%
29 5 6 29 X X X X X X X X X X X 11 *
28 0 3 28 X X X 3 % In Pace: 80% 76% 74%
27 1 4 27 X X X X X 5
26 1 3 26 X X X X 4 % Under Pace: 8% 8% 15%
25 2 1 25 X X X 3
24 0 0 24 0 Average Speed: 34 MPH 32 MPH 33 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 29 - 38 MPH 27 - 36 MPH 29 - 38 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 29 MPH 27 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 33 MPH 31 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 37 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/2/24
Redlands Regular Meeting of 05-20-2025 400 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Center Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Crescent Avenue - Ridge Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 2 45 X X 2
44 0 0 44 0 Time
43 0 1 43 X 1 From: 9:00
42 2 2 42 X X X X 4
41 1 1 41 X X 2 Time
40 1 4 40 X X X X X 5 To: 12:30
39 1 2 39 X X X 3
38 2 3 38 X X X X X 5 * Existing
37 3 6 37 X X X X X X X X X 9 * Speed Limit: 35 MPH
36 4 5 36 X X X X X X X X X 9 *
35 2 3 35 X X X X X 5 P
34 2 6 34 X X X X X X X X 8 A
33 7 1 33 X X X X X X X X 8 C
32 2 1 32 X X X 3 E
31 5 4 31 X X X X X X X X X 9 * Northbound Southbound Combined Statistics 30 5 2 30 X X X X X X X 7 * % Over Pace: 14% 12% 17%
29 5 1 29 X X X X X X 6 *
28 4 1 28 X X X X X 5 % In Pace: 78% 70% 69%
27 1 0 27 X 1
26 0 1 26 X 1 % Under Pace: 8% 18% 14%
25 2 0 25 X X 2
24 1 1 24 X X 2 Average Speed: 33 MPH 35 MPH 34 MPH
23 0 2 23 X X 2
22 0 1 22 X 1 Pace Speed: 28 - 37 MPH 31 - 40 MPH 29 - 38 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 28 MPH 30 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 33 MPH 36 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 37 MPH 40 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 401 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Center Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Cypress Avenue - Crescent Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 1 45 X 1
44 1 0 44 X 1 Time
43 0 1 43 X 1 From: 10:45
42 2 1 42 X X X 3
41 1 1 41 X X 2 Time
40 1 1 40 X X 2 To: 11:10
39 2 5 39 X X X X X X X 7 *
38 4 4 38 X X X X X X X X 8 * Existing
37 5 4 37 X X X X X X X X X 9 * Speed Limit: 35 MPH
36 4 6 36 X X X X X X X X X X 10 P
35 5 2 35 X X X X X X X 7 A
34 8 6 34 X X X X X X X X X X X X X X 14 C
33 3 2 33 X X X X X 5 E
32 5 6 32 X X X X X X X X X X X 11 *
31 2 4 31 X X X X X X 6 * Northbound Southbound Combined Statistics 30 3 1 30 X X X X 4 * % Over Pace: 10% 8% 10%
29 2 2 29 X X X X 4
28 1 1 28 X X 2 % In Pace: 82% 80% 81%
27 1 1 27 X X 2
26 0 0 26 0 % Under Pace: 8% 12% 9%
25 0 0 25 0
24 0 1 24 X 1 Average Speed: 35 MPH 35 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39 MPH 31 - 40 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 31 MPH 31 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 34 MPH 35 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 39 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/2/24
Redlands Regular Meeting of 05-20-2025 402 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Center Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: State Street - Brookside Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 1 0 45 X 1
44 0 0 44 0 Time
43 2 0 43 X X 2 From: 10:00
42 1 0 42 X 1
41 3 0 41 X X X 3 Time
40 0 1 40 X 1 To: 10:25
39 1 2 39 X X X 3 *
38 4 2 38 X X X X X X 6 * Existing
37 5 3 37 X X X X X X X X 8 * Speed Limit: 35 MPH
36 4 7 36 X X X X X X X X X X X 11 P
35 11 1 35 X X X X X X X X X X X X 12 A
34 5 11 34 X X X X X X X X X X X X X X X X 16 C
33 2 6 33 X X X X X X X X 8 E
32 6 7 32 X X X X X X X X X X X X X 13 *
31 2 2 31 X X X X 4 * Northbound Southbound Combined Statistics 30 2 3 30 X X X X X 5 * % Over Pace: 14% 10% 8%
29 0 2 29 X X 2
28 0 3 28 X X X 3 % In Pace: 84% 90% 86%
27 1 0 27 X 1
26 0 0 26 0 % Under Pace: 2% 0% 6%
25 0 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 34 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39 MPH 28 - 37 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 32 MPH 30 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 34 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 37 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/2/24
Redlands Regular Meeting of 05-20-2025 403 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Central Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: University Street - Judson Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 9:25
39 2 0 39 X X 2
38 3 2 38 X X X X X 5 Existing
37 0 0 37 0 Speed Limit: 30 MPH
36 1 2 36 X X X 3
35 4 3 35 X X X X X X X 7
34 2 3 34 X X X X X 5
33 5 4 33 X X X X X X X X X 9 *
32 2 4 32 X X X X X X 6 *
31 3 4 31 X X X X X X X 7 * Eastbound Westbound Combined Statistics 30 1 8 30 X X X X X X X X X 9 P % Over Pace: 24% 4% 22% 29 3 8 29 X X X X X X X X X X X 11 A
28 3 4 28 X X X X X X X 7 C % In Pace: 68% 82% 72%
27 4 1 27 X X X X X 5 E
26 2 0 26 X X 2 * % Under Pace: 8% 14% 6%
25 6 2 25 X X X X X X X X 8 *
24 5 3 24 X X X X X X X X 8 * Average Speed: 30 MPH 30 MPH 30 MPH 23 1 2 23 X X X 3
22 2 0 22 X X 2 Pace Speed: 24 - 33 MPH 27 - 36 MPH 24 - 33 MPH 21 1 0 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 24 MPH 27 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 29 MPH 30 MPH 30 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 35 MPH 34 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/3/24
Redlands Regular Meeting of 05-20-2025 404 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Church Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Pioneer Avenue - Redlands Boulevard 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 10:05
42 1 0 42 X 1
41 2 0 41 X X 2 Time
40 2 1 40 X X X 3 To: 10:25
39 1 1 39 X X 2
38 1 1 38 X X 2 Existing
37 2 3 37 X X X X X 5 * Speed Limit: 35 MPH
36 7 8 36 X X X X X X X X X X X X X X X 15 *
35 3 8 35 X X X X X X X X X X X 11 *
34 3 8 34 X X X X X X X X X X X 11 P
33 3 4 33 X X X X X X X 7 A
32 3 3 32 X X X X X X 6 C
31 5 3 31 X X X X X X X X 8 E Northbound Southbound Combined Statistics 30 7 2 30 X X X X X X X X X 9 * % Over Pace: 12% 6% 10% 29 5 3 29 X X X X X X X X 8 *
28 1 2 28 X X X 3 * % In Pace: 78% 88% 83%
27 2 0 27 X X 2
26 1 0 26 X 1 % Under Pace: 10% 6% 7%
25 0 1 25 X 1
24 0 1 24 X 1 Average Speed: 33 MPH 33 MPH 33 MPH
23 1 1 23 X X 2
22 0 0 22 0 Pace Speed: 29 - 38 MPH 28 - 37 MPH 28 - 37 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 29 MPH 29 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 34 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 37 MPH 36 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/3/24
Redlands Regular Meeting of 05-20-2025 405 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Citrus Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Eureka Street - Orange Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 12:05
42 0 0 42 0
41 0 0 41 0 Time
40 1 1 40 X X 2 To: 12:25
39 0 1 39 X 1
38 0 0 38 0 Existing
37 0 2 37 X X 2 Speed Limit: 30 MPH
36 2 2 36 X X X X 4
35 2 2 35 X X X X 4 *
34 4 3 34 X X X X X X X 7 *
33 5 6 33 X X X X X X X X X X X 11 *
32 4 8 32 X X X X X X X X X X X X 12 P
31 4 8 31 X X X X X X X X X X X X 12 A Eastbound Westbound Combined Statistics 30 4 5 30 X X X X X X X X X 9 C % Over Pace: 6% 12% 9%
29 9 3 29 X X X X X X X X X X X X 12 E
28 3 2 28 X X X X X 5 * % In Pace: 82% 88% 85%
27 3 4 27 X X X X X X X 7 *
26 3 3 26 X X X X X X 6 * % Under Pace: 12% 0% 6%
25 2 0 25 X X 2
24 3 0 24 X X X 3 Average Speed: 30 MPH 32 MPH 31 MPH
23 1 0 23 X 1
22 0 0 22 0 Pace Speed: 26 - 35 MPH 26 - 35 MPH 26 - 35 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 26 MPH 28 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 30 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 34 MPH 35 MPH 34 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/1/24
Redlands Regular Meeting of 05-20-2025 406 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Citrus Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Redlands Boulevard - University Street 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 11:45
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 12:05
39 1 0 39 X 1
38 1 1 38 X X 2 Existing
37 1 3 37 X X X X 4 Speed Limit: 25 MPH
36 2 2 36 X X X X 4 *
35 0 6 35 X X X X X X 6 *
34 4 3 34 X X X X X X X 7 *
33 6 5 33 X X X X X X X X X X X 11 P
32 6 6 32 X X X X X X X X X X X X 12 A
31 1 4 31 X X X X X 5 C Eastbound Westbound Combined Statistics 30 3 3 30 X X X X X X 6 E % Over Pace: 10% 8% 7%
29 8 5 29 X X X X X X X X X X X X X 13 *
28 9 4 28 X X X X X X X X X X X X X 13 * % In Pace: 90% 86% 84% 27 2 5 27 X X X X X X X 7 *
26 3 1 26 X X X X 4 % Under Pace: 0% 6% 9%
25 3 0 25 X X X 3
24 0 1 24 X 1 Average Speed: 30 MPH 31 MPH 31 MPH
23 0 1 23 X 1
22 0 0 22 0 Pace Speed: 25 - 34 MPH 27 - 36 MPH 27 - 36 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 27 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 29 MPH 32 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 34 MPH 35 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/1/24
Redlands Regular Meeting of 05-20-2025 407 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Citrus Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: University Street - Wabash Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 3:20
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 3:40
49 1 0 49 X 1
48 2 0 48 X X 2 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 0 2 46 X X 2
45 1 3 45 X X X X 4
44 2 1 44 X X X 3
43 1 5 43 X X X X X X 6 *
42 4 8 42 X X X X X X X X X X X X 12 *
41 2 5 41 X X X X X X X 7 * Eastbound Westbound Combined Statistics 40 5 4 40 X X X X X X X X X 9 P % Over Pace: 12% 0% 12% 39 1 5 39 X X X X X X 6 A
38 4 3 38 X X X X X X X 7 C % In Pace: 82% 78% 80%
37 8 3 37 X X X X X X X X X X X 11 E
36 6 2 36 X X X X X X X X 8 * % Under Pace: 6% 22% 8%
35 6 0 35 X X X X X X 6 *
34 4 4 34 X X X X X X X X 8 * Average Speed: 38 MPH 40 MPH 39 MPH 33 1 2 33 X X X 3
32 1 1 32 X X 2 Pace Speed: 34 - 43 MPH 37 - 46 MPH 34 - 43 MPH 31 0 2 31 X X 2
30 0 0 30 0
29 1 0 29 X 1 15th Percentile / Critical Speed: 35 MPH 34 MPH 34 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 37 MPH 40 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 42 MPH 43 MPH 43 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 408 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Colton Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Church Street - Grove Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 1 2 44 X X X 3 Time
43 1 2 43 X X X 3 From: 9:00
42 2 3 42 X X X X X 5
41 0 1 41 X 1 Time
40 1 4 40 X X X X X 5 * To: 9:20
39 2 5 39 X X X X X X X 7 *
38 2 6 38 X X X X X X X X 8 * Existing
37 5 2 37 X X X X X X X 7 P Speed Limit: 35 MPH
36 6 5 36 X X X X X X X X X X X 11 A
35 4 5 35 X X X X X X X X X 9 C
34 5 3 34 X X X X X X X X 8 E
33 6 6 33 X X X X X X X X X X X X 12 *
32 3 1 32 X X X X 4 *
31 4 1 31 X X X X X 5 * Eastbound Westbound Combined Statistics 30 1 3 30 X X X X 4 % Over Pace: 18% 8% 12%
29 2 1 29 X X X 3
28 3 0 28 X X X 3 % In Pace: 78% 80% 76%
27 2 0 27 X X 2
26 0 0 26 0 % Under Pace: 4% 12% 12%
25 0 0 25 0
24 0 0 24 0 Average Speed: 34 MPH 37 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 28 - 37 MPH 33 - 42 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 30 MPH 33 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 34 MPH 36 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 41 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/2/24
Redlands Regular Meeting of 05-20-2025 409 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Colton Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Dearborn Street - Wabash Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 3 54 X X X 3 Time
53 1 0 53 X 1 From: 9:40
52 1 0 52 X 1
51 2 2 51 X X X X 4 Time
50 4 2 50 X X X X X X 6 To: 10:00
49 2 4 49 X X X X X X 6
48 2 3 48 X X X X X 5 Existing
47 0 0 47 0 Speed Limit: 45 MPH
46 1 4 46 X X X X X 5 *
45 5 3 45 X X X X X X X X 8 *
44 4 1 44 X X X X X 5 *
43 5 4 43 X X X X X X X X X 9 P
42 4 2 42 X X X X X X 6 A
41 5 7 41 X X X X X X X X X X X X 12 C Eastbound Westbound Combined Statistics 40 4 4 40 X X X X X X X X 8 E % Over Pace: 26% 28% 26%
39 2 4 39 X X X X X X 6 *
38 2 3 38 X X X X X 5 * % In Pace: 68% 68% 67%
37 1 2 37 X X X 3 *
36 2 0 36 X X 2 % Under Pace: 6% 4% 7%
35 1 1 35 X X 2
34 2 1 34 X X X 3 Average Speed: 43 MPH 44 MPH 43 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 36 - 45 MPH 37 - 46 MPH 37 - 46 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 38 MPH 39 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 43 MPH 43 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 50 MPH 49 MPH 49 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/2/24
Redlands Regular Meeting of 05-20-2025 410 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Colton Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Grove Street - Dearborn Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:20
52 0 0 52 0
51 0 0 51 0 Time
50 0 1 50 X 1 To: 9:40
49 0 1 49 X 1
48 0 1 48 X 1 Existing
47 1 2 47 X X X 3 Speed Limit: 40 MPH
46 1 0 46 X 1
45 1 5 45 X X X X X X 6
44 1 2 44 X X X 3
43 2 3 43 X X X X X 5 *
42 2 3 42 X X X X X 5 *
41 1 5 41 X X X X X X 6 * Eastbound Westbound Combined Statistics 40 4 5 40 X X X X X X X X X 9 P % Over Pace: 8% 10% 16% 39 8 3 39 X X X X X X X X X X X 11 A
38 6 4 38 X X X X X X X X X X 10 C % In Pace: 78% 78% 74% 37 4 6 37 X X X X X X X X X X 10 E
36 4 3 36 X X X X X X X 7 * % Under Pace: 14% 12% 10%
35 3 1 35 X X X X 4 *
34 5 2 34 X X X X X X X 7 * Average Speed: 38 MPH 40 MPH 39 MPH 33 2 1 33 X X X 3
32 2 1 32 X X X 3 Pace Speed: 34 - 43 MPH 36 - 45 MPH 34 - 43 MPH 31 1 1 31 X X 2
30 1 0 30 X 1
29 1 0 29 X 1 15th Percentile / Critical Speed: 34 MPH 36 MPH 34 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 38 MPH 40 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 42 MPH 45 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/2/24
Redlands Regular Meeting of 05-20-2025 411 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Colton Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Redlands Boulevard - Church Street 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 1 46 X 1
45 0 2 45 X X 2
44 1 2 44 X X X 3 Time
43 1 1 43 X X 2 From: 9:00
42 4 1 42 X X X X X 5
41 2 2 41 X X X X 4 Time
40 1 4 40 X X X X X 5 * To: 9:20
39 2 5 39 X X X X X X X 7 *
38 6 5 38 X X X X X X X X X X X 11 * Existing
37 3 4 37 X X X X X X X 7 P Speed Limit: 40 MPH
36 7 4 36 X X X X X X X X X X X 11 A
35 3 9 35 X X X X X X X X X X X X 12 C
34 4 3 34 X X X X X X X 7 E
33 4 2 33 X X X X X X 6 *
32 2 3 32 X X X X X 5 *
31 4 1 31 X X X X X 5 * Eastbound Westbound Combined Statistics 30 1 0 30 X 1 % Over Pace: 22% 14% 17%
29 3 1 29 X X X X 4
28 2 0 28 X X 2 % In Pace: 74% 82% 76%
27 0 0 27 0
26 0 0 26 0 % Under Pace: 4% 4% 7%
25 0 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 37 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 29 - 38 MPH 32 - 41 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 31 MPH 34 MPH 32 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 36 MPH 37 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 41 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/1/24
Redlands Regular Meeting of 05-20-2025 412 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Crescent Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Ramona Drive - Serpentine Drive
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:20
42 1 1 42 X X 2
41 1 0 41 X 1 Time
40 2 2 40 X X X X 4 To: 10:25
39 2 1 39 X X X 3
38 4 1 38 X X X X X 5 * Existing
37 2 5 37 X X X X X X X 7 * Speed Limit: 35 MPH
36 3 1 36 X X X X 4 *
35 5 7 35 X X X X X X X X X X X X 12 P
34 2 4 34 X X X X X X 6 A
33 5 1 33 X X X X X X 6 C
32 1 6 32 X X X X X X X 7 E
31 3 1 31 X X X X 4 * Eastbound Westbound Combined Statistics 30 6 6 30 X X X X X X X X X X X X 12 * % Over Pace: 12% 8% 10% 29 5 5 29 X X X X X X X X X X 10 *
28 3 0 28 X X X 3 % In Pace: 72% 74% 73%
27 2 3 27 X X X X X 5
26 1 4 26 X X X X X 5 % Under Pace: 16% 18% 17%
25 2 2 25 X X X X 4
24 0 0 24 0 Average Speed: 33 MPH 32 MPH 33 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 29 - 38 MPH 29 - 38 MPH 29 - 38 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 28 MPH 27 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 33 MPH 32 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 37 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/8/24
Redlands Regular Meeting of 05-20-2025 413 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Crestview Road
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Ford Street - Buckingham Drive
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 12:10
39 0 0 39 0
38 1 1 38 X X 2 Existing
37 0 0 37 0 Speed Limit: 30 MPH
36 2 1 36 X X X 3
35 0 0 35 0
34 0 1 34 X 1
33 0 3 33 X X X 3
32 4 3 32 X X X X X X X 7 *
31 4 4 31 X X X X X X X X 8 * Northbound Southbound Combined Statistics 30 7 7 30 X X X X X X X X X X X X X X 14 * % Over Pace: 6% 4% 9% 29 8 6 29 X X X X X X X X X X X X X X 14 P
28 5 6 28 X X X X X X X X X X X 11 A % In Pace: 90% 88% 87% 27 6 5 27 X X X X X X X X X X X 11 C
26 3 2 26 X X X X X 5 E % Under Pace: 4% 8% 4%
25 4 7 25 X X X X X X X X X X X 11 *
24 2 0 24 X X 2 * Average Speed: 28 MPH 29 MPH 28 MPH
23 2 2 23 X X X X 4 *
22 0 0 22 0 Pace Speed: 23 - 32 MPH 25 - 34 MPH 23 - 32 MPH 21 1 2 21 X X X 3
20 0 0 20 0
19 1 0 19 X 1 15th Percentile / Critical Speed: 25 MPH 25 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 29 MPH 29 MPH 29 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 31 MPH 32 MPH 32 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/25/24
Redlands Regular Meeting of 05-20-2025 414 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Cypress Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Center Street - Redlands Boulevard 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 3:15
52 2 0 52 X X 2
51 0 0 51 0 Time
50 0 0 50 0 To: 3:35
49 0 0 49 0
48 1 1 48 X X 2 Existing
47 1 1 47 X X 2 Speed Limit: 40 MPH
46 2 1 46 X X X 3
45 1 1 45 X X 2
44 3 1 44 X X X X 4 *
