Agenda packet — Lancaster City Council, July 12, 2022 (part 1 of 3)

Tuesday, July 12, 2022
Regular Meeting – 5:00 p.m.

The City Clerk/Agency/Authority Secretary hereby declares the agenda was posted by 5:00 p.m. on J u l y 8 , 2 0 2 2
at the entrance to the Lancaster City Hall Council Chambers 44933 Fern Avenue, Lancaster, CA 93534

LEGISLATIVE BODY
City Council/Successor Agency/Financing/Power/California Choice Energy Authority
Mayor/Chair R. Rex Parris
Vice Mayor/Vice Chair Marvin Crist
Council Member/Agency Director/Authority Darrell Dorris Council Member/Agency Director/Authority Member Raj Malhi Council Member/Agency Director/Authority Member Ken Mann

CITY COUNCIL/SUCCESSOR AGENCY/FINANCING/POWER/CALIFORNIA CHOICE ENERGY AUTHORITY

REGULAR MEETING AGENDA
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AGENDA ITEMS TO BE REMOVED
Sometimes it is necessary to remove items from the agenda. We apologize for any inconvenience this may cause you.

PUBLIC BUSINESS FROM THE FLOOR - AGENDIZED ITEMS
Any person who would like to address the Legislative Bodies on any agendized item is requested to complete a speaker card for the City Clerk/Agency/Authority Secretary and identify the agenda item you would like to discuss. Each person will be given an opportunity to address the Legislative Body at the time such item is discussed. Speaker cards are available at the rear of the Council Chambers and your speaker card must be filled out prior to the agenda item being called. We respectfully request that you fill the cards out completely and print as clearly as possible. Following this procedure will allow for a smooth and timely process for the meeting and we appreciate your cooperation. Individual speakers are limited to three (3) minutes each.

Consent Calendar items under the Legislative Body may be acted upon with one motion, a second and the vote. If you desire to speak on an item or items on the Consent Calendar, you may fill out one speaker card for the Consent Calendar. You will be given three minutes, unless a different time limit is announced, to address your concerns before the Legislative Body takes action on the Consent Calendar.

CALL TO ORDER
City Council/Successor Agency/Financing/Power/California Choice Energy Authority

ROLL CALL
City Council Members /Agency Directors /Authority Members: Dorris, Malhi, Mann; Vice Mayor/ Vice Chair Crist, Mayor/Chair Parris

INVOCATION
Jeremy Johnson, Grace Resources

PLEDGE OF ALLEGIANCE

COUNCIL ACTIONS

CONSENT CALENDAR
CC 1. Waive further reading of any proposed ordinances. (This permits reading the title only in lieu of reciting the entire text.)
CC 2. Approve the City Council/Successor Agency/Housing/Financing/Power/California Choice Energy Authority Regular Meeting Minutes of June 28, 2022.

CITY COUNCIL/SUCCESSOR AGENCY/FINANCING/POWER/CALIFORNIA CHOICE ENERGY AUTHORITY

REGULAR MEETING AGENDA
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CC 3. Check Registers – June 12, 2022, through June 25, 2022 Recommendation(s):

Approve the Check and Wire Registers for June 12, 2022, through June 25, 2022, in the amount of $5,269,913.14 as presented.

At each regular City Council Meeting, the City Council is presented with a check and ACH/wire registers listing the financial claims (invoices) against the City for the purchase of materials, supplies, services, and capital projects issued the prior three to four weeks. This process provides the City Council the opportunity to review the expenditures of the City. Claims are paid via checks, Automated Clearing House (ACH) payments, or federal wires. The justifying backup information for each expenditure is available in the Finance Department.

CC 4. Final Map Approval – Parcel Map No. 83360 (Located at the Northeast Corner of 7th Street East and Avenue K-8)
Recommendation(s):

Approve Parcel Map No. 83360, located at northeast corner of 7 th Street East and Avenue K-8; make findings that this project will not violate any of the provisions of Sections 66473.5, 66474.1 and 66474.6 of the Subdivision Map Act; and instruct the City Clerk to endorse on the face of the map the certificate which embodies the approval of said map.

On July 28, 2021, Development Services Department – Community Development Division approved Tentative Administrative Parcel Map No. 83360 for subdividing 0.92 acres into four parcels. (Revised on April 4, 2022). The Final Map is in substantial conformance with the approved tentative administrative map. Parcel Map No. 83360 has been examined by the City Surveyor, is in substantial conformance with the approved tentative administrative map and is ready for Council approval. The securities for this map will be in the form of a Development Improvement Undertaking Agreement, including Faithful Performance Bond and Labor and Materials Bond under Director’s Review 21-185, which will guarantee and secure the performance of all public improvements, impact fees, and public agency fees.

CC 5. Sewer Acceptance Agreement Between the City of Lancaster and the City of Palmdale Recommendation(s):

Authorize the City Manager, or his designee, to enter into a sewer acceptance agreement between the City of Lancaster and the City of Palmdale for the acceptance and conveyance of sewage from developments located within Palmdale jurisdictional boundaries in substantially the form attached hereto, with such changes as the City Manager and City Attorney deem appropriate.

With this agreement, the City of Lancaster agrees to accept and convey discharge sewage from developments located within Palmdale jurisdictional boundaries, and connected to the proposed sewer extension in Avenue L. The proposed sewer main extension in Avenue L will be maintained by the City of Palmdale and a sewer area study showing the tributary areas will be reviewed and approved by City of Lancaster. Future developments connecting to the proposed sewer extension shall be subject to Lancaster review and approval, including, any change in use of the Copart development.

CITY COUNCIL/SUCCESSOR AGENCY/FINANCING/POWER/CALIFORNIA CHOICE ENERGY AUTHORITY

REGULAR MEETING AGENDA
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CC 6. Agreement Amendment No. 1 for RFP No. 741-21 - Hand Work and Protected Bike Lane Sweeping Services
Recommendation(s):

Approve first amendment on agreement with SCA of CA, LLC., for RFP No. 741-21 - Hand Work and Protected Bike Lane Sweeping Services, and authorize the City Manager, or his designee, to sign all documents.

In May 2021, the City advertised a Request for Proposals for Hand Work and Protected Bike Lane Sweeping Services. The scope of service included the weekly cleaning of drainage basin driveways, hand work locations, protected bike lanes, dead ends, narrow cul-de-sacs, and an additional 100 cleaning requests on an as needed basis.

One proposal was received on June 11, 2021, from CleanStreet, Inc., for one (1) year, and the proposal was deemed acceptable by staff. The company then changed in their name in February 2022 to SCA of CA, LLC.

CC 7. Purchase and Installation of Incubator Camera & Door Access Control Panels Recommendation(s):

Approve the following:

The purchase and installation of cameras for the Lancaster Incubator. There will be 17 Cameras, 12 Security Door Access Control Panels, 1 Node and one Equipment Rack purchased for a cost of $244,710.00 which includes access to an application to view the cameras and the camera footage which will be stored in the cloud. This is the first part of a multi-part program to update City security.

The City of Lancaster has looked into installing a camera system on the Lancaster Incubator to enhance safety and security. The City followed the CMAS process, with EKC Enterprises receiving the work.

CC 8. Lancaster National Soccer Center Emergency Well Pump Replacement Recommendation(s):

Per the Public Contract Code 22035 & 22050 Emergency Contracting Procedures, accept update on Lancaster National Soccer Center Emergency Well Pump Replacement.

The repair of the well pump is of the essence to preserve the turf. The well pumps approximately 1,000 gallons of water per minute, whereas the back up well only pumps approximately 400-500 gallons per minute. As we enter into the warmer months, time is of essence, as a delay of 4-6 weeks for bidding, could result in the loss of over half a million dollars of athletic turf due to lack of adequate water. Additionally, there are several regional soccer tournaments scheduled this summer, in addition to local league use. If the turf needs to be removed and replaced, the fields will be unusable for 2-3 months, resulting in lost revenue for tournaments, leagues, and City tourism dollars.

CC 9. Exchange Agreement and Assignment of Federal Highway Infrastructure Program (HIP) Funds with Los Angeles County Metropolitan Transportation Authority (LACMTA) Local Transportation Funds, and Appropriation of LACMTA Proposition C Local Return Funds

CITY COUNCIL/SUCCESSOR AGENCY/FINANCING/POWER/CALIFORNIA CHOICE ENERGY AUTHORITY

REGULAR MEETING AGENDA
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Recommendation(s):

1. Approve an Exchange Agreement and Assignment of Federal Highway Infrastructure Program (HIP) Funds with LACMTA Local Transportation Funds (LTF) in the amount of $754,676.00; and authorize the City Manager, or his designee, to sign all documents.