43 1 3 43 X X X X 4 *
42 5 4 42 X X X X X X X X X 9 *
41 3 6 41 X X X X X X X X X 9 P Eastbound Westbound Combined Statistics 40 2 6 40 X X X X X X X X 8 A % Over Pace: 22% 10% 11%
39 8 9 39 X X X X X X X X X X X X X X X X X 17 C
38 5 3 38 X X X X X X X X 8 E % In Pace: 78% 82% 78%
37 5 3 37 X X X X X X X X 8 *
36 4 1 36 X X X X X 5 * % Under Pace: 0% 8% 11%
35 2 4 35 X X X X X X 6 *
34 2 2 34 X X X X 4 Average Speed: 40 MPH 39 MPH 40 MPH 33 3 0 33 X X X 3
32 0 2 32 X X 2 Pace Speed: 33 - 42 MPH 34 - 43 MPH 35 - 44 MPH 31 0 2 31 X X 2
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 36 MPH 35 MPH 35 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 39 MPH 39 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 44 MPH 43 MPH 43 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/2/24
Redlands Regular Meeting of 05-20-2025 415 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Cypress Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Redlands Boulevard - Citrus Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 3:35
52 0 0 52 0
51 0 1 51 X 1 Time
50 0 1 50 X 1 To: 3:55
49 0 2 49 X X 2
48 0 1 48 X 1 Existing
47 2 1 47 X X X 3 Speed Limit: 40 MPH
46 2 3 46 X X X X X 5 *
45 4 0 45 X X X X 4 *
44 3 2 44 X X X X X 5 *
43 2 4 43 X X X X X X 6 P
42 5 7 42 X X X X X X X X X X X X 12 A
41 4 5 41 X X X X X X X X X 9 C Eastbound Westbound Combined Statistics 40 8 4 40 X X X X X X X X X X X X 12 E % Over Pace: 4% 18% 8% 39 7 3 39 X X X X X X X X X X 10 *
38 3 8 38 X X X X X X X X X X X 11 * % In Pace: 84% 78% 80% 37 4 2 37 X X X X X X 6 *
36 2 2 36 X X X X 4 % Under Pace: 12% 4% 12%
35 2 2 35 X X X X 4
34 1 0 34 X 1 Average Speed: 40 MPH 41 MPH 41 MPH
33 1 1 33 X X 2
32 0 0 32 0 Pace Speed: 37 - 46 MPH 35 - 44 MPH 37 - 46 MPH 31 0 1 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 37 MPH 37 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 40 MPH 41 MPH 40 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 45 MPH 46 MPH 45 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/2/24
Redlands Regular Meeting of 05-20-2025 416 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Cypress Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Terracina Boulevard - Center Street 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 1 45 X 1
44 2 0 44 X X 2 Time
43 2 3 43 X X X X X 5 * From: 10:45
42 2 4 42 X X X X X X 6 *
41 4 3 41 X X X X X X X 7 * Time
40 3 0 40 X X X 3 P To: 11:10
39 6 3 39 X X X X X X X X X 9 A
38 4 5 38 X X X X X X X X X 9 C Existing
37 8 7 37 X X X X X X X X X X X X X X X 15 E Speed Limit: 40 MPH 36 1 6 36 X X X X X X X 7 *
35 2 4 35 X X X X X X 6 *
34 5 3 34 X X X X X X X X 8 *
33 3 2 33 X X X X X 5
32 2 3 32 X X X X X 5
31 3 1 31 X X X X 4 Northbound Southbound Combined Statistics 30 0 3 30 X X X 3 % Over Pace: 8% 2% 3%
29 1 0 29 X 1
28 0 0 28 0 % In Pace: 76% 76% 75%
27 2 2 27 X X X X 4
26 0 0 26 0 % Under Pace: 16% 22% 22%
25 0 0 25 0
24 0 0 24 0 Average Speed: 37 MPH 37 MPH 37 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 33 - 42 MPH 34 - 43 MPH 34 - 43 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 37 MPH 37 MPH 37 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 42 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/8/24
Redlands Regular Meeting of 05-20-2025 417 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Dearborn Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Colton Avenue - Lugonia Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 1 0 44 X 1 Time
43 1 0 43 X 1 From: 2:05
42 2 1 42 X X X 3
41 1 1 41 X X 2 Time
40 3 0 40 X X X 3 To: 2:30
39 0 2 39 X X 2
38 4 2 38 X X X X X X 6 * Existing
37 2 4 37 X X X X X X 6 * Speed Limit: 35 MPH
36 3 4 36 X X X X X X X 7 *
35 3 6 35 X X X X X X X X X 9 P
34 5 9 34 X X X X X X X X X X X X X X 14 A
33 6 5 33 X X X X X X X X X X X 11 C
32 4 1 32 X X X X X 5 E
31 3 3 31 X X X X X X 6 * Northbound Southbound Combined Statistics 30 3 3 30 X X X X X X 6 * % Over Pace: 16% 8% 12%
29 1 4 29 X X X X X 5 *
28 2 2 28 X X X X 4 % In Pace: 68% 82% 75%
27 3 2 27 X X X X X 5
26 1 0 26 X 1 % Under Pace: 16% 10% 13%
25 2 1 25 X X X 3
24 0 0 24 0 Average Speed: 34 MPH 34 MPH 34 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 29 - 38 MPH 29 - 38 MPH 29 - 38 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 28 MPH 29 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 33 MPH 34 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 40 MPH 37 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 418 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Dearborn Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Fifth Avenue - Colton Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 1 1 45 X X 2
44 1 0 44 X 1 Time
43 2 0 43 X X 2 From: 2:30
42 2 5 42 X X X X X X X 7 *
41 4 2 41 X X X X X X 6 * Time
40 2 2 40 X X X X 4 * To: 3:20
39 5 5 39 X X X X X X X X X X 10 P
38 3 2 38 X X X X X 5 A Existing
37 6 4 37 X X X X X X X X X X 10 C Speed Limit: 40 MPH
36 6 3 36 X X X X X X X X X 9 E
35 3 6 35 X X X X X X X X X 9 *
34 1 3 34 X X X X 4 *
33 4 2 33 X X X X X X 6 *
32 0 2 32 X X 2
31 1 3 31 X X X X 4 Northbound Southbound Combined Statistics 30 3 2 30 X X X X X 5 % Over Pace: 8% 2% 5%
29 3 2 29 X X X X X 5
28 1 2 28 X X X 3 % In Pace: 72% 68% 70%
27 1 1 27 X X 2
26 0 1 26 X 1 % Under Pace: 20% 30% 25%
25 1 1 25 X X 2
24 0 1 24 X 1 Average Speed: 36 MPH 35 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 33 - 42 MPH 33 - 42 MPH 33 - 42 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 30 MPH 29 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 37 MPH 35 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 41 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 419 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Dearborn Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Lugonia Avenue - San Bernardino Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 1:05
52 0 0 52 0
51 0 1 51 X 1 Time
50 0 0 50 0 To: 2:05
49 2 2 49 X X X X 4
48 3 1 48 X X X X 4 Existing
47 1 1 47 X X 2 Speed Limit: 45 MPH
46 3 2 46 X X X X X 5
45 4 3 45 X X X X X X X 7
44 1 2 44 X X X 3 *
43 3 4 43 X X X X X X X 7 *
42 6 0 42 X X X X X X 6 *
41 4 3 41 X X X X X X X 7 P Northbound Southbound Combined Statistics 40 4 3 40 X X X X X X X 7 A % Over Pace: 4% 14% 23%
39 5 7 39 X X X X X X X X X X X X 12 C
38 1 2 38 X X X 3 E % In Pace: 68% 60% 62%
37 1 1 37 X X 2 *
36 2 5 36 X X X X X X X 7 * % Under Pace: 28% 26% 15%
35 5 3 35 X X X X X X X X 8 *
34 0 1 34 X 1 Average Speed: 41 MPH 39 MPH 40 MPH
33 0 3 33 X X X 3
32 2 2 32 X X X X 4 Pace Speed: 39 - 48 MPH 36 - 45 MPH 35 - 44 MPH 31 0 1 31 X 1
30 3 1 30 X X X X 4
29 0 1 29 X 1 15th Percentile / Critical Speed: 35 MPH 33 MPH 34 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 41 MPH 39 MPH 40 MPH 26 0 1 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed: 46 MPH 45 MPH 46 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 420 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Dearborn Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: San Bernardino Avenue - Sessums Drive 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 1 0 45 X 1
44 1 0 44 X 1 Time
43 1 1 43 X X 2 From: 12:05
42 1 0 42 X 1
41 1 1 41 X X 2 Time
40 1 2 40 X X X 3 To: 1:05
39 1 1 39 X X 2
38 3 4 38 X X X X X X X 7 * Existing
37 3 0 37 X X X 3 * Speed Limit: 40 MPH
36 5 2 36 X X X X X X X 7 *
35 4 3 35 X X X X X X X 7 P
34 1 3 34 X X X X 4 A
33 4 7 33 X X X X X X X X X X X 11 C
32 4 6 32 X X X X X X X X X X 10 E
31 4 3 31 X X X X X X X 7 * Northbound Southbound Combined Statistics 30 1 6 30 X X X X X X X 7 * % Over Pace: 14% 22% 12%
29 4 1 29 X X X X X 5 *
28 2 2 28 X X X X 4 % In Pace: 66% 74% 68%
27 3 2 27 X X X X X 5
26 1 4 26 X X X X X 5 % Under Pace: 20% 4% 20%
25 3 2 25 X X X X X 5
24 0 0 24 0 Average Speed: 33 MPH 32 MPH 33 MPH
23 1 0 23 X 1
22 0 0 22 0 Pace Speed: 29 - 38 MPH 26 - 35 MPH 29 - 38 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 27 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 33 MPH 32 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 38 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 421 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Elizabeth Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Garden Street - Crescent Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 2 1 46 X X X 3
45 2 0 45 X X 2
44 4 1 44 X X X X X 5 Time
43 1 0 43 X 1 From: 9:00
42 4 3 42 X X X X X X X 7 *
41 2 2 41 X X X X 4 * Time
40 2 0 40 X X 2 * To: 12:05
39 3 2 39 X X X X X 5 P
38 2 6 38 X X X X X X X X 8 A Existing
37 4 5 37 X X X X X X X X X 9 C Speed Limit: 45 MPH
36 3 4 36 X X X X X X X 7 E
35 5 4 35 X X X X X X X X X 9 *
34 6 4 34 X X X X X X X X X X 10 *
33 3 3 33 X X X X X X 6 *
32 1 4 32 X X X X X 5
31 2 4 31 X X X X X X 6 Northbound Southbound Combined Statistics 30 2 0 30 X X 2 % Over Pace: 18% 18% 11%
29 1 3 29 X X X X 4
28 0 1 28 X 1 % In Pace: 68% 74% 67%
27 1 3 27 X X X X 4
26 0 0 26 0 % Under Pace: 14% 8% 22%
25 0 0 25 0
24 0 0 24 0 Average Speed: 37 MPH 35 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 33 - 42 MPH 29 - 38 MPH 33 - 42 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 33 MPH 31 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 37 MPH 35 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 44 MPH 39 MPH 42 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 422 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Fern Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Cajon Street - Center Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 1 2 45 X X X 3
44 0 1 44 X 1 Time
43 0 0 43 0 From: 12:35
42 1 1 42 X X 2
41 2 1 41 X X X 3 Time
40 3 0 40 X X X 3 To: 1:10
39 2 2 39 X X X X 4 *
38 2 3 38 X X X X X 5 * Existing
37 5 3 37 X X X X X X X X 8 * Speed Limit: 35 MPH
36 2 3 36 X X X X X 5 P
35 4 4 35 X X X X X X X X 8 A
34 11 5 34 X X X X X X X X X X X X X X X X 16 C
33 0 6 33 X X X X X X 6 E
32 8 7 32 X X X X X X X X X X X X X X X 15 *
31 2 5 31 X X X X X X X 7 * Eastbound Westbound Combined Statistics 30 3 1 30 X X X X 4 * % Over Pace: 4% 10% 12%
29 1 2 29 X X X 3
28 0 0 28 0 % In Pace: 78% 78% 78%
27 2 2 27 X X X X 4
26 1 1 26 X X 2 % Under Pace: 18% 12% 10%
25 0 1 25 X 1
24 0 0 24 0 Average Speed: 35 MPH 34 MPH 34 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 32 - 41 MPH 30 - 39 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 31 MPH 31 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 34 MPH 33 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 38 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/2/24
Redlands Regular Meeting of 05-20-2025 423 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Fern Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Center Street - San Mateo Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 1:10
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 1:50
49 1 0 49 X 1
48 1 1 48 X X 2 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 2 2 46 X X X X 4
45 0 0 45 0
44 1 0 44 X 1
43 3 1 43 X X X X 4
42 2 2 42 X X X X 4 *
41 3 1 41 X X X X 4 * Eastbound Westbound Combined Statistics 40 2 3 40 X X X X X 5 * % Over Pace: 10% 14% 12%
39 3 6 39 X X X X X X X X X 9 P
38 2 9 38 X X X X X X X X X X X 11 A % In Pace: 66% 78% 70% 37 4 5 37 X X X X X X X X X 9 C
36 3 2 36 X X X X X 5 E % Under Pace: 24% 8% 18%
35 8 3 35 X X X X X X X X X X X 11 *
34 3 4 34 X X X X X X X 7 * Average Speed: 37 MPH 37 MPH 37 MPH 33 3 2 33 X X X X X 5 *
32 2 2 32 X X X X 4 Pace Speed: 34 - 43 MPH 31 - 40 MPH 33 - 42 MPH 31 0 3 31 X X X 3
30 1 3 30 X X X X 4
29 3 0 29 X X X 3 15th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 28 2 1 28 X X X 3
27 1 0 27 X 1 50th Percentile / Critical Speed: 36 MPH 37 MPH 37 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 43 MPH 40 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/2/24
Redlands Regular Meeting of 05-20-2025 424 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Fern Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Redlands Boulevard - Cajon Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 1 47 X 1 Date:
46 0 0 46 0
45 0 0 45 0
44 0 4 44 X X X X 4 Time
43 2 2 43 X X X X 4 From: 11:55
42 2 0 42 X X 2
41 1 1 41 X X 2 Time
40 4 1 40 X X X X X 5 * To: 12:35
39 2 4 39 X X X X X X 6 *
38 3 3 38 X X X X X X 6 * Existing
37 4 4 37 X X X X X X X X 8 P Speed Limit: 35 MPH
36 2 6 36 X X X X X X X X 8 A
35 7 4 35 X X X X X X X X X X X 11 C
34 3 5 34 X X X X X X X X 8 E
33 6 4 33 X X X X X X X X X X 10 *
32 1 0 32 X 1 *
31 6 5 31 X X X X X X X X X X X 11 * Eastbound Westbound Combined Statistics 30 2 0 30 X X 2 % Over Pace: 10% 16% 13%
29 3 4 29 X X X X X X X 7
28 1 2 28 X X X 3 % In Pace: 76% 72% 74%
27 1 0 27 X 1
26 0 0 26 0 % Under Pace: 14% 12% 13%
25 0 0 25 0
24 0 0 24 0 Average Speed: 35 MPH 36 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 31 - 40 MPH 31 - 40 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 31 MPH 31 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 36 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 40 MPH 41 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/2/24
Redlands Regular Meeting of 05-20-2025 425 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Fern Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: San Mateo Street - Terracina Boulevard 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 1 2 46 X X X 3
45 0 1 45 X 1
44 1 0 44 X 1 Time
43 1 0 43 X 1 From: 1:50
42 4 4 42 X X X X X X X X 8
41 1 1 41 X X 2 Time
40 2 3 40 X X X X X 5 * To: 2:20
39 1 7 39 X X X X X X X X 8 *
38 5 7 38 X X X X X X X X X X X X 12 * Existing
37 5 3 37 X X X X X X X X 8 P Speed Limit: 35 MPH
36 6 2 36 X X X X X X X X 8 A
35 1 3 35 X X X X 4 C
34 6 2 34 X X X X X X X X 8 E
33 4 6 33 X X X X X X X X X X 10 *
32 4 4 32 X X X X X X X X 8 *
31 4 4 31 X X X X X X X X 8 * Eastbound Westbound Combined Statistics 30 3 0 30 X X X 3 % Over Pace: 20% 16% 16%
29 0 1 29 X 1
28 0 0 28 0 % In Pace: 78% 82% 79%
27 1 0 27 X 1
26 0 0 26 0 % Under Pace: 2% 2% 5%
25 0 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 37 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39 MPH 31 - 40 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 31 MPH 32 MPH 32 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 36 MPH 38 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 41 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/2/24
Redlands Regular Meeting of 05-20-2025 426 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Fifth Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Dearborn Street - Wabash Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 1 0 59 X 1
58 1 0 58 X 1
57 2 2 57 X X X X 4 Date:
56 0 1 56 X 1
55 0 0 55 0
54 2 0 54 X X 2 Time
53 1 0 53 X 1 From: 11:25
52 1 0 52 X 1
51 0 1 51 X 1 Time
50 0 1 50 X 1 To: 11:45
49 0 2 49 X X 2
48 1 2 48 X X X 3 * Existing
47 2 4 47 X X X X X X 6 * Speed Limit: 45 MPH
46 2 2 46 X X X X 4 *
45 6 4 45 X X X X X X X X X X 10 P
44 4 5 44 X X X X X X X X X 9 A
43 2 4 43 X X X X X X 6 C
42 5 6 42 X X X X X X X X X X X 11 E
41 3 4 41 X X X X X X X 7 * Eastbound Westbound Combined Statistics 40 5 1 40 X X X X X X 6 * % Over Pace: 16% 14% 15%
39 4 4 39 X X X X X X X X 8 *
38 1 0 38 X 1 % In Pace: 68% 72% 70%
37 0 1 37 X 1
36 2 0 36 X X 2 % Under Pace: 16% 14% 15%
35 1 1 35 X X 2
34 1 1 34 X X 2 Average Speed: 44 MPH 43 MPH 43 MPH
33 2 1 33 X X X 3
32 0 1 32 X 1 Pace Speed: 39 - 48 MPH 39 - 48 MPH 39 - 48 MPH 31 1 2 31 X X X 3
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 38 MPH 39 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 42 MPH 43 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 52 MPH 48 MPH 48 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/25/24
Redlands Regular Meeting of 05-20-2025 427 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Fifth Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Ford Street - Dearborn Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:45
52 0 2 52 X X 2
51 1 0 51 X 1 Time
50 2 0 50 X X 2 To: 12:05
49 2 2 49 X X X X 4
48 1 3 48 X X X X 4 Existing
47 2 3 47 X X X X X 5 * Speed Limit: 45 MPH
46 2 2 46 X X X X 4 *
45 4 4 45 X X X X X X X X 8 *
44 6 5 44 X X X X X X X X X X X 11 P
43 4 3 43 X X X X X X X 7 A
42 4 7 42 X X X X X X X X X X X 11 C
41 5 6 41 X X X X X X X X X X X 11 E Eastbound Westbound Combined Statistics 40 8 2 40 X X X X X X X X X X 10 * % Over Pace: 10% 14% 13% 39 4 1 39 X X X X X 5 *
38 1 5 38 X X X X X X 6 * % In Pace: 80% 76% 78%
37 1 2 37 X X X 3
36 2 1 36 X X X 3 % Under Pace: 10% 10% 9%
35 0 2 35 X X 2
34 1 0 34 X 1 Average Speed: 43 MPH 43 MPH 43 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 39 - 48 MPH 38 - 47 MPH 38 - 47 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 39 MPH 38 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 42 MPH 42 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 47 MPH 47 MPH 47 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/25/24
Redlands Regular Meeting of 05-20-2025 428 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Ford Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Citrus Avenue - Fifth Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 2:25
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 2:45
49 1 0 49 X 1
48 0 0 48 0 Existing
47 0 1 47 X 1 Speed Limit: 40 MPH
46 2 4 46 X X X X X X 6 *
45 1 4 45 X X X X X 5 *
44 1 6 44 X X X X X X X 7 *
43 1 4 43 X X X X X 5 P
42 4 7 42 X X X X X X X X X X X 11 A
41 3 8 41 X X X X X X X X X X X 11 C Northbound Southbound Combined Statistics 40 9 0 40 X X X X X X X X X 9 E % Over Pace: 8% 2% 2%
39 6 5 39 X X X X X X X X X X X 11 *
38 4 5 38 X X X X X X X X X 9 * % In Pace: 90% 92% 84%
37 7 3 37 X X X X X X X X X X 10 *
36 4 1 36 X X X X X 5 % Under Pace: 2% 6% 14%
35 6 0 35 X X X X X X 6
34 0 1 34 X 1 Average Speed: 39 MPH 41 MPH 40 MPH
33 1 0 33 X 1
32 0 0 32 0 Pace Speed: 35 - 44 MPH 37 - 46 MPH 37 - 46 MPH 31 0 1 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 36 MPH 38 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 39 MPH 42 MPH 40 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 42 MPH 45 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 429 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Ford Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Fifth Avenue - Reservoir Road