2. Recognize revenues and appropriate expenditures totaling $1,600,000.00 in LACMTA Local Transportation Funds and Proposition C Local Return Funds to the Capital Improvement Program (CIP) project in the account numbers as shown below for the Sierra Highway Resurfacing from Avenue I to Lancaster Boulevard.
· Revenue Account 321-3351-106; Expenditure Account 321-12ST051-924: $739,582.00 · Revenue Account 209-3315-100; Expenditure Account 209-12ST051-924: $860,418.00 In April 2022, the City submitted a project specific request to LACMTA for the Exchange Program for a new proposed project, Sierra Highway Resurfacing from Avenue I to Lancaster Boulevard. The City determined the necessary improvements and is proposing to fund the project with the LACMTA Local Transportation Exchange funds and Proposition C Local Return funds. As part of the Exchange Program, LACMTA requires the proposed project to be fully funded. Proposition C Local Return fund are proposed to complete the project funding since the project includes street improvements supporting public transit service for the full length of the project. The project consists of pavement resurfacing, restoration, and rehabilitation on Sierra Highway within the existing street right-of-way from Avenue I to Lancaster Boulevard.

Asphalt treatments may include pavement overlays with digouts, cold-in-place recycling, full depth reclamation, and/or full depth replacement. Concrete work may include curb and gutter, cross-gutter, longitudinal gutter, curb ramp, and sidewalk repairs and/or replacement for compliance with ADA standards. Crosswalks will be upgraded to high visibility “continental” style. Roadway signing and striping will also be updated. This segment of Sierra Highway is currently used by Antelope Valley Transit Authority bus routes 9, 94, 11, 4, 7, 1, and provides access to the Boeing Plaza Transit Center at The BLVD.

PUBLIC HEARING
PH 1. Introduction of an Ordinance to Establish Speed Limits on 135 Roadway Segments and Amend Section 10.04.020 of the Lancaster Municipal Code
Recommendation(s):

Introduce Ordinance No. 1091, establishing speed limits on 135 roadway segments in the City of Lancaster, and amending Section 10.04.020 of the Lancaster Municipal Code (LMC).

The proposed ordinance is to adopt speed limits on the selected 135 roadway segments in the City of Lancaster, as determined by the attached 2022 Spot Speed Survey and Analysis (Study). The Study was performed in accordance with the provisions of the California Vehicle Code (CVC) Section 627 and Assembly Bill (AB 43), and as recommended by the California Department of Transportation Manual on Uniform Traffic Control Devices (CA-MUTCD). Sections 22357 and 22358 of the CVC require that certain local speed limits be determined based upon the Engineering and Traffic Survey (E&TS) reports, and that these speed limits are established by local ordinance.

CITY COUNCIL/SUCCESSOR AGENCY/FINANCING/POWER/CALIFORNIA CHOICE ENERGY AUTHORITY

REGULAR MEETING AGENDA
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PH 2. Approval to Increase Solid Waste Handling Services Fee for Single-Family Dwellings, and Collection of Solid Waste Handling Services Fee for Single-Family Dwellings on the Tax Roll Pursuant to Section 5473 of the Health and Safety Code
Recommendation(s):

Adopt Resolution No. 22-45 , approving (1) increase to solid waste handling services fee for single-family dwellings and (2) collection of solid waste handling services fee for single-family dwellings on the tax roll pursuant to section 5473 of the Health and Safety Code.

In September 2016, Governor Brown set methane emissions reduction targets to reduce emissions of short‐lived climate pollutants (SLCP) for California. CalRecycle’s State Bill 1383, Short‐lived Climate Pollutants Organic Waste Regulations, requires everyone in California to recycle all organic waste which includes paper, yard materials, food, cardboard and food‐soiled paper. The State requires residents to sort their organic waste including recyclables from their trash and to also have adequate access to organic waste recycling and recycling services. The State requirements also include that all organic materials be sent to organics processing facilities.

This State required collection and distribution is a costlier process.

CONTINUED PUBLIC HEARING
CPH1. Lancaster Maintenance District Annexations (Continued) Recommendation:

Continued Public Hearing from June 28 – Adopt Resolution No. 22-39 , announcing results of an assessment ballot procedure, ordering the annexation of territory into the Lancaster Maintenance Districts, and ordering the levy and collection of assessments therein.

The Lancaster Maintenance Districts, separately known as the Lancaster Lighting Maintenance District, the Landscape Maintenance District and the Drainage Maintenance District (the “Districts”) were formed to provide a dedicated funding source for the maintenance, operations, servicing and installation of public lighting, public landscaping and public drainage facilities within the City of Lancaster. The District properties, which include the Annexations, benefit from the services provided and are assessed their proportionate share of the costs for each District.

NEW BUSINESS
NB1. Condemnation Proceedings – Property Acquisition Tract No. 82831, Located at the Northwest Corner of Tahoe Way and Newgrove Street (APN 3203-008-050) Recommendation:

1. Conduct a hearing pursuant to Code of Civil Procedure section 1245.235

2. Adopt Resolution No. 22-46 , authorizing and directing the condemnation of certain real property located at the corner of Tahoe Way and Newgrove Street, identified as APN No.

CITY COUNCIL/SUCCESSOR AGENCY/FINANCING/POWER/CALIFORNIA CHOICE ENERGY AUTHORITY

REGULAR MEETING AGENDA
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3203-008-050 (Portions Thereof) in the City of Lancaster, California, and declaring the public necessity therefor.

As a condition of approval of Tentative Tract No. 82831, located at northwest corner of Tahoe Way and Newgrove Street near Avenue J and 65 th Street West, the developer was required to build public street improvements along Tahoe Way. The developer was unable to acquire the necessary easement, and requested that the City acquire the property through condemnation proceedings. On March 22, 2022, the City Council approved a Condemnation Agreement.

COUNCIL REPORTS
CR1. Council Reports

CALIFORNIA CHOICE ENERGY AUTHORITY
No action required at this time.

LANCASTER HOUSING AUTHORITY
No action required at this time.

LANCASTER FINANCING AUTHORITY
No action required at this time.

LANCASTER POWER AUTHORITY
No action required at this time.

LANCASTER SUCCESSOR AGENCY
No action required at this time.

CITY MANAGER / EXECUTIVE DIRECTOR ANNOUNCEMENTS

CITY CLERK/AGENCY/AUTHORITY SECRETARY ANNOUNCEMENT

CITY COUNCIL/SUCCESSOR AGENCY/FINANCING/POWER/CALIFORNIA CHOICE ENERGY AUTHORITY

REGULAR MEETING AGENDA
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PUBLIC BUSINESS FROM THE FLOOR - NON-AGENDIZED ITEMS
This portion of the agenda allows an individual the opportunity to address the Legislative Bodies on any item NOT ON THE AGENDA regarding City/Agency/Authority business and speaker cards must be submitted prior to the beginning of this portion of the Agenda. Please complete a speaker card for the City Clerk/Agency/Authority Secretary and identify the subject you would like to address. We respectfully request that you fill the cards out completely and print as clearly as possible. Following this procedure will allow for a smooth and timely process for the meeting and we appreciate your cooperation. State law prohibits the Legislative Body from taking action on items not on the agenda and your matter may be referred to the City Manager/Executive Director. Individual Speakers are limited to three (3) minutes each unless a different time limit is announced.

CITY COUNCIL / AGENCY/ AUTHORITY COMMENTS

CLOSED SESSION

1. Conference with Legal Counsel - Anticipated Litigation: significant exposure to litigation pursuant to Government Code Section 54956.9(d) (2) - two potential cases.

2. Conference with Legal Counsel - Anticipated Litigation: consideration of initiation of litigation pursuant to Government Code Section 54956.9(d) (4) - two potential cases.