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 2:45
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 3:05
49 1 0 49 X 1
48 1 0 48 X 1 Existing
47 0 1 47 X 1 Speed Limit: 40 MPH
46 3 2 46 X X X X X 5
45 0 0 45 0
44 1 3 44 X X X X 4 *
43 3 1 43 X X X X 4 *
42 3 5 42 X X X X X X X X 8 *
41 7 4 41 X X X X X X X X X X X 11 P Northbound Southbound Combined Statistics 40 6 6 40 X X X X X X X X X X X X 12 A % Over Pace: 12% 6% 8% 39 5 7 39 X X X X X X X X X X X X 12 C
38 8 9 38 X X X X X X X X X X X X X X X X X 17 E % In Pace: 84% 92% 87% 37 3 4 37 X X X X X X X 7 *
36 3 2 36 X X X X X 5 * % Under Pace: 4% 2% 5%
35 2 5 35 X X X X X X X 7 *
34 2 1 34 X X X 3 Average Speed: 40 MPH 39 MPH 40 MPH
33 0 0 33 0
32 1 0 32 X 1 Pace Speed: 34 - 43 MPH 35 - 44 MPH 35 - 44 MPH 31 1 0 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 36 MPH 36 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 39 MPH 39 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 43 MPH 42 MPH 43 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 430 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Ford Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Reservoir Road - Sunset Drive
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 1 1 44 X X 2 Time
43 0 0 43 0 From: 3:10
42 0 0 42 0
41 1 1 41 X X 2 Time
40 6 3 40 X X X X X X X X X 9 * To: 3:30
39 4 5 39 X X X X X X X X X 9 *
38 1 5 38 X X X X X X 6 * Existing
37 6 6 37 X X X X X X X X X X X X 12 P Speed Limit: 40 MPH 36 9 4 36 X X X X X X X X X X X X X 13 A
35 5 4 35 X X X X X X X X X 9 C
34 3 6 34 X X X X X X X X X 9 E
33 3 3 33 X X X X X X 6 *
32 5 4 32 X X X X X X X X X 9 *
31 2 5 31 X X X X X X X 7 * Northbound Southbound Combined Statistics 30 0 3 30 X X X 3 % Over Pace: 4% 4% 4%
29 1 0 29 X 1
28 0 0 28 0 % In Pace: 88% 90% 89%
27 2 0 27 X X 2
26 1 0 26 X 1 % Under Pace: 8% 6% 7%
25 0 0 25 0
24 0 0 24 0 Average Speed: 35 MPH 35 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 31 - 40 MPH 31 - 40 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 32 MPH 31 MPH 32 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 36 MPH 35 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 40 MPH 39 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 431 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Ford Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Sunset Drive - Garden Hill Drive
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 2:10
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 2:55
49 1 0 49 X 1
48 0 0 48 0 Existing
47 1 1 47 X X 2 Speed Limit: 40 MPH
46 1 1 46 X X 2
45 3 2 45 X X X X X 5
44 1 0 44 X 1
43 5 4 43 X X X X X X X X X 9 *
42 2 1 42 X X X 3 *
41 4 2 41 X X X X X X 6 * Northbound Southbound Combined Statistics 40 6 1 40 X X X X X X X 7 P % Over Pace: 14% 18% 11%
39 1 7 39 X X X X X X X X 8 A
38 6 4 38 X X X X X X X X X X 10 C % In Pace: 74% 74% 73% 37 5 4 37 X X X X X X X X X 9 E
36 2 5 36 X X X X X X X 7 * % Under Pace: 12% 8% 16%
35 3 1 35 X X X X 4 *
34 3 7 34 X X X X X X X X X X 10 * Average Speed: 39 MPH 37 MPH 38 MPH 33 0 2 33 X X 2
32 2 4 32 X X X X X X 6 Pace Speed: 34 - 43 MPH 32 - 41 MPH 34 - 43 MPH 31 1 0 31 X 1
30 2 1 30 X X X 3
29 0 1 29 X 1 15th Percentile / Critical Speed: 34 MPH 32 MPH 33 MPH 28 0 0 28 0
27 0 2 27 X X 2 50th Percentile / Critical Speed: 38 MPH 37 MPH 38 MPH 26 1 0 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed: 43 MPH 43 MPH 43 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/25/24
Redlands Regular Meeting of 05-20-2025 432 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Franklin Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Eucalyptus Drive - Oak Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 1 1 44 X X 2 Time
43 1 0 43 X 1 From: 9:00
42 1 0 42 X 1
41 0 0 41 0 Time
40 1 1 40 X X 2 To: 11:00
39 3 4 39 X X X X X X X 7
38 5 0 38 X X X X X 5 Existing
37 1 1 37 X X 2 Speed Limit: 35 MPH
36 3 3 36 X X X X X X 6
35 1 2 35 X X X 3
34 1 2 34 X X X 3
33 5 3 33 X X X X X X X X 8 *
32 5 5 32 X X X X X X X X X X 10 *
31 1 5 31 X X X X X X 6 * Northbound Southbound Combined Statistics 30 2 6 30 X X X X X X X X 8 P % Over Pace: 36% 28% 32%
29 2 2 29 X X X X 4 A
28 3 3 28 X X X X X X 6 C % In Pace: 58% 68% 63%
27 2 1 27 X X X 3 E
26 4 1 26 X X X X X 5 * % Under Pace: 6% 4% 5%
25 3 4 25 X X X X X X X 7 *
24 2 4 24 X X X X X X 6 * Average Speed: 32 MPH 31 MPH 32 MPH 23 3 1 23 X X X X 4
22 0 1 22 X 1 Pace Speed: 24 - 33 MPH 24 - 33 MPH 24 - 33 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 25 MPH 25 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 36 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 433 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Franklin Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Oak Street - Garden Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 12:05
39 0 0 39 0
38 1 1 38 X X 2 Existing
37 1 0 37 X 1 Speed Limit: N / P MPH
36 0 1 36 X 1
35 0 2 35 X X 2
34 0 0 34 0
33 2 2 33 X X X X 4 *
32 2 2 32 X X X X 4 *
31 1 6 31 X X X X X X X 7 * Eastbound Westbound Combined Statistics 30 1 4 30 X X X X X 5 P % Over Pace: 8% 8% 6%
29 5 4 29 X X X X X X X X X 9 A
28 12 3 28 X X X X X X X X X X X X X X X 15 C % In Pace: 86% 86% 85% 27 4 8 27 X X X X X X X X X X X X 12 E
26 7 6 26 X X X X X X X X X X X X X 13 * % Under Pace: 6% 6% 9% 25 5 0 25 X X X X X 5 *
24 3 8 24 X X X X X X X X X X X 11 * Average Speed: 27 MPH 28 MPH 28 MPH 23 3 1 23 X X X X 4
22 1 2 22 X X X 3 Pace Speed: 23 - 32 MPH 24 - 33 MPH 24 - 33 MPH 21 0 0 21 0
20 2 0 20 X X 2
19 0 0 19 0 15th Percentile / Critical Speed: 24 MPH 24 MPH 24 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 27 MPH 27 MPH 27 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 30 MPH 32 MPH 31 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 434 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Garden Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Mariposa Drive - Cajon Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 2:50
52 0 0 52 0
51 1 2 51 X X X 3 Time
50 1 0 50 X 1 To: 3:25
49 2 1 49 X X X 3
48 2 1 48 X X X 3 Existing
47 2 2 47 X X X X 4 Speed Limit: 40 MPH
46 1 4 46 X X X X X 5 *
45 6 5 45 X X X X X X X X X X X 11 *
44 0 8 44 X X X X X X X X 8 *
43 4 6 43 X X X X X X X X X X 10 P
42 3 4 42 X X X X X X X 7 A
41 3 2 41 X X X X X 5 C Northbound Southbound Combined Statistics 40 6 4 40 X X X X X X X X X X 10 E % Over Pace: 16% 6% 14% 39 6 4 39 X X X X X X X X X X 10 *
38 5 1 38 X X X X X X 6 * % In Pace: 78% 80% 79%
37 5 2 37 X X X X X X X 7 *
36 1 2 36 X X X 3 % Under Pace: 6% 14% 7%
35 1 1 35 X X 2
34 0 0 34 0 Average Speed: 42 MPH 43 MPH 42 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 37 - 46 MPH 39 - 48 MPH 37 - 46 MPH 31 1 1 31 X X 2
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 37 MPH 39 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 40 MPH 43 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 47 MPH 46 MPH 46 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/1/24
Redlands Regular Meeting of 05-20-2025 435 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Grove Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Citrus Avenue - Brockton Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 1 0 46 X 1
45 0 0 45 0
44 2 2 44 X X X X 4 Time
43 1 0 43 X 1 From: 9:25
42 3 3 42 X X X X X X 6
41 3 3 41 X X X X X X 6 * Time
40 1 1 40 X X 2 * To: 10:05
39 2 2 39 X X X X 4 *
38 5 2 38 X X X X X X X 7 P Existing
37 7 0 37 X X X X X X X 7 A Speed Limit: 35 MPH
36 2 4 36 X X X X X X 6 C
35 4 5 35 X X X X X X X X X 9 E
34 6 2 34 X X X X X X X X 8 *
33 2 5 33 X X X X X X X 7 *
32 6 7 32 X X X X X X X X X X X X X 13 *
31 0 4 31 X X X X 4 Northbound Southbound Combined Statistics 30 1 0 30 X 1 % Over Pace: 14% 26% 12%
29 2 4 29 X X X X X X 6
28 1 0 28 X 1 % In Pace: 76% 68% 69%
27 0 3 27 X X X 3
26 0 1 26 X 1 % Under Pace: 10% 6% 19%
25 0 1 25 X 1
24 1 0 24 X 1 Average Speed: 36 MPH 34 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 32 - 41 MPH 27 - 36 MPH 32 - 41 MPH 21 0 1 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 32 MPH 29 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 36 MPH 33 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 41 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/3/24
Redlands Regular Meeting of 05-20-2025 436 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Grove Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Highland Avenue - Citrus Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 10:50
39 0 0 39 0
38 0 0 38 0 Existing
37 1 0 37 X 1 Speed Limit: 35 MPH
36 0 0 36 0
35 2 0 35 X X 2
34 2 1 34 X X X 3
33 1 0 33 X 1
32 7 1 32 X X X X X X X X 8 *
31 4 5 31 X X X X X X X X X 9 * Northbound Southbound Combined Statistics 30 6 4 30 X X X X X X X X X X 10 * % Over Pace: 12% 2% 7% 29 3 4 29 X X X X X X X 7 P
28 5 4 28 X X X X X X X X X 9 A % In Pace: 80% 92% 86%
27 5 5 27 X X X X X X X X X X 10 C
26 4 7 26 X X X X X X X X X X X 11 E % Under Pace: 8% 6% 7% 25 2 7 25 X X X X X X X X X 9 *
24 2 7 24 X X X X X X X X X 9 * Average Speed: 29 MPH 27 MPH 28 MPH 23 2 2 23 X X X X 4 *
22 0 0 22 0 Pace Speed: 23 - 32 MPH 23 - 32 MPH 23 - 32 MPH 21 2 0 21 X X 2
20 2 1 20 X X X 3
19 0 2 19 X X 2 15th Percentile / Critical Speed: 24 MPH 24 MPH 24 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 29 MPH 26 MPH 27 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 32 MPH 30 MPH 32 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/26/24
Redlands Regular Meeting of 05-20-2025 437 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Highland Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Cajon Street - San Mateo Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 12:50
52 0 1 52 X 1
51 0 0 51 0 Time
50 0 1 50 X 1 To: 1:25
49 0 2 49 X X 2
48 1 1 48 X X 2 Existing
47 2 1 47 X X X 3 Speed Limit: 35 MPH
46 1 2 46 X X X 3
45 3 0 45 X X X 3
44 2 3 44 X X X X X 5
43 2 2 43 X X X X 4
42 2 1 42 X X X 3
41 3 4 41 X X X X X X X 7 * Eastbound Westbound Combined Statistics 40 4 1 40 X X X X X 5 * % Over Pace: 8% 28% 27%
39 6 4 39 X X X X X X X X X X 10 *
38 5 7 38 X X X X X X X X X X X X 12 P % In Pace: 68% 66% 66% 37 5 5 37 X X X X X X X X X X 10 A
36 2 2 36 X X X X 4 C % Under Pace: 24% 6% 7%
35 0 3 35 X X X 3 E
34 3 2 34 X X X X X 5 * Average Speed: 38 MPH 39 MPH 39 MPH 33 3 2 33 X X X X X 5 *
32 2 3 32 X X X X X 5 * Pace Speed: 36 - 45 MPH 32 - 41 MPH 32 - 41 MPH 31 1 2 31 X X X 3
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 33 MPH 33 MPH 33 MPH 28 2 0 28 X X 2
27 0 1 27 X 1 50th Percentile / Critical Speed: 39 MPH 38 MPH 38 MPH 26 1 0 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed: 44 MPH 46 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/1/24
Redlands Regular Meeting of 05-20-2025 438 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Highland Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Ford Street - Cajon Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 1 53 X 1 From: 12:25
52 0 1 52 X 1
51 0 1 51 X 1 Time
50 1 1 50 X X 2 To: 12:50
49 0 3 49 X X X 3
48 2 5 48 X X X X X X X 7 * Existing
47 2 8 47 X X X X X X X X X X 10 * Speed Limit: 45 MPH
46 4 5 46 X X X X X X X X X 9 *
45 2 3 45 X X X X X 5 P
44 1 8 44 X X X X X X X X X 9 A
43 1 1 43 X X 2 C
42 6 2 42 X X X X X X X X 8 E
41 9 2 41 X X X X X X X X X X X 11 * Eastbound Westbound Combined Statistics 40 4 2 40 X X X X X X 6 * % Over Pace: 6% 14% 8%
39 3 4 39 X X X X X X X 7 *
38 5 0 38 X X X X X 5 % In Pace: 74% 80% 74%
37 1 1 37 X X 2
36 3 0 36 X X X 3 % Under Pace: 20% 6% 18%
35 2 2 35 X X X X 4
34 1 0 34 X 1 Average Speed: 41 MPH 45 MPH 43 MPH
33 1 0 33 X 1
32 1 0 32 X 1 Pace Speed: 38 - 47 MPH 39 - 48 MPH 39 - 48 MPH 31 1 0 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 36 MPH 40 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 41 MPH 45 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 46 MPH 48 MPH 47 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/1/24
Redlands Regular Meeting of 05-20-2025 439 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Highland Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: San Mateo Street - Serpentine Drive 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 1 0 44 X 1 Time
43 1 1 43 X X 2 From: 1:25
42 2 3 42 X X X X X 5
41 0 0 41 0 Time
40 4 1 40 X X X X X 5 * To: 2:25
39 3 3 39 X X X X X X 6 *
38 1 1 38 X X 2 * Existing
37 5 1 37 X X X X X X 6 P Speed Limit: 30 MPH
36 8 3 36 X X X X X X X X X X X 11 A
35 2 5 35 X X X X X X X 7 C
34 5 3 34 X X X X X X X X 8 E
33 0 5 33 X X X X X 5 *
32 4 5 32 X X X X X X X X X 9 *
31 1 7 31 X X X X X X X X 8 * Eastbound Westbound Combined Statistics 30 1 3 30 X X X X 4 % Over Pace: 8% 20% 8%
29 2 3 29 X X X X X 5
28 3 1 28 X X X X 4 % In Pace: 66% 74% 67%
27 3 2 27 X X X X X 5
26 1 1 26 X X 2 % Under Pace: 26% 6% 25%
25 1 2 25 X X X 3
24 1 0 24 X 1 Average Speed: 34 MPH 33 MPH 34 MPH
23 1 0 23 X 1
22 0 0 22 0 Pace Speed: 31 - 40 MPH 27 - 36 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 28 MPH 29 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 33 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 40 MPH 39 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/1/24
Redlands Regular Meeting of 05-20-2025 440 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Judson Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Citrus Avenue - Colton Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 3:40
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 4:00
49 0 0 49 0
48 0 1 48 X 1 Existing
47 0 1 47 X 1 Speed Limit: 40 MPH
46 0 2 46 X X 2
45 1 1 45 X X 2
44 0 0 44 0
43 2 3 43 X X X X X 5
42 0 1 42 X 1
41 1 0 41 X 1 * Northbound Southbound Combined Statistics 40 5 3 40 X X X X X X X X 8 * % Over Pace: 6% 10% 12%
39 8 4 39 X X X X X X X X X X X X 12 *
38 3 6 38 X X X X X X X X X 9 P % In Pace: 92% 86% 87%
37 7 9 37 X X X X X X X X X X X X X X X X 16 A
36 6 7 36 X X X X X X X X X X X X X 13 C % Under Pace: 2% 4% 1% 35 5 8 35 X X X X X X X X X X X X X 13 E
34 4 2 34 X X X X X X 6 * Average Speed: 37 MPH 38 MPH 37 MPH 33 6 1 33 X X X X X X X 7 *
32 1 1 32 X X 2 * Pace Speed: 32 - 41 MPH 34 - 43 MPH 32 - 41 MPH 31 0 0 31 0
30 1 0 30 X 1
29 0 0 29 0 15th Percentile / Critical Speed: 33 MPH 35 MPH 34 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 37 MPH 37 MPH 37 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 40 MPH 43 MPH 40 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 441 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Judson Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Colton Avenue - Lugonia Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 3 0 46 X X X 3
45 0 1 45 X 1
44 0 1 44 X 1 Time
43 0 2 43 X X 2 From: 11:20
42 2 1 42 X X X 3
41 3 3 41 X X X X X X 6 * Time
40 3 3 40 X X X X X X 6 * To: 11:45
39 5 2 39 X X X X X X X 7 *
38 7 6 38 X X X X X X X X X X X X X 13 P Existing
37 4 4 37 X X X X X X X X 8 A Speed Limit: 35 MPH
36 7 7 36 X X X X X X X X X X X X X X 14 C
35 5 5 35 X X X X X X X X X X 10 E
34 0 4 34 X X X X 4 *
33 3 3 33 X X X X X X 6 *
32 2 3 32 X X X X X 5 *
31 1 1 31 X X 2 Northbound Southbound Combined Statistics 30 3 2 30 X X X X X 5 % Over Pace: 6% 10% 10%
29 1 0 29 X 1
28 1 1 28 X X 2 % In Pace: 78% 80% 79%
27 0 1 27 X 1
26 0 0 26 0 % Under Pace: 16% 10% 11%
25 0 0 25 0
24 0 0 24 0 Average Speed: 37 MPH 36 MPH 37 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 33 - 42 MPH 32 - 41 MPH 32 - 41 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 37 MPH 36 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 41 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/1/24
Redlands Regular Meeting of 05-20-2025 442 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Judson Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Lugonia Avenue - Pioneer Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 1 45 X 1
44 1 1 44 X X 2 Time
43 2 0 43 X X 2 From: 10:30
42 0 2 42 X X 2
41 1 3 41 X X X X 4 * Time
40 2 2 40 X X X X 4 * To: 11:20
39 3 5 39 X X X X X X X X 8 *
38 4 6 38 X X X X X X X X X X 10 P Existing
37 6 1 37 X X X X X X X 7 A Speed Limit: 35 MPH
36 6 6 36 X X X X X X X X X X X X 12 C
35 6 3 35 X X X X X X X X X 9 E
34 3 6 34 X X X X X X X X X 9 *
33 4 2 33 X X X X X X 6 *
32 4 5 32 X X X X X X X X X 9 *
31 2 1 31 X X X 3 Northbound Southbound Combined Statistics 30 1 2 30 X X X 3 % Over Pace: 8% 8% 7%
29 3 2 29 X X X X X 5
28 0 1 28 X 1 % In Pace: 80% 78% 78%
27 1 0 27 X 1
26 0 1 26 X 1 % Under Pace: 12% 14% 15%
25 1 0 25 X 1
24 0 0 24 0 Average Speed: 35 MPH 36 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 31 - 40 MPH 32 - 41 MPH 32 - 41 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 31 MPH 32 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 36 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 40 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/1/24
Redlands Regular Meeting of 05-20-2025 443 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Live Oak Canyon Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: San Timoteo Canyon Road - Easterly Boundary 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 2:35
52 0 0 52 0
51 0 0 51 0 Time
50 1 0 50 X 1 To: 3:35
49 1 1 49 X X 2
48 1 0 48 X 1 Existing
47 2 1 47 X X X 3 Speed Limit: 45 MPH
46 1 0 46 X 1
45 2 1 45 X X X 3
44 2 3 44 X X X X X 5 *
43 4 3 43 X X X X X X X 7 *
42 7 3 42 X X X X X X X X X X 10 *
41 4 2 41 X X X X X X 6 P Eastbound Westbound Combined Statistics 40 4 3 40 X X X X X X X 7 A % Over Pace: 6% 6% 11%
39 6 6 39 X X X X X X X X X X X X 12 C
38 5 12 38 X X X X X X X X X X X X X X X X X 17 E % In Pace: 74% 84% 79% 37 1 5 37 X X X X X X 6 *
36 2 2 36 X X X X 4 * % Under Pace: 20% 10% 10%
35 2 3 35 X X X X X 5 *
34 0 1 34 X 1 Average Speed: 40 MPH 39 MPH 40 MPH
33 3 1 33 X X X X 4
32 0 2 32 X X 2 Pace Speed: 38 - 47 MPH 35 - 44 MPH 35 - 44 MPH 31 1 1 31 X X 2
30 1 0 30 X 1