3. Antelope Valley Groundwater Cases Included Action:

Los Angeles County Waterworks District No. 40 v. Diamond Farming Co. Superior Court of California, County of Los Angeles, Case No. BC325201;
Los Angeles County Waterworks District No. 40 v. Diamond Farming Co. Superior Court of California, County of Kern, Case No. S-1500-CV-254-348; Wm. Bolthouse Farms, Inc. v. City of Lancaster, Diamond Farming Co. v. City of Lancaster, Diamond Farming Co. v. Palmdale Water District
Superior Court of California County of Riverside, consolidated actions; Case Nos. RIC 353 840, RIC 344 436, RIC 344 668

4. Ramos v Patino, LASC Case No. MC027974

5. Rahier v. City of Lancaster, LASC Case No. 19AVCV00163

6. Brisa Mahoney, et al. v. City of Lancaster, et al., LASC Case No. 2OSTCV02556

7. Manzo v. Beazer Homes Holdings, LLC et al., LASC Case No. 20AVCV00297

8. Hernandez v. County of Los Angeles, et al., LASC Case No. 20AVCV00318

9. Romines v. City of Lancaster, et al,, LASC Case No. 20AVCV00345

10. Moujan v. City of Lancaster et al., LASC Case No. 20AVCV00205

11. Davis v. State of California, LASC Case No. 19AVCV00805

12. Lancaster v. Netflix, et al., LASC 21STCV01881

13. Butts v. Lancaster, LASC 21STCP00389

CITY COUNCIL/SUCCESSOR AGENCY/FINANCING/POWER/CALIFORNIA CHOICE ENERGY AUTHORITY

REGULAR MEETING AGENDA
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14. Lancaster v. Rives

15. Myesha Lopez, et al. v. County of Los Angeles, et al. CDCA Case No. 5:21-cv-00290- JGB(SHKx)

16. Ortiz v. Lancaster, LASC Case No. 21AVCV00001

17. Aijala v. Lancaster, LASC Case No. 21STCV07841

18. Gardner v. Dominoids, LASC Case No. 21AVCV00186

19. Evans v. Lancaster, LASC Case No. 21AVCV00145

20. Bojorquez v. Lancaster, LASC Case No. 20AVCV00894

21. Arkey v. Lancaster, LASC Case No.20AVCV00816

22. Perez v. Lancaster, LASC Case No. 20AVCV00589

23. Serrano v. Los Angeles County et al. LASC Case No. 21AVCV00562

24. Jackson v. RE Schultz Construction et al. LASC Case No. 21AVCV00863

ADJOURNMENT
Next Regular Meeting:

August 9, 2022 at 5:00 PM

MEETING ASSISTANCE INFORMATION
In compliance with the Americans with Disabilities Act, this meeting will be held at a location accessible to persons with disabilities; if you need special assistance to participate in this meeting, please contact the City Clerk at (661)723-6020. Services such as American Sign Language interpreters, a reader during the meeting, and/or large print copies of the agenda are available. To ensure availability, you are advised to make your request at least 72 hours prior to the meeting/event you wish to attend. Due to difficulties in securing sign language interpreters, five or more business days notice is strongly recommended. For additional information, please contact the City Clerk at (661)723-6020.

AGENDA ADDENDUM INFORMATION
On occasion items may be added after the agenda has been mailed to subscribers. Copies of the agenda addendum item will be available at the City Clerk Department and are posted with the agenda on the windows of the City Council Chambers. For more information, please call the City Clerk Department at (661) 723-6020.

All documents available for public review are on file with the City Clerk Department.

CITY COUNCIL/SUCCESSOR AGENCY/FINANCING/POWER/CALIFORNIA CHOICE ENERGY AUTHORITY

REGULAR MEETING AGENDA
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1 Tuesday, June 28, 2022

CALL TO ORDER
Vice Mayor Crist called the meeting of the Lancaster City Council/Successor Agency/Housing/Financing/Power/California Choice Energy Authority to order at 5:01 p.m.

ROLL CALL
PRESENT: City Council Members / Agency Directors / Authority Members: Dorris, Malhi Mann, Vice Mayor/Vice Chairman Crist
ABSENT: Mayor Parris
On a motion by Council Member Mann and seconded by Council Member Dorris, the City Council EXCUSED Mayor Parris from the June 14, 2022 City Council meeting, by the following vote: 4-0-0-1; Ayes: Dorris, Malhi, Mann, Crist; Noes: None; Abstain: None; Absent: Parris.

ROLL CALL
PRESENT: Housing Authority Members: Malhi, Mann, Vice Chair Crist, ABSENT: Housing Authority Members: Harvey, Chair Szeto
STAFF MEMBERS: City Manager/ Executive Director; City Attorney/Agency/Authority Counsel; City Clerk/Agency/Authority Secretary; Parks, Recreation and Arts Director; Finance & Technology Director.