29 0 0 29 0 15th Percentile / Critical Speed: 36 MPH 35 MPH 35 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 40 MPH 38 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 45 MPH 43 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/1/24
Redlands Regular Meeting of 05-20-2025 444 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Lugonia Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Alabama Street - Tennessee Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 1 0 46 X 1
45 1 0 45 X 1
44 0 0 44 0 Time
43 2 1 43 X X X 3 From: 9:55
42 3 0 42 X X X 3
41 3 1 41 X X X X 4 Time
40 0 2 40 X X 2 To: 10:20
39 1 4 39 X X X X X 5 *
38 2 1 38 X X X 3 * Existing
37 3 4 37 X X X X X X X 7 * Speed Limit: 40 MPH
36 7 2 36 X X X X X X X X X 9 P
35 3 6 35 X X X X X X X X X 9 A
34 4 11 34 X X X X X X X X X X X X X X X 15 C
33 6 6 33 X X X X X X X X X X X X 12 E
32 8 3 32 X X X X X X X X X X X 11 *
31 5 5 31 X X X X X X X X X X 10 * Eastbound Westbound Combined Statistics 30 0 3 30 X X X 3 * % Over Pace: 20% 8% 14%
29 0 1 29 X 1
28 1 0 28 X 1 % In Pace: 78% 90% 84%
27 0 0 27 0
26 0 0 26 0 % Under Pace: 2% 2% 2%
25 0 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 35 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 31 - 40 MPH 30 - 39 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 32 MPH 31 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 34 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 39 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 445 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Lugonia Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: California Street - Alabama Street 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:35
52 1 2 52 X X X 3
51 1 1 51 X X 2 Time
50 0 0 50 0 To: 9:55
49 1 1 49 X X 2
48 2 0 48 X X 2 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 3 2 46 X X X X X 5
45 2 3 45 X X X X X 5 *
44 0 1 44 X 1 *
43 1 5 43 X X X X X X 6 *
42 2 7 42 X X X X X X X X X 9 P
41 7 6 41 X X X X X X X X X X X X X 13 A Eastbound Westbound Combined Statistics 40 4 3 40 X X X X X X X 7 C % Over Pace: 20% 8% 14%
39 3 4 39 X X X X X X X 7 E
38 5 2 38 X X X X X X X 7 * % In Pace: 70% 70% 68%
37 2 2 37 X X X X 4 *
36 7 2 36 X X X X X X X X X 9 * % Under Pace: 10% 22% 18% 35 3 2 35 X X X X X 5
34 1 0 34 X 1 Average Speed: 40 MPH 40 MPH 40 MPH
33 0 2 33 X X 2
32 1 2 32 X X X 3 Pace Speed: 34 - 43 MPH 37 - 46 MPH 36 - 45 MPH 31 2 0 31 X X 2
30 1 2 30 X X X 3
29 1 1 29 X X 2 15th Percentile / Critical Speed: 35 MPH 35 MPH 35 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 39 MPH 41 MPH 40 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 46 MPH 45 MPH 45 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 446 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Lugonia Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: 1500' W/ Research Avenue - California Street 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 2 56 X X 2
55 0 0 55 0
54 2 3 54 X X X X X 5 Time
53 2 0 53 X X 2 From: 9:00
52 0 6 52 X X X X X X 6 *
51 3 1 51 X X X X 4 * Time
50 0 3 50 X X X 3 * To: 9:35
49 2 2 49 X X X X 4 P
48 2 5 48 X X X X X X X 7 A Existing
47 2 5 47 X X X X X X X 7 C Speed Limit: 50 MPH
46 6 5 46 X X X X X X X X X X X 11 E
45 2 6 45 X X X X X X X X 8 *
44 4 1 44 X X X X X 5 *
43 3 6 43 X X X X X X X X X 9 *
42 0 1 42 X 1
41 0 1 41 X 1 Eastbound Westbound Combined Statistics
40 0 1 40 X 1 % Over Pace: 26% 10% 9%
39 6 0 39 X X X X X X 6
38 4 0 38 X X X X 4 % In Pace: 56% 80% 64%
37 3 1 37 X X X X 4
36 0 1 36 X 1 % Under Pace: 18% 10% 27%
35 2 0 35 X X 2
34 1 0 34 X 1 Average Speed: 42 MPH 47 MPH 45 MPH
33 1 0 33 X 1
32 3 0 32 X X X 3 Pace Speed: 37 - 46 MPH 43 - 52 MPH 43 - 52 MPH 31 0 0 31 0
30 0 0 30 0
29 1 0 29 X 1 15th Percentile / Critical Speed: 35 MPH 43 MPH 38 MPH 28 1 0 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed: 43 MPH 47 MPH 46 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 49 MPH 52 MPH 51 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 447 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Lugonia Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Tennessee Street - Texas Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 1 44 X 1 Time
43 3 0 43 X X X 3 From: 10:20
42 4 0 42 X X X X 4
41 4 0 41 X X X X 4 Time
40 3 2 40 X X X X X 5 To: 10:40
39 1 2 39 X X X 3 *
38 4 1 38 X X X X X 5 * Existing
37 2 4 37 X X X X X X 6 * Speed Limit: 40 MPH
36 0 4 36 X X X X 4 P
35 5 3 35 X X X X X X X X 8 A
34 8 6 34 X X X X X X X X X X X X X X 14 C
33 5 9 33 X X X X X X X X X X X X X X 14 E
32 5 7 32 X X X X X X X X X X X X 12 *
31 4 7 31 X X X X X X X X X X X 11 * Eastbound Westbound Combined Statistics 30 2 4 30 X X X X X X 6 * % Over Pace: 14% 6% 17%
29 0 0 29 0
28 0 0 28 0 % In Pace: 74% 94% 83%
27 0 0 27 0
26 0 0 26 0 % Under Pace: 12% 0% 0%
25 0 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 34 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 32 - 41 MPH 30 - 39 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 32 MPH 31 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 33 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 37 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 448 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Lugonia Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Texas Street - Orange Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:40
52 1 0 52 X 1
51 0 0 51 0 Time
50 0 0 50 0 To: 11:00
49 2 1 49 X X X 3
48 0 2 48 X X 2 Existing
47 1 1 47 X X 2 Speed Limit: 40 MPH
46 1 5 46 X X X X X X 6
45 2 0 45 X X 2
44 6 4 44 X X X X X X X X X X 10 *
43 2 10 43 X X X X X X X X X X X X 12 *
42 4 6 42 X X X X X X X X X X 10 *
41 3 2 41 X X X X X 5 P Eastbound Westbound Combined Statistics 40 3 3 40 X X X X X X 6 A % Over Pace: 14% 18% 16%
39 3 1 39 X X X X 4 C
38 6 3 38 X X X X X X X X X 9 E % In Pace: 76% 76% 76%
37 4 1 37 X X X X X 5 *
36 4 4 36 X X X X X X X X 8 * % Under Pace: 10% 6% 8%
35 3 4 35 X X X X X X X 7 *
34 4 3 34 X X X X X X X 7 Average Speed: 40 MPH 41 MPH 41 MPH 33 1 0 33 X 1
32 0 0 32 0 Pace Speed: 35 - 44 MPH 35 - 44 MPH 35 - 44 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 35 MPH 36 MPH 35 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 39 MPH 42 MPH 41 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 44 MPH 46 MPH 45 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 449 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Mariposa Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Country Club Drive - Garden Street 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 1 47 X 1 Date:
46 0 1 46 X 1
45 0 1 45 X 1
44 0 0 44 0 Time
43 1 1 43 X X 2 From: 2:20
42 2 7 42 X X X X X X X X X 9
41 1 1 41 X X 2 Time
40 1 2 40 X X X 3 To: 2:50
39 3 4 39 X X X X X X X 7 *
38 4 4 38 X X X X X X X X 8 * Existing
37 4 2 37 X X X X X X 6 * Speed Limit: 35 MPH
36 5 3 36 X X X X X X X X 8 P
35 3 4 35 X X X X X X X 7 A
34 2 4 34 X X X X X X 6 C
33 2 3 33 X X X X X 5 E
32 8 5 32 X X X X X X X X X X X X X 13 *
31 2 3 31 X X X X X 5 * Eastbound Westbound Combined Statistics 30 5 0 30 X X X X X 5 * % Over Pace: 10% 8% 19%
29 2 2 29 X X X X 4
28 1 0 28 X 1 % In Pace: 76% 68% 70%
27 2 0 27 X X 2
26 1 0 26 X 1 % Under Pace: 14% 24% 11%
25 0 2 25 X X 2
24 0 0 24 0 Average Speed: 34 MPH 36 MPH 35 MPH
23 0 0 23 0
22 1 0 22 X 1 Pace Speed: 30 - 39 MPH 33 - 42 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 30 MPH 32 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 34 MPH 36 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 42 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/1/24
Redlands Regular Meeting of 05-20-2025 450 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Mariposa Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Halsey Street - Dwight Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 7:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 5:45
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 0 0 36 0
35 0 0 35 0
34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0 Northbound Southbound Combined Statistics
30 0 0 30 0 % Over Pace: 16% 2% 9%
29 1 0 29 X 1
28 4 0 28 X X X X 4 % In Pace: 66% 72% 69%
27 2 0 27 X X 2
26 1 1 26 X X 2 % Under Pace: 18% 26% 22%
25 3 1 25 X X X X 4 *
24 5 2 24 X X X X X X X 7 * Average Speed: 20 MPH 18 MPH 19 MPH 23 1 5 23 X X X X X X 6 *
22 5 4 22 X X X X X X X X X 9 P Pace Speed: 16 - 25 MPH 16 - 25 MPH 16 - 25 MPH 21 3 3 21 X X X X X X 6 A
20 1 7 20 X X X X X X X X 8 C
19 4 7 19 X X X X X X X X X X X 11 E 15th Percentile / Critical Speed: 14 MPH 12 MPH 13 MPH 18 4 4 18 X X X X X X X X 8 *
17 3 1 17 X X X X 4 * 50th Percentile / Critical Speed: 20 MPH 19 MPH 19 MPH 16 4 2 16 X X X X X X 6 *
15 1 1 15 X X 2 85th Percentile / Critical Speed: 26 MPH 23 MPH 24 MPH 14 2 1 14 X X X 3
13 3 3 13 X X X X X X 6
12 2 1 12 X X X 3
11 1 3 11 X X X X 4
10 0 4 10 X X X X 4
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 451 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Mariposa Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Wabash Avenue - Country Club Drive 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:05
42 0 0 42 0
41 0 0 41 0 Time
40 1 0 40 X 1 To: 11:55
39 1 0 39 X 1
38 2 1 38 X X X 3 Existing
37 3 0 37 X X X 3 Speed Limit: 35 MPH
36 2 2 36 X X X X 4
35 1 2 35 X X X 3
34 6 2 34 X X X X X X X X 8 *
33 4 2 33 X X X X X X 6 *
32 2 2 32 X X X X 4 *
31 4 4 31 X X X X X X X X 8 P Eastbound Westbound Combined Statistics 30 3 4 30 X X X X X X X 7 A % Over Pace: 14% 10% 15%
29 5 4 29 X X X X X X X X X 9 C
28 4 3 28 X X X X X X X 7 E % In Pace: 76% 72% 72%
27 7 4 27 X X X X X X X X X X X 11 *
26 1 6 26 X X X X X X X 7 * % Under Pace: 10% 18% 13%
25 0 5 25 X X X X X 5 *
24 2 2 24 X X X X 4 Average Speed: 31 MPH 28 MPH 30 MPH 23 1 2 23 X X X 3
22 1 2 22 X X X 3 Pace Speed: 27 - 36 MPH 25 - 34 MPH 25 - 34 MPH 21 0 0 21 0
20 0 2 20 X X 2
19 0 1 19 X 1 15th Percentile / Critical Speed: 27 MPH 24 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 31 MPH 28 MPH 29 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 36 MPH 33 MPH 34 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 452 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Mountain View Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Interstate 10 Freeway - Central Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 2 0 56 X X 2
55 0 0 55 0
54 0 2 54 X X 2 Time
53 1 1 53 X X 2 From: 11:40
52 2 0 52 X X 2
51 3 0 51 X X X 3 Time
50 0 0 50 0 To: 12:00
49 5 1 49 X X X X X X 6
48 2 0 48 X X 2 Existing
47 2 3 47 X X X X X 5 Speed Limit: 50 MPH
46 3 1 46 X X X X 4 *
45 4 6 45 X X X X X X X X X X 10 *
44 5 3 44 X X X X X X X X 8 *
43 2 2 43 X X X X 4 P
42 2 3 42 X X X X X 5 A
41 5 3 41 X X X X X X X X 8 C Northbound Southbound Combined Statistics 40 2 3 40 X X X X X 5 E % Over Pace: 16% 16% 24%
39 3 6 39 X X X X X X X X X 9 *
38 2 5 38 X X X X X X X 7 * % In Pace: 64% 78% 67%
37 3 4 37 X X X X X X X 7 *
36 0 4 36 X X X X 4 % Under Pace: 20% 6% 9%
35 1 2 35 X X X 3
34 0 1 34 X 1 Average Speed: 44 MPH 41 MPH 43 MPH
33 1 0 33 X 1
32 0 0 32 0 Pace Speed: 40 - 49 MPH 36 - 45 MPH 37 - 46 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 39 MPH 37 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 44 MPH 40 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 51 MPH 46 MPH 49 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/3/24
Redlands Regular Meeting of 05-20-2025 453 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: New York Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Colton Avenue - Lugonia Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:25
52 0 0 52 0
51 1 0 51 X 1 Time
50 0 0 50 0 To: 10:45
49 0 1 49 X 1
48 2 0 48 X X 2 Existing
47 1 0 47 X 1 Speed Limit: 40 MPH
46 3 0 46 X X X 3
45 4 1 45 X X X X X 5
44 1 4 44 X X X X X 5 *
43 3 5 43 X X X X X X X X 8 *
42 4 1 42 X X X X X 5 *
41 3 2 41 X X X X X 5 P Northbound Southbound Combined Statistics 40 4 6 40 X X X X X X X X X X 10 A % Over Pace: 8% 4% 13% 39 2 6 39 X X X X X X X X 8 C
38 3 3 38 X X X X X X 6 E % In Pace: 60% 78% 69%
37 3 4 37 X X X X X X X 7 *
36 2 5 36 X X X X X X X 7 * % Under Pace: 32% 18% 18%
35 5 3 35 X X X X X X X X 8 *
34 1 3 34 X X X X 4 Average Speed: 39 MPH 38 MPH 39 MPH 33 2 2 33 X X X X 4
32 2 3 32 X X X X X 5 Pace Speed: 37 - 46 MPH 35 - 44 MPH 35 - 44 MPH 31 0 0 31 0
30 1 1 30 X X 2
29 1 0 29 X 1 15th Percentile / Critical Speed: 33 MPH 34 MPH 34 MPH 28 2 0 28 X X 2
27 0 0 27 0 50th Percentile / Critical Speed: 40 MPH 39 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 45 MPH 43 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/3/24
Redlands Regular Meeting of 05-20-2025 454 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Olive Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Citrus Avenue - San Mateo Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:50
42 1 3 42 X X X X 4
41 0 2 41 X X 2 Time
40 0 1 40 X 1 To: 3:15
39 2 2 39 X X X X 4 *
38 1 6 38 X X X X X X X 7 * Existing
37 5 2 37 X X X X X X X 7 * Speed Limit: 35 MPH
36 3 9 36 X X X X X X X X X X X X 12 P
35 4 2 35 X X X X X X 6 A
34 4 4 34 X X X X X X X X 8 C
33 10 4 33 X X X X X X X X X X X X X X 14 E
32 4 7 32 X X X X X X X X X X X 11 *
31 9 3 31 X X X X X X X X X X X X 12 * Eastbound Westbound Combined Statistics 30 1 3 30 X X X X 4 * % Over Pace: 2% 12% 7%
29 2 1 29 X X X 3
28 1 1 28 X X 2 % In Pace: 86% 84% 85%
27 2 0 27 X X 2
26 0 0 26 0 % Under Pace: 12% 4% 8%
25 1 0 25 X 1
24 0 0 24 0 Average Speed: 33 MPH 35 MPH 34 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39 MPH 30 - 39 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 31 MPH 31 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 33 MPH 35 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 37 MPH 39 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/2/24
Redlands Regular Meeting of 05-20-2025 455 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Olive Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: San Mateo Street - Terracina Boulevard 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 1 46 X 1
45 1 0 45 X 1
44 0 1 44 X 1 Time
43 0 2 43 X X 2 From: 2:20
42 2 4 42 X X X X X X 6
41 0 2 41 X X 2 Time
40 5 3 40 X X X X X X X X 8 * To: 2:50
39 5 3 39 X X X X X X X X 8 *
38 3 3 38 X X X X X X 6 * Existing
37 3 4 37 X X X X X X X 7 P Speed Limit: 35 MPH
36 2 5 36 X X X X X X X 7 A
35 4 5 35 X X X X X X X X X 9 C
34 6 1 34 X X X X X X X 7 E
33 5 1 33 X X X X X X 6 *
32 5 3 32 X X X X X X X X 8 *
31 2 4 31 X X X X X X 6 * Eastbound Westbound Combined Statistics 30 0 2 30 X X 2 % Over Pace: 6% 2% 13%
29 2 1 29 X X X 3
28 1 2 28 X X X 3 % In Pace: 80% 64% 72%
27 2 2 27 X X X X 4
26 0 1 26 X 1 % Under Pace: 14% 34% 15%
25 1 0 25 X 1
24 1 0 24 X 1 Average Speed: 35 MPH 36 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 31 - 40 MPH 35 - 44 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 31 MPH 30 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 34 MPH 36 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 40 MPH 42 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/2/24
Redlands Regular Meeting of 05-20-2025 456 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Orange Tree Lane
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: California Street - Nevada Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:20
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 11:40
49 0 0 49 0
48 0 0 48 0 Existing
47 0 1 47 X 1 Speed Limit: 40 MPH
46 1 2 46 X X X 3
45 0 1 45 X 1
44 0 1 44 X 1
43 0 1 43 X 1
42 0 1 42 X 1
41 3 3 41 X X X X X X 6 Eastbound Westbound Combined Statistics 40 1 1 40 X X 2 % Over Pace: 10% 14% 16%
39 2 2 39 X X X X 4 *
38 4 5 38 X X X X X X X X X 9 * % In Pace: 74% 78% 75%
37 4 3 37 X X X X X X X 7 *
36 5 10 36 X X X X X X X X X X X X X X X 15 P % Under Pace: 16% 8% 9% 35 2 3 35 X X X X X 5 A
34 5 3 34 X X X X X X X X 8 C Average Speed: 34 MPH 37 MPH 35 MPH 33 5 4 33 X X X X X X X X X 9 E
32 3 5 32 X X X X X X X X 8 * Pace Speed: 30 - 39 MPH 32 - 41 MPH 30 - 39 MPH 31 4 2 31 X X X X X X 6 *
30 3 1 30 X X X X 4 *
29 2 1 29 X X X 3 15th Percentile / Critical Speed: 29 MPH 32 MPH 31 MPH 28 3 0 28 X X X 3
27 2 0 27 X X 2 50th Percentile / Critical Speed: 34 MPH 36 MPH 36 MPH 26 1 0 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed: 38 MPH 41 MPH 40 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/3/24
Redlands Regular Meeting of 05-20-2025 457 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Orange Tree Lane
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Nevada Street - Alabama Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:45
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 11:20
49 0 1 49 X 1
48 1 2 48 X X X 3 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 2 1 46 X X X 3
45 1 2 45 X X X 3
44 0 2 44 X X 2
43 4 1 43 X X X X X 5
42 2 1 42 X X X 3
41 6 5 41 X X X X X X X X X X X 11 * Eastbound Westbound Combined Statistics 40 3 1 40 X X X X 4 * % Over Pace: 8% 18% 20%
39 3 4 39 X X X X X X X 7 *
38 5 4 38 X X X X X X X X X 9 P % In Pace: 70% 68% 68%
37 3 2 37 X X X X X 5 A
36 6 6 36 X X X X X X X X X X X X 12 C % Under Pace: 22% 14% 12% 35 2 5 35 X X X X X X X 7 E
34 1 1 34 X X 2 * Average Speed: 37 MPH 38 MPH 38 MPH
33 1 5 33 X X X X X X 6 *
32 4 1 32 X X X X X 5 * Pace Speed: 34 - 43 MPH 33 - 42 MPH 32 - 41 MPH 31 1 2 31 X X X 3
30 0 3 30 X X X 3
29 1 0 29 X 1 15th Percentile / Critical Speed: 32 MPH 33 MPH 32 MPH 28 2 1 28 X X X 3
27 1 0 27 X 1 50th Percentile / Critical Speed: 38 MPH 37 MPH 38 MPH 26 0 0 26 0
25 1 0 25 X 1 85th Percentile / Critical Speed: 43 MPH 44 MPH 43 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/3/24
Redlands Regular Meeting of 05-20-2025 458 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Orange Street
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Hubbard Court - City Limit
72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 0 63 0 From: 11:45
62 1 1 62 X X 2
61 0 0 61 0 Time
60 2 1 60 X X X 3 To: 12:05
59 3 1 59 X X X X 4
58 3 1 58 X X X X 4 Existing
57 2 5 57 X X X X X X X 7 * Speed Limit: 50 MPH