INVOCATION
Council Member Darrell Dorris

PLEDGE OF ALLEGIANCE
CC 2
7/12/2022
JC
2 Council Member Ken Mann
JCC 1. ANTELOPE VALLEY MOSQUITO AND VECTOR CONTROL

DISTRICT BALLOT ASSESSMENT
On a motion by Council Member Mann and seconded by Council Member Malhi, the City Council, Successor Agency Authority directed the City Manager/Executive Director, or his designee, to vote yes on the official ballot for the Antelope Valley Mosquito and Vector Control District to increase the proposed annual assessment for improved mosquito, vector and disease testing and control services, by the following vote: 4-0-0-1; Ayes: Dorris, Malhi, Mann, Crist; Noes: None; Abstain: None; Absent: Parris
On a motion by Housing Authority Member Mann and seconded by Housing Authority Member Malhi, the Housing Authority directed the City Manager/Executive Director, or his designee, to vote yes on the official ballot for the Antelope Valley Mosquito and Vector Control District to increase the proposed annual assessment for improved mosquito, vector and disease testing and control services, by the following vote: 3-0-0-2; Ayes: Malhi, Mann, Crist; Noes: None; Abstain: None; Absent: Harvey, Szeto
CCEA CC 1. AMEND LEGAL SERVICES AGREEMENT FOR BRAUN BLAISING SMITH WYNN P.C. PROFESSIONAL SERVICES AGREEMENT FOR

HALL ENERGY LAW PC
On a motion by Council Member Dorris and seconded by Council Member Malhi, the City Council approved item number CCEA CC 1 as comprised, by the following vote: 4-0-0-1; Ayes: Dorris, Malhi, Mann, Crist; Noes: None; Abstain:

None; Absent: Parris
Recommendation(s):
a. Amended a Legal Services Agreement with Braun Blaising Smith Wynn P.C. to an amount not to exceed $430,000 for regulatory legal services in support of California Choice Energy Authority and its member agencies, and authorized the Executive Director, or his designee, to sign all documents. b. Amended a Professional Services Agreement for Legal Services with Hall Energy Law PC to an amount not to exceed $175,000 for transactional legal services in support of California Choice Energy Authority and its member agencies, and authorized the Executive Director, or his designee, to sign all documents.
3 CCEA CC 2. ADOPT RESOLUTION NO. CCEA 2-22 GRANTING AUTHORITY TO

THE EXECUTIVE DIRECTOR TO ENTER INTO CERTAIN CONTRACTS ON

BEHALF OF CALIFORNIA CHOICE ENERGY AUTHORITY AND REPEALING RESOLUTION NO. CCEA 02-18
On a motion by Council Member Dorris and seconded by Council Member Mann, the City Council/Agency Authority adopted Resolution No. CCEA 2-22, granting authority to the Executive Director to enter into certain contracts on behalf of California Choice Energy Authority (CalChoice) and repealing Resolution No. CCEA 02-18, by the following vote: 4-0-0-1; Ayes: Dorris, Malhi, Mann, Crist; Noes: None; Abstain: None; Absent: Parris

CONSENT CALENDAR
On a motion by Council Member Mann and seconded by Council Member Dorris, the City Council APPROVED the Consent Calendar as currently comprised, by the following vote: 4-0-0-1; Ayes: Dorris, Malhi, Mann, Crist; Noes: None; Abstain: None; Absent: Parris
CC 1. ORDINANCE WAIVER
Waived further reading of any proposed ordinances. (This permits reading the title only in lieu of reciting the entire text.)
CC 2. MINUTES
Approved the City Council/Successor Agency/Housing/Financing/Power/ California Choice Energy Authority Regular Meeting Minutes of June 14, 2022.

CC 3. CHECK & WIRE REGISTERS
Approved the Check and Wire Registers for May 29, 2022 through June 11, 2022 in the amount of $3,597,178.29 as presented.

CC 4. MONTHLY REPORT OF INVESTMENTS
Accepted and approved the May 2022 Monthly Report of Investments as submitted.

CC 5. EXTENSION OF CONTRACT WITH TIP TOP ARBORISTS, INC., FOR

TREE TRIMMING SERVICES
4 1. Approved one-year contract extension with Tip Top Arborists, Inc., of Lancaster, CA, for professional tree maintenance and management services, for an estimated amount not to exceed $517,650.00.

2. Authorized the City Manager, or his designee, to sign all documents.

CC 6. AGREEMENT WITH CALIFORNIA DEPARTMENT OF

TRANSPORTATION FUNDS FOR THE AMARGOSA RECREATION

TRAIL GRANT
a. Adopted Resolution No. 22-31, authorizing the Senior Director of Development Services to execute agreements with the California Department of Transportation for the Amargosa Recreation Trail Project; b. Executed agreement with the California Department of Transportation for the grant awarded to be used for the Amargosa Recreation Trail Project in the amount of $5,000,000;
b. Appropriated $5,000,000 in grant funds to account number 349-15TR003-924; c. Authorized the City Manager, Senior Director of Development Services or their designee to execute all related documents.

CC 7. MEMORANDUM OF UNDERSTANDING WITH ANTELOPE VALLEY

ECONOMIC DEVELOPMENT AND GROWTH ENTERPRISE

1. Approved a Memorandum of Understanding with Antelope Valley Economic Development and Growth Enterprise (AV EDGE) related to regional economic development initiatives.

2. Authorized the City Manager or his designee to finalize and execute all related documents.

CC 8. APPROVAL OF THE PROJECT CHANGE REQUEST RENEWAL WITH

IBM FOR THE CONTINUED OPERATION OF THE LANCASTER

INNOVATION PLATFORM

1. Approved the Project Change Request (PCR 6) with IBM for the continued operation of the Lancaster Innovation Platform utilizing IBM Watson Solutions for data analysis.
5 2. Authorized the City Manager, or his designee, to finalize and execute the PCR 6 agreement.

CC 9. FISCAL YEAR 202/21 FINANCIAL AUDIT
Received audited annual financial report for City of Lancaster, CA Fiscal Year ending June 30, 2021.

CC 10. TDA ARTICLE 8 FY 2021-22 APPLICATION FOR AVAILABLE FUNDS Approved Resolution No. 22-32, authorizing the City Manager, or his designee, to apply for $7,020,328 of funds available to the City of Lancaster from Los Angeles County Metropolitan Transportation Authority (LACMTA).

CC 11. GOVERNMENT WASTE TIRE CLEANUP GRANT PROGRAM FOR
FISCAL YEAR 2022-2023 THROUGH FISCAL YEAR 2026-2027
Adopted Resolution No. 22-33, authorizing the submittal of application to the California Department of Resources Recycling and Recovery (CalRecycle) under the Local Government Waste Tire Cleanup Grant Program for which the City of Lancaster is eligible; and if selected, approving the execution of standard agreements and any amendments thereto, any related documents necessary to participate, and continued participation of previously awarded grants.

CC 12. ADOPT RESOLUTION NO. 22-34 GRANTING AUTHORITY TO CITY

MANAGER TO ENTER INTO CERTAIN CONTRACSTS ON BEHALF

OF LANCASTER CHOICE ENERGY AND RESCINDING AND
REPLACING RESOLUTION NO. 15-44
That the City Council adopted Resolution No. 22-34 Granting Authority to the City Manager to Enter into Certain Contracts on behalf of Lancaster Choice Energy and Rescinding and Replacing Resolution No. 15-44.

CC 13. LANCASTER NATIONAL SOCCER CENTER EMERGENCY WELL

PUMP REPLACEMENT
Per the Public Contract Code 22035 & 22050 Emergency Contracting Procedures, accepted update on Lancaster National Soccer Center Emergency Well Pump Replacement.
6 CC 14. ADOPTION OF ORDINANCE NO. 1090
Adopted Ordinance No. 1090, amending section 17.20.730, 17.20.740 and

17.20.750 of the zoning ordinances (Title 17 of the Lancaster Municipal Code), to provide flexibility and opportunities for additional housing types.

CC 15. PURCHASE AND SALE AGREEMENTS

1. Authorized the City Manager, with the concurrence of the City Attorney, to negotiate, finalize and execute a purchase and sale agreement with each property owner to acquire the properties identified in this staff report.