56 4 1 56 X X X X X 5 *
55 2 4 55 X X X X X X 6 *
54 5 7 54 X X X X X X X X X X X X 12 P
53 4 7 53 X X X X X X X X X X X 11 A
52 3 7 52 X X X X X X X X X X 10 C
51 3 1 51 X X X X 4 E Northbound Southbound Combined Statistics 50 3 3 50 X X X X X X 6 * % Over Pace: 18% 8% 13%
49 4 1 49 X X X X X 5 *
48 4 5 48 X X X X X X X X X 9 * % In Pace: 68% 82% 75%
47 2 0 47 X X 2
46 1 3 46 X X X X 4 % Under Pace: 14% 10% 12%
45 1 0 45 X 1
44 0 1 44 X 1 Average Speed: 52 MPH 53 MPH 53 MPH
43 2 1 43 X X X 3
42 0 0 42 0 Pace Speed: 48 - 57 MPH 48 - 57 MPH 48 - 57 MPH 41 1 0 41 X 1
40 0 0 40 0
39 0 0 39 0 15th Percentile / Critical Speed: 48 MPH 48 MPH 48 MPH 38 0 0 38 0
37 0 0 37 0 50th Percentile / Critical Speed: 53 MPH 53 MPH 53 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed: 58 MPH 57 MPH 57 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 459 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Orange Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Lugonia Avenue - Pioneer Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:00
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 11:25
49 0 0 49 0
48 0 1 48 X 1 Existing
47 2 0 47 X X 2 Speed Limit: 40 MPH
46 1 0 46 X 1
45 3 1 45 X X X X 4
44 0 1 44 X 1 *
43 2 2 43 X X X X 4 *
42 4 6 42 X X X X X X X X X X 10 *
41 5 4 41 X X X X X X X X X 9 P Northbound Southbound Combined Statistics 40 3 10 40 X X X X X X X X X X X X X 13 A % Over Pace: 6% 4% 8% 39 7 4 39 X X X X X X X X X X X 11 C
38 8 6 38 X X X X X X X X X X X X X X 14 E % In Pace: 88% 94% 91% 37 7 5 37 X X X X X X X X X X X X 12 *
36 5 6 36 X X X X X X X X X X X 11 * % Under Pace: 6% 2% 1% 35 3 3 35 X X X X X X 6 *
34 0 0 34 0 Average Speed: 40 MPH 39 MPH 39 MPH
33 0 0 33 0
32 0 1 32 X 1 Pace Speed: 36 - 45 MPH 35 - 44 MPH 35 - 44 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 36 MPH 36 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 39 MPH 39 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 43 MPH 42 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 460 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Orange Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Pioneer Avenue - Hubbard Court
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 1 54 X 1 Time
53 1 3 53 X X X X 4 From: 11:25
52 1 4 52 X X X X X 5
51 2 2 51 X X X X 4 Time
50 0 0 50 0 To: 11:45
49 1 0 49 X 1
48 4 0 48 X X X X 4 * Existing
47 2 3 47 X X X X X 5 * Speed Limit: 45 MPH
46 4 3 46 X X X X X X X 7 *
45 3 4 45 X X X X X X X 7 P
44 3 5 44 X X X X X X X X 8 A
43 6 5 43 X X X X X X X X X X X 11 C
42 7 5 42 X X X X X X X X X X X X 12 E
41 4 5 41 X X X X X X X X X 9 * Northbound Southbound Combined Statistics 40 4 5 40 X X X X X X X X X 9 * % Over Pace: 10% 20% 15% 39 2 1 39 X X X 3 *
38 0 3 38 X X X 3 % In Pace: 78% 78% 75%
37 2 1 37 X X X 3
36 3 0 36 X X X 3 % Under Pace: 12% 2% 10%
35 1 0 35 X 1
34 0 0 34 0 Average Speed: 43 MPH 44 MPH 44 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 39 - 48 MPH 38 - 47 MPH 39 - 48 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 39 MPH 40 MPH 40 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 43 MPH 43 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 48 MPH 52 MPH 48 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 461 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Pacific Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Carob Street - Ridge Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 8:10
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 4:45
39 0 0 39 0
38 1 0 38 X 1 Existing
37 2 0 37 X X 2 Speed Limit: 25 MPH
36 0 0 36 0
35 0 0 35 0
34 6 1 34 X X X X X X X 7
33 0 2 33 X X 2 *
32 1 3 32 X X X X 4 *
31 2 1 31 X X X 3 * Eastbound Westbound Combined Statistics 30 2 2 30 X X X X 4 P % Over Pace: 20% 2% 10%
29 7 2 29 X X X X X X X X X 9 A
28 0 2 28 X X 2 C % In Pace: 64% 58% 59%
27 2 5 27 X X X X X X X 7 E
26 5 3 26 X X X X X X X X 8 * % Under Pace: 16% 40% 31% 25 6 5 25 X X X X X X X X X X X 11 *
24 5 4 24 X X X X X X X X X 9 * Average Speed: 27 MPH 24 MPH 25 MPH 23 1 1 23 X X 2
22 2 1 22 X X X 3 Pace Speed: 22 - 31 MPH 24 - 33 MPH 24 - 33 MPH 21 1 1 21 X X 2
20 1 2 20 X X X 3
19 4 1 19 X X X X X 5 15th Percentile / Critical Speed: 21 MPH 16 MPH 18 MPH 18 2 3 18 X X X X X 5
17 0 2 17 X X 2 50th Percentile / Critical Speed: 26 MPH 25 MPH 25 MPH 16 0 2 16 X X 2
15 0 2 15 X X 2 85th Percentile / Critical Speed: 34 MPH 30 MPH 32 MPH 14 0 3 14 X X X 3
13 0 1 13 X 1
12 0 1 12 X 1
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 462 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Pacific Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Crescent Avenue - Carob Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:05
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 1:50
39 0 0 39 0
38 0 0 38 0 Existing
37 2 0 37 X X 2 Speed Limit: 25 MPH
36 0 0 36 0
35 1 3 35 X X X X 4
34 2 2 34 X X X X 4
33 4 3 33 X X X X X X X 7 *
32 1 4 32 X X X X X 5 *
31 6 4 31 X X X X X X X X X X 10 * Northbound Southbound Combined Statistics 30 4 4 30 X X X X X X X X 8 P % Over Pace: 10% 10% 10%
29 5 5 29 X X X X X X X X X X 10 A
28 2 0 28 X X 2 C % In Pace: 80% 74% 77%
27 7 3 27 X X X X X X X X X X 10 E
26 4 6 26 X X X X X X X X X X 10 * % Under Pace: 10% 16% 13% 25 4 5 25 X X X X X X X X X 9 *
24 3 3 24 X X X X X X 6 * Average Speed: 28 MPH 28 MPH 28 MPH 23 3 2 23 X X X X X 5
22 0 2 22 X X 2 Pace Speed: 24 - 33 MPH 24 - 33 MPH 24 - 33 MPH 21 2 3 21 X X X X X 5
20 0 0 20 0
19 0 1 19 X 1 15th Percentile / Critical Speed: 24 MPH 23 MPH 24 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 28 MPH 27 MPH 28 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 33 MPH 33 MPH 33 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 463 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Palm Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: San Mateo Street - Ford Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:00
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 9:20
49 0 1 49 X 1
48 0 2 48 X X 2 Existing
47 0 1 47 X 1 Speed Limit: 40 MPH
46 1 3 46 X X X X 4
45 0 1 45 X 1
44 1 2 44 X X X 3
43 2 1 43 X X X 3
42 2 2 42 X X X X 4 *
41 1 3 41 X X X X 4 * Eastbound Westbound Combined Statistics 40 6 5 40 X X X X X X X X X X X 11 * % Over Pace: 8% 16% 15% 39 6 5 39 X X X X X X X X X X X 11 P
38 3 9 38 X X X X X X X X X X X X 12 A % In Pace: 86% 76% 81% 37 9 4 37 X X X X X X X X X X X X X 13 C
36 4 2 36 X X X X X X 6 E % Under Pace: 6% 8% 4%
35 6 5 35 X X X X X X X X X X X 11 *
34 3 1 34 X X X X 4 * Average Speed: 37 MPH 40 MPH 38 MPH 33 3 2 33 X X X X X 5 *
32 2 0 32 X X 2 Pace Speed: 33 - 42 MPH 35 - 44 MPH 33 - 42 MPH 31 1 0 31 X 1
30 0 1 30 X 1
29 0 0 29 0 15th Percentile / Critical Speed: 34 MPH 35 MPH 35 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 37 MPH 39 MPH 38 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 40 MPH 45 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/8/24
Redlands Regular Meeting of 05-20-2025 464 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Palm Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Serpentine Drive - San Mateo Street 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:00
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 11:05
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 30 MPH
46 0 0 46 0
45 0 0 45 0
44 1 0 44 X 1
43 1 1 43 X X 2
42 0 0 42 0
41 1 0 41 X 1 Eastbound Westbound Combined Statistics
40 1 1 40 X X 2 % Over Pace: 22% 20% 20%
39 2 1 39 X X X 3
38 2 0 38 X X 2 % In Pace: 58% 66% 61%
37 3 2 37 X X X X X 5
36 2 2 36 X X X X 4 % Under Pace: 20% 14% 19%
35 6 3 35 X X X X X X X X X 9 *
34 3 2 34 X X X X X 5 * Average Speed: 32 MPH 30 MPH 31 MPH 33 2 6 33 X X X X X X X X 8 *
32 1 3 32 X X X X 4 P Pace Speed: 27 - 36 MPH 25 - 34 MPH 26 - 35 MPH 31 2 2 31 X X X X 4 A
30 5 3 30 X X X X X X X X 8 C
29 1 3 29 X X X X 4 E 15th Percentile / Critical Speed: 25 MPH 25 MPH 25 MPH 28 3 4 28 X X X X X X X 7 *
27 4 3 27 X X X X X X X 7 * 50th Percentile / Critical Speed: 31 MPH 30 MPH 30 MPH 26 2 3 26 X X X X X 5 *
25 2 4 25 X X X X X X 6 85th Percentile / Critical Speed: 38 MPH 35 MPH 37 MPH 24 2 0 24 X X 2
23 1 2 23 X X X 3
22 0 3 22 X X X 3
21 3 0 21 X X X 3
20 0 2 20 X X 2
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/26/24
Redlands Regular Meeting of 05-20-2025 465 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Palmetto Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: California Street - Marigold Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 1 54 X 1 Time
53 0 2 53 X X 2 From: 12:20
52 0 1 52 X 1
51 0 2 51 X X 2 Time
50 0 1 50 X 1 To: 1:20
49 0 0 49 0
48 0 1 48 X 1 Existing
47 2 2 47 X X X X 4 * Speed Limit: 30 MPH
46 2 1 46 X X X 3 *
45 1 3 45 X X X X 4 *
44 2 4 44 X X X X X X 6 P
43 0 9 43 X X X X X X X X X 9 A
42 3 3 42 X X X X X X 6 C
41 6 3 41 X X X X X X X X X 9 E Eastbound Westbound Combined Statistics 40 2 4 40 X X X X X X 6 * % Over Pace: 20% 16% 8%
39 4 1 39 X X X X X 5 *
38 3 2 38 X X X X X 5 * % In Pace: 56% 64% 57%
37 2 1 37 X X X 3
36 0 2 36 X X 2 % Under Pace: 24% 20% 35%
35 1 3 35 X X X X 4
34 2 1 34 X X X 3 Average Speed: 36 MPH 42 MPH 39 MPH
33 4 0 33 X X X X 4
32 4 0 32 X X X X 4 Pace Speed: 32 - 41 MPH 38 - 47 MPH 38 - 47 MPH 31 2 1 31 X X X 3
30 0 1 30 X 1
29 1 1 29 X X 2 15th Percentile / Critical Speed: 28 MPH 36 MPH 31 MPH 28 2 0 28 X X 2
27 2 0 27 X X 2 50th Percentile / Critical Speed: 37 MPH 43 MPH 40 MPH 26 0 0 26 0
25 2 0 25 X X 2 85th Percentile / Critical Speed: 42 MPH 48 MPH 46 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 3 0 21 X X X 3
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/3/24
Redlands Regular Meeting of 05-20-2025 466 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Palmetto Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Nevada Street - California Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 1:20
52 2 0 52 X X 2
51 2 0 51 X X 2 Time
50 1 0 50 X 1 To: 1:45
49 0 1 49 X 1
48 1 0 48 X 1 Existing
47 0 1 47 X 1 Speed Limit: 30 / 40 MPH
46 1 1 46 X X 2
45 2 2 45 X X X X 4
44 3 0 44 X X X 3
43 2 0 43 X X 2
42 2 1 42 X X X 3
41 4 1 41 X X X X X 5 Eastbound Westbound Combined Statistics 40 0 2 40 X X 2 % Over Pace: 24% 18% 29%
39 4 6 39 X X X X X X X X X X 10 *
38 2 3 38 X X X X X 5 * % In Pace: 58% 54% 54%
37 3 1 37 X X X X 4 *
36 4 0 36 X X X X 4 P % Under Pace: 18% 28% 17%
35 4 2 35 X X X X X X 6 A
34 4 3 34 X X X X X X X 7 C Average Speed: 39 MPH 34 MPH 36 MPH 33 2 3 33 X X X X X 5 E
32 0 4 32 X X X X 4 * Pace Speed: 34 - 43 MPH 30 - 39 MPH 30 - 39 MPH 31 3 1 31 X X X X 4 *
30 1 4 30 X X X X X 5 *
29 0 3 29 X X X 3 15th Percentile / Critical Speed: 33 MPH 27 MPH 29 MPH 28 1 3 28 X X X X 4
27 0 1 27 X 1 50th Percentile / Critical Speed: 38 MPH 33 MPH 36 MPH 26 1 1 26 X X 2
25 1 1 25 X X 2 85th Percentile / Critical Speed: 45 MPH 40 MPH 44 MPH 24 0 4 24 X X X X 4
23 0 1 23 X 1
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/3/24
Redlands Regular Meeting of 05-20-2025 467 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Palo Alto Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Country Club Drive - Mirasol Drive 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 1 0 47 X 1 Date:
46 2 1 46 X X X 3
45 1 0 45 X 1
44 2 2 44 X X X X 4 Time
43 0 1 43 X 1 From: 1:45
42 1 2 42 X X X 3 *
41 4 7 41 X X X X X X X X X X X 11 * Time
40 3 5 40 X X X X X X X X 8 * To: 2:20
39 2 4 39 X X X X X X 6 P
38 8 1 38 X X X X X X X X X 9 A Existing
37 5 6 37 X X X X X X X X X X X 11 C Speed Limit: 35 MPH 36 3 9 36 X X X X X X X X X X X X 12 E
35 3 3 35 X X X X X X 6 *
34 5 3 34 X X X X X X X X 8 *
33 3 4 33 X X X X X X X 7 *
32 2 0 32 X X 2
31 1 1 31 X X 2 Eastbound Westbound Combined Statistics 30 1 1 30 X X 2 % Over Pace: 14% 8% 10%
29 1 0 29 X 1
28 1 0 28 X 1 % In Pace: 76% 88% 81%
27 1 0 27 X 1
26 0 0 26 0 % Under Pace: 10% 4% 9%
25 0 0 25 0
24 0 0 24 0 Average Speed: 37 MPH 38 MPH 37 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 32 - 41 MPH 33 - 42 MPH 33 - 42 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 33 MPH 34 MPH 33 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 37 MPH 37 MPH 37 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 41 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/1/24
Redlands Regular Meeting of 05-20-2025 468 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Palo Alto Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Mirasol Drive - Sunset Drive
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:30
42 0 0 42 0
41 0 0 41 0 Time
40 0 1 40 X 1 To: 3:20
39 0 0 39 0
38 1 3 38 X X X X 4 Existing
37 1 1 37 X X 2 Speed Limit: 25 MPH
36 4 1 36 X X X X X 5 *
35 2 4 35 X X X X X X 6 *
34 1 2 34 X X X 3 *
33 4 4 33 X X X X X X X X 8 P
32 10 9 32 X X X X X X X X X X X X X X X X X X X 19 A
31 7 3 31 X X X X X X X X X X 10 C Eastbound Westbound Combined Statistics 30 4 1 30 X X X X X 5 E % Over Pace: 4% 2% 7%
29 4 8 29 X X X X X X X X X X X X 12 *
28 3 1 28 X X X X 4 * % In Pace: 84% 72% 78%
27 3 3 27 X X X X X X 6 *
26 2 1 26 X X X 3 % Under Pace: 12% 26% 15%
25 1 2 25 X X X 3
24 2 3 24 X X X X X 5 Average Speed: 31 MPH 31 MPH 31 MPH 23 0 1 23 X 1
22 0 2 22 X X 2 Pace Speed: 27 - 36 MPH 29 - 38 MPH 27 - 36 MPH 21 1 0 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 25 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 31 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 35 MPH 35 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/30/24
Redlands Regular Meeting of 05-20-2025 469 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Pennsylvania Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Church Street - University Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 1 0 44 X 1 Time
43 1 1 43 X X 2 From: 9:30
42 1 1 42 X X 2
41 1 0 41 X 1 Time
40 0 3 40 X X X 3 To: 10:25
39 1 1 39 X X 2
38 2 3 38 X X X X X 5 Existing
37 3 3 37 X X X X X X 6 * Speed Limit: 35 MPH
36 5 1 36 X X X X X X 6 *
35 4 6 35 X X X X X X X X X X 10 *
34 4 8 34 X X X X X X X X X X X X 12 P
33 4 4 33 X X X X X X X X 8 A
32 5 4 32 X X X X X X X X X 9 C
31 6 9 31 X X X X X X X X X X X X X X X 15 E Eastbound Westbound Combined Statistics 30 1 2 30 X X X 3 * % Over Pace: 14% 12% 16%
29 2 3 29 X X X X X 5 *
28 6 0 28 X X X X X X 6 * % In Pace: 80% 86% 80%
27 1 1 27 X X 2
26 1 0 26 X 1 % Under Pace: 6% 2% 4%
25 1 0 25 X 1
24 0 0 24 0 Average Speed: 33 MPH 34 MPH 34 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 28 - 37 MPH 29 - 38 MPH 28 - 37 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 28 MPH 31 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 33 MPH 34 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 37 MPH 38 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/1/24
Redlands Regular Meeting of 05-20-2025 470 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Pennsylvania Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Orange Street - Church Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 1 1 41 X X 2 Time
40 2 1 40 X X X 3 To: 9:30
39 2 0 39 X X 2
38 0 1 38 X 1 Existing
37 1 1 37 X X 2 Speed Limit: 35 MPH
36 4 4 36 X X X X X X X X 8 *
35 1 2 35 X X X 3 *
34 3 3 34 X X X X X X 6 *
33 3 3 33 X X X X X X 6 P
32 3 2 32 X X X X X 5 A
31 4 1 31 X X X X X 5 C Eastbound Westbound Combined Statistics 30 4 5 30 X X X X X X X X X 9 E % Over Pace: 12% 16% 10% 29 6 5 29 X X X X X X X X X X X 11 *
28 8 3 28 X X X X X X X X X X X 11 * % In Pace: 76% 74% 73% 27 2 7 27 X X X X X X X X X 9 *
26 2 6 26 X X X X X X X X 8 % Under Pace: 12% 10% 17%
25 2 1 25 X X X 3
24 1 3 24 X X X X 4 Average Speed: 31 MPH 30 MPH 31 MPH 23 1 1 23 X X 2
22 0 0 22 0 Pace Speed: 27 - 36 MPH 26 - 35 MPH 27 - 36 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 26 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 30 MPH 29 MPH 30 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 36 MPH 36 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/1/24
Redlands Regular Meeting of 05-20-2025 471 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Pennsylvania Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Texas Street - Orange Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 1 46 X 1
45 0 0 45 0
44 1 1 44 X X 2 Time
43 4 1 43 X X X X X 5 From: 9:25
42 2 3 42 X X X X X 5
41 0 3 41 X X X 3 Time
40 3 6 40 X X X X X X X X X 9 * To: 10:05
39 3 5 39 X X X X X X X X 8 *
38 4 4 38 X X X X X X X X 8 * Existing
37 4 5 37 X X X X X X X X X 9 P Speed Limit: 30 MPH
36 3 2 36 X X X X X 5 A
35 5 4 35 X X X X X X X X X 9 C
34 6 3 34 X X X X X X X X X 9 E
33 5 4 33 X X X X X X X X X 9 *
32 3 2 32 X X X X X 5 *
31 2 4 31 X X X X X X 6 * Eastbound Westbound Combined Statistics 30 3 0 30 X X X 3 % Over Pace: 14% 6% 16%
29 1 2 29 X X X 3
28 0 0 28 0 % In Pace: 76% 78% 77%
27 0 0 27 0
26 1 0 26 X 1 % Under Pace: 10% 16% 7%
25 0 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 37 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 31 - 40 MPH 33 - 42 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 37 MPH 37 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 40 MPH 41 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/30/24
Redlands Regular Meeting of 05-20-2025 472 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Pennsylvania Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: University Street - Judson Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 1 1 46 X X 2
45 1 0 45 X 1
44 3 0 44 X X X 3 Time
43 0 2 43 X X 2 From: 10:25
42 0 3 42 X X X 3
41 4 3 41 X X X X X X X 7 Time
40 0 1 40 X 1 To: 11:25
39 3 1 39 X X X X 4 *
38 4 2 38 X X X X X X 6 * Existing
37 2 4 37 X X X X X X 6 * Speed Limit: 35 MPH
36 7 6 36 X X X X X X X X X X X X X 13 P
35 2 1 35 X X X 3 A
34 3 1 34 X X X X 4 C
33 3 2 33 X X X X X 5 E
32 6 5 32 X X X X X X X X X X X 11 *
31 3 6 31 X X X X X X X X X 9 * Eastbound Westbound Combined Statistics 30 1 2 30 X X X 3 * % Over Pace: 10% 26% 19%
29 1 3 29 X X X X 4
28 3 3 28 X X X X X X 6 % In Pace: 68% 66% 64%
27 1 2 27 X X X 3
26 1 0 26 X 1 % Under Pace: 22% 8% 17%
25 1 2 25 X X X 3
24 0 0 24 0 Average Speed: 35 MPH 34 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 32 - 41 MPH 28 - 37 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 30 MPH 29 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 36 MPH 34 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 41 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/1/24
Redlands Regular Meeting of 05-20-2025 473 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Pioneer Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Occidental Drive - Dearborn Street 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 1 0 55 X 1
54 1 0 54 X 1 Time
53 1 0 53 X 1 From: 2:45
52 1 2 52 X X X 3
51 4 1 51 X X X X X 5 Time
50 0 0 50 0 To: 3:10
49 2 2 49 X X X X 4
48 1 1 48 X X 2 Existing
47 2 0 47 X X 2 Speed Limit: 45 MPH
46 1 2 46 X X X 3
45 4 2 45 X X X X X X 6 *
44 2 6 44 X X X X X X X X 8 *
43 2 3 43 X X X X X 5 *
42 3 5 42 X X X X X X X X 8 P
41 3 4 41 X X X X X X X 7 A Eastbound Westbound Combined Statistics 40 1 1 40 X X 2 C % Over Pace: 28% 16% 22%
39 3 4 39 X X X X X X X 7 E
38 5 8 38 X X X X X X X X X X X X X 13 * % In Pace: 58% 76% 67% 37 4 2 37 X X X X X X 6 *
36 2 3 36 X X X X X 5 * % Under Pace: 14% 8% 11%
35 1 1 35 X X 2
34 2 1 34 X X X 3 Average Speed: 42 MPH 41 MPH 42 MPH
33 1 1 33 X X 2
32 1 0 32 X 1 Pace Speed: 36 - 45 MPH 36 - 45 MPH 36 - 45 MPH 31 0 0 31 0
30 0 1 30 X 1
29 1 0 29 X 1 15th Percentile / Critical Speed: 36 MPH 37 MPH 36 MPH 28 1 0 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed: 41 MPH 41 MPH 41 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 51 MPH 46 MPH 48 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/3/24
Redlands Regular Meeting of 05-20-2025 474 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Pioneer Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Orange Street - Occidental Drive
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 1 1 46 X X 2
45 1 1 45 X X 2
44 0 1 44 X 1 Time
43 2 0 43 X X 2 From: 2:25
42 3 3 42 X X X X X X 6 *
41 4 2 41 X X X X X X 6 * Time
40 5 4 40 X X X X X X X X X 9 * To: 2:45
39 4 6 39 X X X X X X X X X X 10 P
38 7 8 38 X X X X X X X X X X X X X X X 15 A Existing
37 5 4 37 X X X X X X X X X 9 C Speed Limit: 35 MPH
36 4 3 36 X X X X X X X 7 E
35 3 5 35 X X X X X X X X 8 *
34 1 5 34 X X X X X X 6 *
33 3 2 33 X X X X X 5 *
32 2 3 32 X X X X X 5
31 2 1 31 X X X 3 Eastbound Westbound Combined Statistics 30 1 0 30 X 1 % Over Pace: 8% 6% 7%
29 0 0 29 0
28 0 0 28 0 % In Pace: 78% 84% 81%
27 0 1 27 X 1
26 1 0 26 X 1 % Under Pace: 14% 10% 12%
25 1 0 25 X 1
24 0 0 24 0 Average Speed: 37 MPH 37 MPH 37 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 33 - 42 MPH 33 - 42 MPH 33 - 42 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 33 MPH 34 MPH 33 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 38 MPH 38 MPH 38 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 41 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/3/24
Redlands Regular Meeting of 05-20-2025 475 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Pioneer Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Texas Street - Interstate 210
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 1:45
52 0 0 52 0
51 1 0 51 X 1 Time
50 1 0 50 X 1 To: 2:05
49 2 0 49 X X 2
48 1 1 48 X X 2 Existing
47 1 0 47 X 1 Speed Limit: 35 MPH
46 0 1 46 X 1
45 2 1 45 X X X 3
44 2 0 44 X X 2
43 3 3 43 X X X X X X 6
42 2 5 42 X X X X X X X 7 *
41 4 2 41 X X X X X X 6 * Eastbound Westbound Combined Statistics 40 4 4 40 X X X X X X X X 8 * % Over Pace: 26% 6% 19%
39 2 1 39 X X X 3 P
38 4 8 38 X X X X X X X X X X X X 12 A % In Pace: 68% 80% 73% 37 9 4 37 X X X X X X X X X X X X X 13 C
36 0 5 36 X X X X X 5 E % Under Pace: 6% 14% 8%
35 3 4 35 X X X X X X X 7 *
34 1 4 34 X X X X X 5 * Average Speed: 39 MPH 38 MPH 39 MPH 33 5 2 33 X X X X X X X 7 *
32 2 2 32 X X X X 4 Pace Speed: 33 - 42 MPH 34 - 43 MPH 33 - 42 MPH 31 0 1 31 X 1
30 1 1 30 X X 2
29 0 1 29 X 1 15th Percentile / Critical Speed: 33 MPH 34 MPH 33 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 38 MPH 38 MPH 38 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 45 MPH 42 MPH 43 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/3/24
Redlands Regular Meeting of 05-20-2025 476 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Pioneer Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Texas Street - Orange Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 3 44 X X X 3 Time
43 0 1 43 X 1 From: 2:05
42 1 1 42 X X 2
41 0 0 41 0 Time
40 1 2 40 X X X 3 To: 2:25
39 6 5 39 X X X X X X X X X X X 11 *
38 4 3 38 X X X X X X X 7 * Existing
37 7 4 37 X X X X X X X X X X X 11 * Speed Limit: 35 MPH 36 4 0 36 X X X X 4 P
35 3 5 35 X X X X X X X X 8 A
34 3 6 34 X X X X X X X X X 9 C
33 4 3 33 X X X X X X X 7 E
32 6 5 32 X X X X X X X X X X X 11 *
31 4 4 31 X X X X X X X X 8 * Eastbound Westbound Combined Statistics 30 2 3 30 X X X X X 5 * % Over Pace: 4% 14% 9%
29 3 2 29 X X X X X 5
28 1 2 28 X X X 3 % In Pace: 86% 76% 81%
27 0 0 27 0
26 1 0 26 X 1 % Under Pace: 10% 10% 10%
25 0 0 25 0
24 0 0 24 0 Average Speed: 35 MPH 35 MPH 35 MPH
23 0 1 23 X 1
22 0 0 22 0 Pace Speed: 30 - 39 MPH 30 - 39 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 31 MPH 30 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 34 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 39 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/3/24
Redlands Regular Meeting of 05-20-2025 477 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Redlands Boulevard
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: California Street - Texas Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:20
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 9:40
49 2 0 49 X X 2
48 1 2 48 X X X 3 Existing
47 2 2 47 X X X X 4 Speed Limit: 40 MPH
46 2 1 46 X X X 3
45 3 3 45 X X X X X X 6 *
44 5 4 44 X X X X X X X X X 9 *
43 4 3 43 X X X X X X X 7 *
42 3 5 42 X X X X X X X X 8 P
41 6 8 41 X X X X X X X X X X X X X X 14 A Eastbound Westbound Combined Statistics 40 1 3 40 X X X X 4 C % Over Pace: 14% 10% 12%
39 4 4 39 X X X X X X X X 8 E
38 5 5 38 X X X X X X X X X X 10 * % In Pace: 74% 86% 80% 37 2 3 37 X X X X X 5 *
36 4 5 36 X X X X X X X X X 9 * % Under Pace: 12% 4% 8% 35 2 2 35 X X X X 4
34 1 0 34 X 1 Average Speed: 41 MPH 41 MPH 41 MPH
33 1 0 33 X 1
32 0 0 32 0 Pace Speed: 36 - 45 MPH 36 - 45 MPH 36 - 45 MPH 31 1 0 31 X 1
30 1 0 30 X 1
29 0 0 29 0 15th Percentile / Critical Speed: 36 MPH 37 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 41 MPH 41 MPH 41 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 45 MPH 45 MPH 45 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/26/24
Redlands Regular Meeting of 05-20-2025 478 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Redlands Boulevard
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Citrus Avenue - Highland Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 1 44 X 1 Time
43 0 0 43 0 From: 1:00
42 1 5 42 X X X X X X 6
41 1 3 41 X X X X 4 Time
40 2 1 40 X X X 3 To: 1:25
39 6 3 39 X X X X X X X X X 9 *
38 4 5 38 X X X X X X X X X 9 * Existing
37 1 3 37 X X X X 4 * Speed Limit: 35 MPH
36 8 5 36 X X X X X X X X X X X X X 13 P
35 5 3 35 X X X X X X X X 8 A
34 5 4 34 X X X X X X X X X 9 C
33 2 4 33 X X X X X X 6 E
32 5 6 32 X X X X X X X X X X X 11 *
31 2 0 31 X X 2 * Eastbound Westbound Combined Statistics 30 5 5 30 X X X X X X X X X X 10 * % Over Pace: 8% 20% 14% 29 1 0 29 X 1
28 2 1 28 X X X 3 % In Pace: 86% 76% 81%
27 0 1 27 X 1
26 0 0 26 0 % Under Pace: 6% 4% 5%
25 0 0 25 0
24 0 0 24 0 Average Speed: 35 MPH 36 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39 MPH 30 - 39 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 30 MPH 32 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 36 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 41 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/26/24
Redlands Regular Meeting of 05-20-2025 479 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Redlands Boulevard
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Eureka Street - Citrus Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 12:30
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 1:00
39 2 0 39 X X 2
38 0 0 38 0 Existing
37 1 0 37 X 1 Speed Limit: 40 MPH
36 1 2 36 X X X 3
35 0 3 35 X X X 3
34 1 1 34 X X 2
33 1 3 33 X X X X 4 *
32 5 5 32 X X X X X X X X X X 10 *
31 3 8 31 X X X X X X X X X X X 11 * Eastbound Westbound Combined Statistics 30 6 7 30 X X X X X X X X X X X X X 13 P % Over Pace: 12% 4% 11% 29 4 6 29 X X X X X X X X X X 10 A
28 8 3 28 X X X X X X X X X X X 11 C % In Pace: 86% 86% 84% 27 5 4 27 X X X X X X X X X 9 E
26 4 3 26 X X X X X X X 7 * % Under Pace: 2% 10% 5%
25 4 2 25 X X X X X X 6 *
24 1 2 24 X X X 3 * Average Speed: 29 MPH 30 MPH 29 MPH 23 3 0 23 X X X 3
22 1 0 22 X 1 Pace Speed: 23 - 32 MPH 26 - 35 MPH 24 - 33 MPH 21 0 1 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 25 MPH 26 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 28 MPH 30 MPH 29 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 32 MPH 33 MPH 32 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/26/24
Redlands Regular Meeting of 05-20-2025 480 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Redlands Boulevard
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Highland Avenue - Ford Street
72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 0 63 0 From: 1:25
62 0 0 62 0
61 0 0 61 0 Time
60 0 0 60 0 To: 1:45
59 1 0 59 X 1
58 1 0 58 X 1 Existing
57 3 0 57 X X X 3 Speed Limit: 50 MPH
56 3 0 56 X X X 3
55 2 0 55 X X 2
54 1 7 54 X X X X X X X X 8 *
53 3 3 53 X X X X X X 6 *
52 3 4 52 X X X X X X X 7 *
51 5 2 51 X X X X X X X 7 P Eastbound Westbound Combined Statistics 50 2 4 50 X X X X X X 6 A % Over Pace: 4% 0% 10%
49 4 3 49 X X X X X X X 7 C
48 6 2 48 X X X X X X X X 8 E % In Pace: 64% 76% 69%
47 2 4 47 X X X X X X 6 *
46 2 5 46 X X X X X X X 7 * % Under Pace: 32% 24% 21%
45 3 4 45 X X X X X X X 7 *
44 1 3 44 X X X X 4 Average Speed: 49 MPH 48 MPH 49 MPH 43 1 2 43 X X X 3
42 1 1 42 X X 2 Pace Speed: 48 - 57 MPH 45 - 54 MPH 45 - 54 MPH 41 2 3 41 X X X X X 5
40 3 1 40 X X X X 4
39 1 0 39 X 1 15th Percentile / Critical Speed: 43 MPH 43 MPH 43 MPH 38 0 1 38 X 1
37 0 1 37 X 1 50th Percentile / Critical Speed: 49 MPH 47 MPH 49 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed: 56 MPH 53 MPH 54 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/26/24
Redlands Regular Meeting of 05-20-2025 481 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Redlands Boulevard
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Texas Street - Eureka Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 1 46 X 1
45 0 0 45 0
44 1 4 44 X X X X X 5 Time
43 1 0 43 X 1 From: 9:00
42 3 1 42 X X X X 4
41 4 3 41 X X X X X X X 7 * Time
40 2 7 40 X X X X X X X X X 9 * To: 9:20
39 1 4 39 X X X X X 5 *
38 7 4 38 X X X X X X X X X X X 11 P Existing
37 7 4 37 X X X X X X X X X X X 11 A Speed Limit: 35 MPH 36 8 7 36 X X X X X X X X X X X X X X X 15 C
35 2 3 35 X X X X X 5 E
34 2 2 34 X X X X 4 *
33 4 2 33 X X X X X X 6 *
32 3 3 32 X X X X X X 6 *
31 1 2 31 X X X 3 Eastbound Westbound Combined Statistics 30 1 1 30 X X 2 % Over Pace: 4% 12% 11%
29 2 1 29 X X X 3
28 0 1 28 X 1 % In Pace: 80% 78% 79%
27 1 0 27 X 1
26 0 0 26 0 % Under Pace: 16% 10% 10%
25 0 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 37 MPH 37 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 33 - 42 MPH 32 - 41 MPH 32 - 41 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 37 MPH 37 MPH 37 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 41 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/26/24
Redlands Regular Meeting of 05-20-2025 482 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Reservoir Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Ford Street - Wabash Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 1 54 X 1 Time
53 0 0 53 0 From: 11:25
52 0 1 52 X 1
51 2 3 51 X X X X X 5 Time
50 2 0 50 X X 2 To: 12:10
49 2 1 49 X X X 3
48 2 0 48 X X 2 Existing
47 1 4 47 X X X X X 5 * Speed Limit: 50 MPH
46 0 2 46 X X 2 *
45 3 2 45 X X X X X 5 *
44 4 1 44 X X X X X 5 P
43 4 3 43 X X X X X X X 7 A
42 7 5 42 X X X X X X X X X X X X 12 C
41 5 2 41 X X X X X X X 7 E Eastbound Westbound Combined Statistics 40 3 5 40 X X X X X X X X 8 * % Over Pace: 18% 12% 14%
39 4 5 39 X X X X X X X X X 9 *
38 3 3 38 X X X X X X 6 * % In Pace: 72% 64% 66%
37 1 2 37 X X X 3
36 2 2 36 X X X X 4 % Under Pace: 10% 24% 20%
35 0 2 35 X X 2
34 1 2 34 X X X 3 Average Speed: 42 MPH 41 MPH 41 MPH
33 1 1 33 X X 2
32 2 2 32 X X X X 4 Pace Speed: 36 - 45 MPH 38 - 47 MPH 38 - 47 MPH 31 0 1 31 X 1
30 1 0 30 X 1
29 0 0 29 0 15th Percentile / Critical Speed: 37 MPH 35 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 42 MPH 40 MPH 41 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 48 MPH 47 MPH 47 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/1/24
Redlands Regular Meeting of 05-20-2025 483 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Rossmont Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Garden Street - Sunset Drive
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 1 0 44 X 1 Time
43 1 0 43 X 1 From: 9:00
42 0 2 42 X X 2
41 0 1 41 X 1 Time
40 2 1 40 X X X 3 To: 10:45
39 0 2 39 X X 2
38 5 5 38 X X X X X X X X X X 10 * Existing
37 2 4 37 X X X X X X 6 * Speed Limit: N / P MPH
36 3 6 36 X X X X X X X X X 9 *
35 1 4 35 X X X X X 5 P
34 4 0 34 X X X X 4 A
33 8 3 33 X X X X X X X X X X X 11 C
32 3 2 32 X X X X X 5 E
31 1 4 31 X X X X X 5 * Northbound Southbound Combined Statistics 30 2 4 30 X X X X X X 6 * % Over Pace: 8% 12% 10%
29 1 4 29 X X X X X 5 *
28 2 3 28 X X X X X 5 % In Pace: 60% 72% 66%
27 4 0 27 X X X X 4
26 3 2 26 X X X X X 5 % Under Pace: 32% 16% 24%
25 1 0 25 X 1
24 2 1 24 X X X 3 Average Speed: 32 MPH 33 MPH 33 MPH
23 2 0 23 X X 2
22 1 1 22 X X 2 Pace Speed: 29 - 38 MPH 29 - 38 MPH 29 - 38 MPH 21 1 1 21 X X 2
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 26 MPH 28 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 33 MPH 33 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 38 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 484 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: San Bernardino Avenue
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Mountain View Avenue - California Street 72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 0 63 0 From: 12:00
62 0 0 62 0
61 0 2 61 X X 2 Time
60 1 0 60 X 1 To: 12:20
59 3 2 59 X X X X X 5
58 3 2 58 X X X X X 5 Existing
57 0 1 57 X 1 Speed Limit: 45 MPH
56 1 1 56 X X 2
55 0 2 55 X X 2
54 2 5 54 X X X X X X X 7 *
53 2 0 53 X X 2 *
52 5 4 52 X X X X X X X X X 9 *
51 6 3 51 X X X X X X X X X 9 P Eastbound Westbound Combined Statistics 50 4 5 50 X X X X X X X X X 9 A % Over Pace: 16% 20% 18% 49 8 2 49 X X X X X X X X X X 10 C
48 0 5 48 X X X X X 5 E % In Pace: 78% 72% 75%
47 5 2 47 X X X X X X X 7 *
46 5 4 46 X X X X X X X X X 9 * % Under Pace: 6% 8% 7%
45 2 6 45 X X X X X X X X 8 *
44 1 3 44 X X X X 4 Average Speed: 50 MPH 50 MPH 50 MPH 43 1 1 43 X X 2
42 1 0 42 X 1 Pace Speed: 45 - 54 MPH 45 - 54 MPH 45 - 54 MPH 41 0 0 41 0
40 0 0 40 0
39 0 0 39 0 15th Percentile / Critical Speed: 46 MPH 45 MPH 45 MPH 38 0 0 38 0
37 0 0 37 0 50th Percentile / Critical Speed: 50 MPH 50 MPH 50 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed: 56 MPH 56 MPH 56 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/3/24
Redlands Regular Meeting of 05-20-2025 485 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: San Bernardino Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Orange Street - University Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 3:30
52 0 0 52 0
51 0 1 51 X 1 Time
50 0 0 50 0 To: 3:50
49 0 1 49 X 1
48 0 1 48 X 1 Existing
47 0 1 47 X 1 Speed Limit: 40 MPH
46 0 0 46 0
45 3 1 45 X X X X 4 *
44 1 5 44 X X X X X X 6 *
43 2 4 43 X X X X X X 6 *
42 3 5 42 X X X X X X X X 8 P
41 5 4 41 X X X X X X X X X 9 A Eastbound Westbound Combined Statistics 40 3 7 40 X X X X X X X X X X 10 C % Over Pace: 8% 8% 4% 39 8 6 39 X X X X X X X X X X X X X X 14 E
38 7 6 38 X X X X X X X X X X X X X 13 * % In Pace: 88% 86% 84% 37 5 2 37 X X X X X X X 7 *
36 4 3 36 X X X X X X X 7 * % Under Pace: 4% 6% 12%
35 4 0 35 X X X X 4
34 3 2 34 X X X X X 5 Average Speed: 39 MPH 41 MPH 40 MPH 33 0 1 33 X 1
32 2 0 32 X X 2 Pace Speed: 34 - 43 MPH 36 - 45 MPH 36 - 45 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 35 MPH 37 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 38 MPH 40 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 42 MPH 44 MPH 43 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/3/24
Redlands Regular Meeting of 05-20-2025 486 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: San Bernardino Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Tennessee Street - Orange Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 3:40
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 4:00
49 0 1 49 X 1
48 1 1 48 X X 2 Existing
47 0 4 47 X X X X 4 Speed Limit: 45 MPH
46 2 4 46 X X X X X X 6 *
45 0 4 45 X X X X 4 *
44 2 4 44 X X X X X X 6 *
43 1 4 43 X X X X X 5 P
42 5 2 42 X X X X X X X 7 A
41 8 6 41 X X X X X X X X X X X X X X 14 C Eastbound Westbound Combined Statistics 40 9 4 40 X X X X X X X X X X X X X 13 E % Over Pace: 6% 4% 7% 39 4 7 39 X X X X X X X X X X X 11 *
38 5 6 38 X X X X X X X X X X X 11 * % In Pace: 92% 90% 84% 37 5 2 37 X X X X X X X 7 *
36 4 1 36 X X X X X 5 % Under Pace: 2% 6% 9%
35 3 0 35 X X X 3
34 1 0 34 X 1 Average Speed: 40 MPH 42 MPH 41 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 35 - 44 MPH 38 - 47 MPH 37 - 46 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 36 MPH 38 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 40 MPH 41 MPH 40 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 42 MPH 46 MPH 45 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 487 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: San Bernardino Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: University Street - Wabash Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 1 56 X 1
55 1 0 55 X 1
54 1 0 54 X 1 Time
53 1 1 53 X X 2 From: 3:10
52 2 2 52 X X X X 4
51 4 2 51 X X X X X X 6 Time
50 3 1 50 X X X X 4 To: 3:30
49 4 5 49 X X X X X X X X X 9 *
48 4 5 48 X X X X X X X X X 9 * Existing
47 2 5 47 X X X X X X X 7 * Speed Limit: 45 MPH
46 6 4 46 X X X X X X X X X X 10 P
45 0 5 45 X X X X X 5 A
44 3 7 44 X X X X X X X X X X 10 C
43 3 1 43 X X X X 4 E
42 1 2 42 X X X 3 *
41 4 3 41 X X X X X X X 7 * Eastbound Westbound Combined Statistics 40 4 3 40 X X X X X X X 7 * % Over Pace: 6% 14% 19%
39 2 1 39 X X X 3
38 1 2 38 X X X 3 % In Pace: 62% 80% 71%
37 0 0 37 0
36 3 0 36 X X X 3 % Under Pace: 32% 6% 10%
35 0 0 35 0
34 0 0 34 0 Average Speed: 45 MPH 46 MPH 45 MPH
33 1 0 33 X 1
32 0 0 32 0 Pace Speed: 43 - 52 MPH 40 - 49 MPH 40 - 49 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 40 MPH 41 MPH 40 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 46 MPH 46 MPH 46 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 51 MPH 49 MPH 50 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/3/24
Redlands Regular Meeting of 05-20-2025 488 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: San Mateo Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Brookside Avenue - Fern Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 1 0 47 X 1 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 1 0 43 X 1 From: 11:10
42 4 0 42 X X X X 4
41 1 0 41 X 1 Time
40 6 3 40 X X X X X X X X X 9 * To: 11:30
39 7 4 39 X X X X X X X X X X X 11 *
38 8 4 38 X X X X X X X X X X X X 12 * Existing
37 3 7 37 X X X X X X X X X X 10 P Speed Limit: 40 MPH
36 4 7 36 X X X X X X X X X X X 11 A
35 3 6 35 X X X X X X X X X 9 C
34 5 4 34 X X X X X X X X X 9 E
33 2 6 33 X X X X X X X X 8 *
32 2 4 32 X X X X X X 6 *
31 3 2 31 X X X X X 5 * Northbound Southbound Combined Statistics 30 0 2 30 X X 2 % Over Pace: 4% 0% 7%
29 0 1 29 X 1
28 0 0 28 0 % In Pace: 86% 94% 90%
27 0 0 27 0
26 0 0 26 0 % Under Pace: 10% 6% 3%
25 0 0 25 0
24 0 0 24 0 Average Speed: 37 MPH 35 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 33 - 42 MPH 31 - 40 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 34 MPH 32 MPH 33 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 38 MPH 35 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 40 MPH 38 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/8/24
Redlands Regular Meeting of 05-20-2025 489 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: San Mateo Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Fern Avenue - Highland Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 2 45 X X 2
44 0 0 44 0 Time
43 1 0 43 X 1 From: 10:25
42 1 3 42 X X X X 4
41 3 2 41 X X X X X 5 Time
40 0 0 40 0 To: 10:45
39 5 1 39 X X X X X X 6 *
38 3 4 38 X X X X X X X 7 * Existing
37 5 3 37 X X X X X X X X 8 * Speed Limit: 35 MPH
36 3 3 36 X X X X X X 6 P
35 6 3 35 X X X X X X X X X 9 A
34 7 4 34 X X X X X X X X X X X 11 C
33 3 4 33 X X X X X X X 7 E
32 5 5 32 X X X X X X X X X X 10 *
31 5 6 31 X X X X X X X X X X X 11 * Northbound Southbound Combined Statistics 30 0 4 30 X X X X 4 * % Over Pace: 10% 14% 12%
29 2 0 29 X X 2
28 1 3 28 X X X X 4 % In Pace: 84% 74% 79%
27 0 2 27 X X 2
26 0 1 26 X 1 % Under Pace: 6% 12% 9%
25 0 0 25 0
24 0 0 24 0 Average Speed: 35 MPH 34 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 31 - 40 MPH 30 - 39 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 31 MPH 30 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 33 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 39 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/8/24
Redlands Regular Meeting of 05-20-2025 490 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: San Timoteo Canyon Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Fern Avenue - Barton Road
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 12:20
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 12:40
49 0 0 49 0
48 1 1 48 X X 2 Existing
47 1 2 47 X X X 3 Speed Limit: 45 MPH
46 1 0 46 X 1
45 2 1 45 X X X 3
44 3 2 44 X X X X X 5 *
43 2 5 43 X X X X X X X 7 *
42 4 5 42 X X X X X X X X X 9 *
41 4 5 41 X X X X X X X X X 9 P Northbound Southbound Combined Statistics 40 6 5 40 X X X X X X X X X X X 11 A % Over Pace: 10% 8% 9% 39 6 1 39 X X X X X X X 7 C
38 3 7 38 X X X X X X X X X X 10 E % In Pace: 84% 78% 81% 37 6 2 37 X X X X X X X X 8 *
36 3 3 36 X X X X X X 6 * % Under Pace: 6% 14% 10%
35 5 4 35 X X X X X X X X X 9 *
34 2 2 34 X X X X 4 Average Speed: 40 MPH 39 MPH 39 MPH 33 1 3 33 X X X X 4
32 0 1 32 X 1 Pace Speed: 35 - 44 MPH 35 - 44 MPH 35 - 44 MPH 31 0 1 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 35 MPH 35 MPH 35 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 39 MPH 40 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 44 MPH 43 MPH 43 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/8/24
Redlands Regular Meeting of 05-20-2025 491 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Sunnyside Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Cypress Avenue - Smiley Heights Drive 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 1:35
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: N / P MPH
36 0 0 36 0
35 0 0 35 0
34 3 0 34 X X X 3
33 2 0 33 X X 2
32 1 0 32 X 1
31 3 0 31 X X X 3 Northbound Southbound Combined Statistics 30 3 2 30 X X X X X 5 * % Over Pace: 10% 4% 9%
29 3 0 29 X X X 3 *
28 1 2 28 X X X 3 * % In Pace: 72% 82% 72%
27 5 3 27 X X X X X X X X 8 P
26 3 2 26 X X X X X 5 A % Under Pace: 18% 14% 19%
25 8 7 25 X X X X X X X X X X X X X X X 15 C
24 5 7 24 X X X X X X X X X X X X 12 E Average Speed: 26 MPH 23 MPH 24 MPH 23 4 8 23 X X X X X X X X X X X X 12 *
22 1 2 22 X X X 3 * Pace Speed: 23 - 32 MPH 19 - 28 MPH 21 - 30 MPH 21 1 5 21 X X X X X X 6 *
20 2 3 20 X X X X X 5
19 1 2 19 X X X 3 15th Percentile / Critical Speed: 21 MPH 19 MPH 20 MPH 18 1 1 18 X X 2
17 2 2 17 X X X X 4 50th Percentile / Critical Speed: 25 MPH 23 MPH 24 MPH 16 0 1 16 X 1
15 0 0 15 0 85th Percentile / Critical Speed: 31 MPH 26 MPH 29 MPH 14 0 1 14 X 1
13 1 1 13 X X 2
12 0 0 12 0
11 0 1 11 X 1
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/26/24
Redlands Regular Meeting of 05-20-2025 492 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Sunnyside Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Fern Avenue - Cypress Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 12:50
39 0 0 39 0
38 0 0 38 0 Existing
37 0 1 37 X 1 Speed Limit: 20 MPH
36 0 1 36 X 1
35 0 1 35 X 1
34 0 0 34 0
33 1 2 33 X X X 3
32 1 1 32 X X 2
31 1 3 31 X X X X 4 Northbound Southbound Combined Statistics 30 0 2 30 X X 2 % Over Pace: 6% 12% 14%
29 6 2 29 X X X X X X X X 8 *
28 5 2 28 X X X X X X X 7 * % In Pace: 76% 62% 69%
27 5 5 27 X X X X X X X X X X 10 *
26 3 4 26 X X X X X X X 7 P % Under Pace: 18% 26% 17%
25 4 4 25 X X X X X X X X 8 A
24 2 3 24 X X X X X 5 C Average Speed: 24 MPH 25 MPH 24 MPH 23 4 4 23 X X X X X X X X 8 E
22 1 2 22 X X X 3 * Pace Speed: 20 - 29 MPH 22 - 31 MPH 20 - 29 MPH 21 2 3 21 X X X X X 5 *
20 6 2 20 X X X X X X X X 8 *
19 2 0 19 X X 2 15th Percentile / Critical Speed: 19 MPH 18 MPH 18 MPH 18 2 2 18 X X X X 4
17 2 3 17 X X X X X 5 50th Percentile / Critical Speed: 25 MPH 25 MPH 25 MPH 16 0 1 16 X 1
15 1 1 15 X X 2 85th Percentile / Critical Speed: 29 MPH 31 MPH 29 MPH 14 0 0 14 0
13 1 1 13 X X 2
12 1 0 12 X 1
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/26/24
Redlands Regular Meeting of 05-20-2025 493 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Sunset Drive South
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Alessandro Drive - Ridge Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 12:35
39 0 2 39 X X 2
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 1 0 36 X 1
35 0 2 35 X X 2
34 1 5 34 X X X X X X 6
33 1 2 33 X X X 3
32 1 1 32 X X 2
31 1 4 31 X X X X X 5 * Eastbound Westbound Combined Statistics 30 1 2 30 X X X 3 * % Over Pace: 8% 8% 16%
29 3 5 29 X X X X X X X X 8 *
28 8 5 28 X X X X X X X X X X X X X 13 P % In Pace: 84% 68% 76% 27 9 4 27 X X X X X X X X X X X X X 13 A
26 3 3 26 X X X X X X 6 C % Under Pace: 8% 24% 8%
25 9 3 25 X X X X X X X X X X X X 12 E
24 3 2 24 X X X X X 5 * Average Speed: 26 MPH 28 MPH 27 MPH 23 2 2 23 X X X X 4 *
22 3 4 22 X X X X X X X 7 * Pace Speed: 22 - 31 MPH 25 - 34 MPH 22 - 31 MPH 21 0 2 21 X X 2
20 2 2 20 X X X X 4
19 0 0 19 0 15th Percentile / Critical Speed: 23 MPH 22 MPH 22 MPH 18 2 0 18 X X 2
17 0 0 17 0 50th Percentile / Critical Speed: 27 MPH 28 MPH 27 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 29 MPH 34 MPH 32 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/25/24
Redlands Regular Meeting of 05-20-2025 494 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Sunset Drive North
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Alta Vista Drive - Panorama Point Drive 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 1:15
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 30 MPH
36 0 0 36 0
35 0 0 35 0
34 0 0 34 0
33 0 1 33 X 1
32 0 2 32 X X 2
31 0 5 31 X X X X X 5 Northbound Southbound Combined Statistics 30 1 3 30 X X X X 4 % Over Pace: 8% 2% 17%
29 1 4 29 X X X X X 5
28 0 3 28 X X X 3 * % In Pace: 92% 76% 74%
27 1 6 27 X X X X X X X 7 *
26 1 4 26 X X X X X 5 * % Under Pace: 0% 22% 9%
25 3 5 25 X X X X X X X X 8 P
24 3 3 24 X X X X X X 6 A Average Speed: 21 MPH 26 MPH 24 MPH 23 5 3 23 X X X X X X X X 8 C
22 11 1 22 X X X X X X X X X X X X 12 E Pace Speed: 16 - 25 MPH 23 - 32 MPH 19 - 28 MPH 21 4 1 21 X X X X X 5 *
20 9 3 20 X X X X X X X X X X X X 12 *
19 5 3 19 X X X X X X X X 8 * 15th Percentile / Critical Speed: 19 MPH 20 MPH 19 MPH 18 0 2 18 X X 2
17 3 0 17 X X X 3 50th Percentile / Critical Speed: 22 MPH 26 MPH 23 MPH 16 3 0 16 X X X 3
15 0 0 15 0 85th Percentile / Critical Speed: 24 MPH 31 MPH 29 MPH 14 0 1 14 X 1
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/25/24
Redlands Regular Meeting of 05-20-2025 495 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Sunset Drive North
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Ford Street - Franklin Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 11:20
39 0 1 39 X 1
38 0 0 38 0 Existing
37 0 2 37 X X 2 Speed Limit: 35 MPH
36 0 0 36 0
35 1 0 35 X 1
34 0 3 34 X X X 3
33 0 1 33 X 1
32 0 5 32 X X X X X 5 *
31 1 3 31 X X X X 4 * Eastbound Westbound Combined Statistics 30 1 4 30 X X X X X 5 * % Over Pace: 6% 12% 8%
29 4 6 29 X X X X X X X X X X 10 P
28 4 5 28 X X X X X X X X X 9 A % In Pace: 90% 82% 78%
27 5 4 27 X X X X X X X X X 9 C
26 6 4 26 X X X X X X X X X X 10 E % Under Pace: 4% 6% 14% 25 8 5 25 X X X X X X X X X X X X X 13 *
24 4 4 24 X X X X X X X X 8 * Average Speed: 25 MPH 29 MPH 27 MPH 23 4 1 23 X X X X X 5 *
22 4 1 22 X X X X X 5 Pace Speed: 20 - 29 MPH 24 - 33 MPH 23 - 32 MPH 21 3 0 21 X X X 3
20 3 1 20 X X X X 4
19 1 0 19 X 1 15th Percentile / Critical Speed: 21 MPH 25 MPH 23 MPH 18 1 0 18 X 1
17 0 0 17 0 50th Percentile / Critical Speed: 25 MPH 28 MPH 26 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 28 MPH 32 MPH 31 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/25/24
Redlands Regular Meeting of 05-20-2025 496 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Sunset Drive South
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Helen Drive - Alta Vista Drive
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 11:20
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: N / P MPH
36 0 0 36 0
35 1 2 35 X X X 3
34 1 1 34 X X 2
33 1 0 33 X 1
32 2 1 32 X X X 3
31 2 1 31 X X X 3 Eastbound Westbound Combined Statistics 30 4 3 30 X X X X X X X 7 * % Over Pace: 6% 16% 12%
29 5 3 29 X X X X X X X X 8 *
28 2 2 28 X X X X 4 * % In Pace: 78% 76% 76%
27 5 4 27 X X X X X X X X X 9 P
26 8 1 26 X X X X X X X X X 9 A % Under Pace: 16% 8% 12% 25 3 5 25 X X X X X X X X 8 C
24 4 9 24 X X X X X X X X X X X X X 13 E Average Speed: 26 MPH 25 MPH 26 MPH 23 4 1 23 X X X X X 5 *
22 2 4 22 X X X X X X 6 * Pace Speed: 23 - 32 MPH 20 - 29 MPH 21 - 30 MPH 21 2 5 21 X X X X X X X 7 *
20 3 4 20 X X X X X X X 7
19 0 0 19 0 15th Percentile / Critical Speed: 22 MPH 20 MPH 21 MPH 18 0 1 18 X 1
17 0 2 17 X X 2 50th Percentile / Critical Speed: 26 MPH 24 MPH 25 MPH 16 1 1 16 X X 2
15 0 0 15 0 85th Percentile / Critical Speed: 30 MPH 30 MPH 30 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/25/24
Redlands Regular Meeting of 05-20-2025 497 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Sunset Drive North
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Panorama Point Drive - Wabash Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 1:55
39 0 0 39 0
38 0 0 38 0 Existing
37 2 0 37 X X 2 Speed Limit: 35 MPH
36 0 0 36 0
35 0 0 35 0
34 1 0 34 X 1
33 1 0 33 X 1
32 1 0 32 X 1
31 3 0 31 X X X 3 Eastbound Westbound Combined Statistics 30 1 0 30 X 1 % Over Pace: 16% 6% 19%
29 2 1 29 X X X 3
28 2 2 28 X X X X 4 % In Pace: 78% 84% 76%
27 3 0 27 X X X 3
26 4 2 26 X X X X X X 6 * % Under Pace: 6% 10% 5%
25 3 5 25 X X X X X X X X 8 *
24 4 5 24 X X X X X X X X X 9 * Average Speed: 25 MPH 21 MPH 23 MPH 23 6 1 23 X X X X X X X 7 P
22 7 9 22 X X X X X X X X X X X X X X X X 16 A Pace Speed: 21 - 30 MPH 17 - 26 MPH 17 - 26 MPH 21 7 7 21 X X X X X X X X X X X X X X 14 C
20 1 2 20 X X X 3 E
19 1 4 19 X X X X X 5 * 15th Percentile / Critical Speed: 21 MPH 17 MPH 19 MPH 18 1 3 18 X X X X 4 *
17 0 4 17 X X X X 4 * 50th Percentile / Critical Speed: 24 MPH 21 MPH 22 MPH 16 0 2 16 X X 2
15 0 3 15 X X X 3 85th Percentile / Critical Speed: 31 MPH 25 MPH 28 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/25/24
Redlands Regular Meeting of 05-20-2025 498 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Sunset Drive South
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Ridge Street - Helen Drive
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 12:15
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: N / P MPH
36 0 0 36 0
35 0 0 35 0
34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0 Eastbound Westbound Combined Statistics
30 0 0 30 0 % Over Pace: 0% 0% 21%
29 0 3 29 X X X 3
28 0 0 28 0 % In Pace: 100% 92% 67%
27 0 6 27 X X X X X X 6
26 0 5 26 X X X X X 5 % Under Pace: 0% 8% 12%
25 0 7 25 X X X X X X X 7
24 0 6 24 X X X X X X 6 * Average Speed: 16 MPH 24 MPH 20 MPH 23 0 6 23 X X X X X X 6 *
22 0 5 22 X X X X X 5 * Pace Speed: 11 - 20 MPH 20 - 29 MPH 15 - 24 MPH 21 0 4 21 X X X X 4 P
20 1 4 20 X X X X X 5 A
19 2 1 19 X X X 3 C 15th Percentile / Critical Speed: 14 MPH 20 MPH 15 MPH 18 7 0 18 X X X X X X X 7 E
17 10 1 17 X X X X X X X X X X X 11 * 50th Percentile / Critical Speed: 16 MPH 24 MPH 18 MPH 16 6 1 16 X X X X X X X 7 *
15 12 1 15 X X X X X X X X X X X X X 13 * 85th Percentile / Critical Speed: 18 MPH 27 MPH 25 MPH 14 5 0 14 X X X X X 5
13 4 0 13 X X X X 4
12 1 0 12 X 1
11 2 0 11 X X 2
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/25/24
Redlands Regular Meeting of 05-20-2025 499 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Sunset Drive South
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Serpentine Drive - Alessandro Drive 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:10
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 3:55
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: N / P MPH
36 0 0 36 0
35 1 2 35 X X X 3
34 1 1 34 X X 2
33 1 0 33 X 1
32 2 1 32 X X X 3
31 2 1 31 X X X 3 Eastbound Westbound Combined Statistics 30 4 3 30 X X X X X X X 7 * % Over Pace: 6% 16% 12%
29 5 3 29 X X X X X X X X 8 *
28 2 2 28 X X X X 4 * % In Pace: 78% 76% 76%
27 5 4 27 X X X X X X X X X 9 P
26 8 1 26 X X X X X X X X X 9 A % Under Pace: 16% 8% 12% 25 3 5 25 X X X X X X X X 8 C
24 4 9 24 X X X X X X X X X X X X X 13 E Average Speed: 26 MPH 25 MPH 26 MPH 23 4 1 23 X X X X X 5 *
22 2 4 22 X X X X X X 6 * Pace Speed: 23 - 32 MPH 20 - 29 MPH 21 - 30 MPH 21 2 5 21 X X X X X X X 7 *
20 3 4 20 X X X X X X X 7
19 0 0 19 0 15th Percentile / Critical Speed: 22 MPH 20 MPH 21 MPH 18 0 1 18 X 1
17 0 2 17 X X 2 50th Percentile / Critical Speed: 26 MPH 24 MPH 25 MPH 16 1 1 16 X X 2
15 0 0 15 0 85th Percentile / Critical Speed: 30 MPH 30 MPH 30 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/25/24
Redlands Regular Meeting of 05-20-2025 500 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Sunset Drive North
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Wabash Avenue - Ford Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 12:10
42 0 0 42 0
41 0 0 41 0 Time
40 2 2 40 X X X X 4 To: 1:10
39 1 2 39 X X X 3
38 2 0 38 X X 2 Existing
37 1 2 37 X X X 3 Speed Limit: 35 MPH
36 3 2 36 X X X X X 5 *
35 6 0 35 X X X X X X 6 *
34 4 7 34 X X X X X X X X X X X 11 *
33 6 7 33 X X X X X X X X X X X X X 13 P
32 7 6 32 X X X X X X X X X X X X X 13 A
31 5 5 31 X X X X X X X X X X 10 C Eastbound Westbound Combined Statistics 30 6 7 30 X X X X X X X X X X X X X 13 E % Over Pace: 6% 12% 12% 29 2 3 29 X X X X X 5 *
28 1 2 28 X X X 3 * % In Pace: 84% 84% 83%
27 1 3 27 X X X X 4 *
26 2 0 26 X X 2 % Under Pace: 10% 4% 5%
25 0 1 25 X 1
24 0 0 24 0 Average Speed: 33 MPH 32 MPH 32 MPH
23 1 1 23 X X 2
22 0 0 22 0 Pace Speed: 29 - 38 MPH 27 - 36 MPH 27 - 36 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 30 MPH 29 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 36 MPH 36 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/1/24
Redlands Regular Meeting of 05-20-2025 501 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Tennessee Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Colton Avenue - Brookside Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:30
52 0 0 52 0
51 0 0 51 0 Time
50 0 1 50 X 1 To: 11:50
49 0 1 49 X 1
48 2 1 48 X X X 3 Existing
47 1 1 47 X X 2 Speed Limit: 40 MPH
46 0 1 46 X 1
45 2 1 45 X X X 3
44 2 3 44 X X X X X 5 *
43 4 2 43 X X X X X X 6 *
42 3 2 42 X X X X X 5 *
41 4 5 41 X X X X X X X X X 9 P Northbound Southbound Combined Statistics 40 4 8 40 X X X X X X X X X X X X 12 A % Over Pace: 14% 12% 11% 39 9 0 39 X X X X X X X X X 9 C
38 7 7 38 X X X X X X X X X X X X X X 14 E % In Pace: 86% 82% 83% 37 2 3 37 X X X X X 5 *
36 5 5 36 X X X X X X X X X X 10 * % Under Pace: 0% 6% 6% 35 2 6 35 X X X X X X X X 8 *
34 3 2 34 X X X X X 5 Average Speed: 40 MPH 40 MPH 40 MPH 33 0 1 33 X 1
32 0 0 32 0 Pace Speed: 34 - 43 MPH 35 - 44 MPH 35 - 44 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 36 MPH 35 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 39 MPH 40 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 43 MPH 44 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/26/24
Redlands Regular Meeting of 05-20-2025 502 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Terracina Boulevard
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Barton Road - Olive Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 1 0 56 X 1
55 0 0 55 0
54 3 0 54 X X X 3 Time
53 1 0 53 X 1 From: 12:00
52 2 2 52 X X X X 4
51 0 1 51 X 1 Time
50 3 2 50 X X X X X 5 To: 12:20
49 1 4 49 X X X X X 5
48 1 4 48 X X X X X 5 Existing
47 3 3 47 X X X X X X 6 * Speed Limit: 45 MPH
46 1 0 46 X 1 *
45 4 3 45 X X X X X X X 7 *
44 2 5 44 X X X X X X X 7 P
43 7 3 43 X X X X X X X X X X 10 A
42 3 6 42 X X X X X X X X X 9 C
41 3 6 41 X X X X X X X X X 9 E Northbound Southbound Combined Statistics 40 2 2 40 X X X X 4 * % Over Pace: 24% 6% 25%
39 3 4 39 X X X X X X X 7 *
38 5 3 38 X X X X X X X X 8 * % In Pace: 66% 72% 68%
37 1 0 37 X 1
36 1 1 36 X X 2 % Under Pace: 10% 22% 7%
35 2 1 35 X X X 3
34 0 0 34 0 Average Speed: 44 MPH 44 MPH 44 MPH
33 0 0 33 0
32 1 0 32 X 1 Pace Speed: 38 - 47 MPH 41 - 50 MPH 38 - 47 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 38 MPH 39 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 43 MPH 43 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 50 MPH 49 MPH 49 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/8/24
Redlands Regular Meeting of 05-20-2025 503 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Terracina Boulevard
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Olive Avenue - Cypress Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 1 0 49 X 1
48 0 0 48 0
47 1 0 47 X 1 Date:
46 2 0 46 X X 2
45 2 0 45 X X 2
44 0 1 44 X 1 Time
43 3 0 43 X X X 3 From: 11:30
42 3 0 42 X X X 3
41 3 2 41 X X X X X 5 Time
40 3 4 40 X X X X X X X 7 * To: 12:00
39 7 2 39 X X X X X X X X X 9 *
38 3 5 38 X X X X X X X X 8 * Existing
37 4 6 37 X X X X X X X X X X 10 P Speed Limit: 35 MPH
36 1 4 36 X X X X X 5 A
35 6 2 35 X X X X X X X X 8 C
34 3 6 34 X X X X X X X X X 9 E
33 2 3 33 X X X X X 5 *
32 0 3 32 X X X 3 *
31 2 5 31 X X X X X X X 7 * Northbound Southbound Combined Statistics 30 0 0 30 0 % Over Pace: 12% 6% 18%
29 0 4 29 X X X X 4
28 1 2 28 X X X 3 % In Pace: 72% 80% 71%
27 2 0 27 X X 2
26 1 0 26 X 1 % Under Pace: 16% 14% 11%
25 0 1 25 X 1
24 0 0 24 0 Average Speed: 38 MPH 35 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 34 - 43 MPH 31 - 40 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 33 MPH 31 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 38 MPH 35 MPH 37 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 43 MPH 39 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
10/8/24
Redlands Regular Meeting of 05-20-2025 504 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Texas Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Lugonia Avenue - San Bernardino Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 1 48 X 1
47 1 0 47 X 1 Date:
46 0 2 46 X X 2
45 3 1 45 X X X X 4
44 2 2 44 X X X X 4 * Time
43 2 5 43 X X X X X X X 7 * From: 11:30
42 5 2 42 X X X X X X X 7 *
41 3 8 41 X X X X X X X X X X X 11 P Time
40 4 5 40 X X X X X X X X X 9 A To: 11:55
39 3 4 39 X X X X X X X 7 C
38 6 4 38 X X X X X X X X X X 10 E Existing
37 7 4 37 X X X X X X X X X X X 11 * Speed Limit: 35 MPH 36 2 4 36 X X X X X X 6 *
35 4 1 35 X X X X X 5 *
34 1 2 34 X X X 3
33 1 3 33 X X X X 4
32 2 0 32 X X 2
31 0 1 31 X 1 Northbound Southbound Combined Statistics 30 3 0 30 X X X 3 % Over Pace: 8% 6% 8%
29 0 1 29 X 1
28 1 0 28 X 1 % In Pace: 76% 78% 77%
27 0 0 27 0
26 0 0 26 0 % Under Pace: 16% 16% 15%
25 0 0 25 0
24 0 0 24 0 Average Speed: 38 MPH 39 MPH 39 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 35 - 44 MPH 36 - 45 MPH 35 - 44 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 34 MPH 35 MPH 34 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 38 MPH 40 MPH 39 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 43 MPH 43 MPH 43 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 505 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Texas Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Redlands Boulevard - Lugonia Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 1 46 X 1
45 0 0 45 0
44 2 0 44 X X 2 Time
43 1 1 43 X X 2 From: 9:00
42 2 2 42 X X X X 4
41 2 1 41 X X X 3 Time
40 3 2 40 X X X X X 5 * To: 9:20
39 2 3 39 X X X X X 5 *
38 3 5 38 X X X X X X X X 8 * Existing
37 5 7 37 X X X X X X X X X X X X 12 P Speed Limit: 35 MPH 36 5 1 36 X X X X X X 6 A
35 6 7 35 X X X X X X X X X X X X X 13 C
34 6 7 34 X X X X X X X X X X X X X 13 E
33 2 2 33 X X X X 4 *
32 2 2 32 X X X X 4 *
31 4 4 31 X X X X X X X X 8 * Northbound Southbound Combined Statistics 30 2 1 30 X X X 3 % Over Pace: 14% 10% 12%
29 2 2 29 X X X X 4
28 0 1 28 X 1 % In Pace: 76% 80% 78%
27 0 0 27 0
26 1 1 26 X X 2 % Under Pace: 10% 10% 10%
25 0 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 36 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 31 - 40 MPH 31 - 40 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 31 MPH 31 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 35 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 40 MPH 39 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 506 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Texas Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: San Bernardino Avenue - Domestic Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 1 0 49 X 1
48 0 1 48 X 1
47 1 1 47 X X 2 Date:
46 1 0 46 X 1
45 1 2 45 X X X 3
44 0 2 44 X X 2 Time
43 2 1 43 X X X 3 From: 11:55
42 2 3 42 X X X X X 5
41 2 3 41 X X X X X 5 Time
40 4 2 40 X X X X X X 6 * To: 12:20
39 8 4 39 X X X X X X X X X X X X 12 *
38 4 2 38 X X X X X X 6 * Existing
37 3 5 37 X X X X X X X X 8 P Speed Limit: 35 MPH
36 2 5 36 X X X X X X X 7 A
35 5 3 35 X X X X X X X X 8 C
34 4 3 34 X X X X X X X 7 E
33 3 2 33 X X X X X 5 *
32 2 3 32 X X X X X 5 *
31 3 3 31 X X X X X X 6 * Northbound Southbound Combined Statistics 30 2 0 30 X X 2 % Over Pace: 20% 14% 23%
29 0 1 29 X 1
28 0 3 28 X X X 3 % In Pace: 76% 64% 70%
27 0 0 27 0
26 0 1 26 X 1 % Under Pace: 4% 22% 7%
25 0 0 25 0
24 0 0 24 0 Average Speed: 37 MPH 37 MPH 37 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 31 - 40 MPH 33 - 42 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 33 MPH 31 MPH 32 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 38 MPH 37 MPH 37 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 42 MPH 42 MPH 42 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 507 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: University Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Colton Avenue - Lugonia Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 1 0 45 X 1
44 0 1 44 X 1 Time
43 0 0 43 0 From: 1:20
42 0 1 42 X 1
41 1 2 41 X X X 3 Time
40 2 1 40 X X X 3 To: 1:40
39 2 2 39 X X X X 4 *
38 4 1 38 X X X X X 5 * Existing
37 9 4 37 X X X X X X X X X X X X X 13 * Speed Limit: 35 MPH 36 7 6 36 X X X X X X X X X X X X X 13 P
35 8 10 35 X X X X X X X X X X X X X X X X X X 18 A
34 4 3 34 X X X X X X X 7 C
33 4 3 33 X X X X X X X 7 E
32 2 4 32 X X X X X X 6 *
31 2 8 31 X X X X X X X X X X 10 * Northbound Southbound Combined Statistics 30 3 2 30 X X X X X 5 * % Over Pace: 8% 10% 9%
29 1 1 29 X X 2
28 0 0 28 0 % In Pace: 90% 86% 88%
27 0 1 27 X 1
26 0 0 26 0 % Under Pace: 2% 4% 3%
25 0 0 25 0
24 0 0 24 0 Average Speed: 35 MPH 35 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39 MPH 30 - 39 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 32 MPH 31 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 36 MPH 35 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 38 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 508 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: University Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Cypress Avenue - Colton Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 1 0 45 X 1
44 0 1 44 X 1 Time
43 0 0 43 0 From: 2:05
42 1 1 42 X X 2
41 1 2 41 X X X 3 Time
40 1 1 40 X X 2 * To: 2:25
39 4 3 39 X X X X X X X 7 *
38 6 5 38 X X X X X X X X X X X 11 * Existing
37 5 9 37 X X X X X X X X X X X X X X 14 P Speed Limit: 35 MPH 36 5 7 36 X X X X X X X X X X X X 12 A
35 9 7 35 X X X X X X X X X X X X X X X X 16 C
34 7 5 34 X X X X X X X X X X X X 12 E
33 3 2 33 X X X X X 5 *
32 4 3 32 X X X X X X X 7 *
31 2 4 31 X X X X X X 6 * Northbound Southbound Combined Statistics 30 0 0 30 0 % Over Pace: 6% 8% 7%
29 0 0 29 0
28 1 0 28 X 1 % In Pace: 92% 92% 92%
27 0 0 27 0
26 0 0 26 0 % Under Pace: 2% 0% 1%
25 0 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 36 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 31 - 40 MPH 31 - 40 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 33 MPH 33 MPH 33 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 36 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 39 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 509 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: University Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Lugonia Avenue - San Bernardino Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 12:20
42 0 0 42 0
41 0 0 41 0 Time
40 1 0 40 X 1 To: 1:20
39 0 0 39 0
38 1 1 38 X X 2 Existing
37 1 2 37 X X X 3 Speed Limit: 35 MPH
36 1 3 36 X X X X 4
35 2 2 35 X X X X 4
34 5 2 34 X X X X X X X 7
33 3 1 33 X X X X 4 *
32 1 4 32 X X X X X 5 *
31 7 3 31 X X X X X X X X X X 10 * Northbound Southbound Combined Statistics 30 2 2 30 X X X X 4 P % Over Pace: 12% 20% 21%
29 5 7 29 X X X X X X X X X X X X 12 A
28 2 4 28 X X X X X X 6 C % In Pace: 78% 74% 73%
27 6 3 27 X X X X X X X X X 9 E
26 2 6 26 X X X X X X X X 8 * % Under Pace: 10% 6% 6%
25 6 1 25 X X X X X X X 7 *
24 2 6 24 X X X X X X X X 8 * Average Speed: 30 MPH 29 MPH 29 MPH 23 2 0 23 X X 2
22 1 1 22 X X 2 Pace Speed: 25 - 34 MPH 24 - 33 MPH 24 - 33 MPH 21 0 2 21 X X 2
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 25 MPH 24 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 29 MPH 29 MPH 29 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 34 MPH 35 MPH 34 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 510 of 1269
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Via Vista Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Country Club Drive - Helena Lane
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 5:45
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 7:20
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 2 0 36 X X 2
35 1 0 35 X 1
34 1 0 34 X 1
33 1 3 33 X X X X 4
32 3 3 32 X X X X X X 6 *
31 5 0 31 X X X X X 5 * Eastbound Westbound Combined Statistics 30 6 4 30 X X X X X X X X X X 10 * % Over Pace: 8% 12% 8% 29 4 9 29 X X X X X X X X X X X X X 13 P
28 3 3 28 X X X X X X 6 A % In Pace: 68% 72% 69%
27 5 1 27 X X X X X X 6 C
26 3 2 26 X X X X X 5 E % Under Pace: 24% 16% 23%
25 1 3 25 X X X X 4 *
24 3 5 24 X X X X X X X X 8 * Average Speed: 27 MPH 25 MPH 26 MPH 23 1 5 23 X X X X X X 6 *
22 2 2 22 X X X X 4 Pace Speed: 24 - 33 MPH 21 - 30 MPH 23 - 32 MPH 21 1 2 21 X X X 3
20 3 1 20 X X X X 4
19 1 1 19 X X 2 15th Percentile / Critical Speed: 20 MPH 20 MPH 20 MPH 18 0 2 18 X X 2
17 0 1 17 X 1 50th Percentile / Critical Speed: 28 MPH 26 MPH 27 MPH 16 2 0 16 X X 2
15 1 2 15 X X X 3 85th Percentile / Critical Speed: 32 MPH 30 MPH 31 MPH 14 1 1 14 X X 2
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/24/24
Redlands Regular Meeting of 05-20-2025 511 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Wabash Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Citrus Avenue - Colton Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 1 46 X 1
45 1 0 45 X 1
44 0 0 44 0 Time
43 1 0 43 X 1 From: 10:25
42 1 3 42 X X X X 4
41 2 2 41 X X X X 4 Time
40 2 1 40 X X X 3 To: 10:50
39 3 2 39 X X X X X 5 *
38 5 4 38 X X X X X X X X X 9 * Existing
37 3 1 37 X X X X 4 * Speed Limit: 40 MPH
36 0 2 36 X X 2 P
35 4 4 35 X X X X X X X X 8 A
34 6 5 34 X X X X X X X X X X X 11 C
33 5 12 33 X X X X X X X X X X X X X X X X X 17 E
32 6 4 32 X X X X X X X X X X 10 *
31 6 3 31 X X X X X X X X X 9 * Northbound Southbound Combined Statistics 30 3 4 30 X X X X X X X 7 * % Over Pace: 14% 14% 14%
29 1 0 29 X 1
28 0 1 28 X 1 % In Pace: 82% 82% 82%
27 1 1 27 X X 2
26 0 0 26 0 % Under Pace: 4% 4% 4%
25 0 0 25 0
24 0 0 24 0 Average Speed: 35 MPH 35 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39 MPH 30 - 39 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 31 MPH 31 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 34 MPH 33 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 39 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/25/24
Redlands Regular Meeting of 05-20-2025 512 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Wabash Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Colton Avenue - Sessums Drive
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 1 44 X 1 Time
43 1 0 43 X 1 From: 9:00
42 2 4 42 X X X X X X 6
41 1 3 41 X X X X 4 Time
40 1 1 40 X X 2 To: 9:20
39 2 1 39 X X X 3
38 4 0 38 X X X X 4 * Existing
37 8 7 37 X X X X X X X X X X X X X X X 15 * Speed Limit: 35 MPH 36 4 4 36 X X X X X X X X 8 *
35 9 6 35 X X X X X X X X X X X X X X X 15 P
34 5 4 34 X X X X X X X X X 9 A
33 4 1 33 X X X X X 5 C
32 4 4 32 X X X X X X X X 8 E
31 2 2 31 X X X X 4 * Northbound Southbound Combined Statistics 30 1 5 30 X X X X X X 6 * % Over Pace: 8% 20% 17%
29 1 4 29 X X X X X 5 *
28 0 1 28 X 1 % In Pace: 86% 76% 79%
27 1 2 27 X X X 3
26 0 0 26 0 % Under Pace: 6% 4% 4%
25 0 0 25 0
24 0 0 24 0 Average Speed: 35 MPH 35 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 31 - 40 MPH 28 - 37 MPH 29 - 38 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 32 MPH 30 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 35 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 41 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/25/24
Redlands Regular Meeting of 05-20-2025 513 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Wabash Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Fifth Avenue - Citrus Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:50
52 0 1 52 X 1
51 0 0 51 0 Time
50 0 1 50 X 1 To: 11:25
49 2 4 49 X X X X X X 6
48 1 4 48 X X X X X 5 Existing
47 4 3 47 X X X X X X X 7 * Speed Limit: 45 MPH
46 6 3 46 X X X X X X X X X 9 *
45 4 3 45 X X X X X X X 7 *
44 7 1 44 X X X X X X X X 8 P
43 4 4 43 X X X X X X X X 8 A
42 2 3 42 X X X X X 5 C
41 2 3 41 X X X X X 5 E Northbound Southbound Combined Statistics 40 3 2 40 X X X X X 5 * % Over Pace: 6% 12% 13%
39 4 5 39 X X X X X X X X X 9 *
38 4 3 38 X X X X X X X 7 * % In Pace: 80% 62% 70%
37 3 2 37 X X X X X 5
36 3 1 36 X X X X 4 % Under Pace: 14% 26% 17%
35 1 1 35 X X 2
34 0 4 34 X X X X 4 Average Speed: 42 MPH 42 MPH 42 MPH 33 0 0 33 0
32 0 1 32 X 1 Pace Speed: 38 - 47 MPH 39 - 48 MPH 38 - 47 MPH 31 0 1 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 38 MPH 36 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 43 MPH 42 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 46 MPH 48 MPH 47 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/25/24
Redlands Regular Meeting of 05-20-2025 514 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Wabash Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Fifth Avenue - Panorama Drive
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 2 47 X X 2 Date:
46 0 1 46 X 1
45 1 1 45 X X 2
44 2 1 44 X X X 3 Time
43 1 1 43 X X 2 From: 12:05
42 2 1 42 X X X 3
41 3 0 41 X X X 3 Time
40 2 1 40 X X X 3 * To: 2:10
39 2 5 39 X X X X X X X 7 *
38 7 2 38 X X X X X X X X X 9 * Existing
37 4 1 37 X X X X X 5 P Speed Limit: 45 MPH
36 1 2 36 X X X 3 A
35 3 2 35 X X X X X 5 C
34 3 5 34 X X X X X X X X 8 E
33 0 6 33 X X X X X X 6 *
32 3 4 32 X X X X X X X 7 *
31 4 6 31 X X X X X X X X X X 10 * Northbound Southbound Combined Statistics 30 0 1 30 X 1 % Over Pace: 18% 14% 16%
29 2 0 29 X X 2
28 1 3 28 X X X X 4 % In Pace: 58% 68% 63%
27 1 1 27 X X 2
26 2 0 26 X X 2 % Under Pace: 24% 18% 21%
25 2 3 25 X X X X X 5
24 0 0 24 0 Average Speed: 35 MPH 34 MPH 34 MPH
23 4 0 23 X X X X 4
22 0 1 22 X 1 Pace Speed: 31 - 40 MPH 31 - 40 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 26 MPH 28 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 33 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 40 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/25/24
Redlands Regular Meeting of 05-20-2025 515 of 1269
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Wabash Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Reservoir Road - Palo Alto Drive
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 2 43 X X 2 From: 2:55
42 2 0 42 X X 2
41 0 1 41 X 1 Time
40 2 0 40 X X 2 To: 3:45
39 2 0 39 X X 2
38 3 2 38 X X X X X 5 Existing
37 1 3 37 X X X X 4 Speed Limit: 35 MPH
36 3 1 36 X X X X 4 *
35 1 4 35 X X X X X 5 *
34 6 6 34 X X X X X X X X X X X X 12 *
33 5 4 33 X X X X X X X X X 9 P
32 3 2 32 X X X X X 5 A
31 7 7 31 X X X X X X X X X X X X X X 14 C Northbound Southbound Combined Statistics 30 2 6 30 X X X X X X X X 8 E % Over Pace: 20% 6% 18%
29 5 3 29 X X X X X X X X 8 *
28 1 2 28 X X X 3 * % In Pace: 74% 76% 75%
27 4 3 27 X X X X X X X 7 *
26 1 0 26 X 1 % Under Pace: 6% 18% 7%
25 0 2 25 X X 2
24 1 1 24 X X 2 Average Speed: 33 MPH 32 MPH 32 MPH
23 1 0 23 X 1
22 0 1 22 X 1 Pace Speed: 27 - 36 MPH 29 - 38 MPH 27 - 36 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 28 MPH 28 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 31 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 37 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Redlands
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
9/25/24
Redlands Regular Meeting of 05-20-2025 516 of 1269
Appendix C
ADT Traffic Volume Count Sheets
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