2. Authorized the City Manager, with the concurrence of the City Attorney, to negotiate the purchase price of each parcel consistent with the appraised values set forth in this staff report and the City Manager’s authority set forth in the Municipal Code.

3. Authorized the City Manager, with the concurrence of the City Attorney, to execute a purchase and sale agreement, grant deed and such other documents as may be necessary to transfer said properties to the Antelope Valley Transit Authority in exchange for full reimbursement of the City’s costs.

4. Made findings that the transfer of these properties to the Antelope Valley Transit Authority by the City is exempt from the Surplus Land Act pursuant to Government Code 54221(f)(1)(D) because the City is transferring the property to another public agency for that public agency’s use.

PH 1.LANCASTER LANDSCAPE MAINTENANCE DISTRICT NO. 1 LEVY OF ANNUAL ASSESSMENT FOR FISCAL YEAR 2022-2023
Vice Mayor Crist opened the public hearing.

Nicole Jones, Analyst-Public Works presented the staff report on item numbers PH 1 through PH 5.

Vice Mayor Crist closed the public hearing at this time.

On a motion by Council Member Mann and seconded by Council Member Malhi the City Council, adopted Resolution No. 22-35, confirming the diagram and assessments, and ordering the levying of an assessment in the Lancaster Lighting Maintenance District No. 1 for Fiscal Year 2022-2023, by the following vote: 4-0- 0-1; Ayes: Dorris, Malhi, Mann, Crist; Noes: Mann; Abstain: None; Absent:

Parris
7 PH 2. LANCASTER LIGHTING MAINTENANCE DISTRICT LEVY OF ANNUAL ASSESSMENT FOR FISCAL YEAR 2022-2023
Vice Mayor Crist opened the public hearing.

Addressing the Council at this time:

Fran Sereseres- discussed lighting issues at Hero’s Park.

Vice Mayor Crist closed the public hearing at this time.

On a motion by Council Member Dorris and seconded by Council Member Mann the City Council, adopted Resolution No. 22-36, confirming the diagram and assessments, and ordering the levy of an assessment in the Lancaster Lighting Maintenance District for Fiscal Year 2022-2023, by the following vote: 4-0-0-1; Ayes: Dorris, Malhi, Mann, Crist; Noes: Mann; Abstain: None; Absent: Parris PH 3. LANCASTER DRAINAGE BENEFIT ASSESSMENT DISTRICT LEVY OF ANNUAL ASSESSMENT FOR FISCAL YEAR 2022-2023
Vice Mayor Crist opened the public hearing.

Vice Mayor Crist closed the public hearing at this time.

On a motion by Council Member Dorris and seconded by Council Member Malhi the City Council, adopted Resolution No. 22-37, confirming the diagram and assessments, and ordering the levy of an assessment in the Lancaster Drainage Benefit Assessment District for Fiscal Year 2022-2023, by the following vote: 4- 0-0-1; Ayes: Dorris, Malhi, Mann, Crist; Noes: Mann; Abstain: None; Absent:

Parris
PH 4. LEVYING LANCASTER SEWER SYSTEM SERVICE CHARGES FOR FISCAL YEAR 2022-2023
Vice Mayor Crist opened the public hearing.

Vice Mayor Crist closed the public hearing at this time.

On a motion by Council Member Dorris and seconded by Council Member Mann the City Council adopted Resolution No. 22-38, a resolution of the City Council of the City of Lancaster, California, levying Lancaster Sewer System Service Charges for maintenance and servicing of the Lancaster Sewer System for Fiscal Year 2022-2023, by the following vote: 4-0-0-1; Ayes: Dorris, Malhi, Mann, Crist; Noes: Mann; Abstain: None; Absent: Parris
8 PH 5. LANCASTER MAINTENANCE DISTRICT ANNEXATIONS
Vice Mayor Crist opened the public hearing.

Allison Burns, City Attorney advised Council on procedure for ballot assessment tabulation
Andrea Alexander, City Clerk announced results of tabulated ballot assessments stating seven (7) yes votes and five (5) no votes.

Allison Burns, City Attorney announced the need to continue public hearing to July 12, 2022 to receive additional documentation from property owners.

PH 6. ANALYSIS OF IMPEDIMENTS TO FAIR HOUSING CHOICE AND

FAIR HOUSING PLAN
Vice Mayor Crist opened the public hearing.

Addressing the Council at this time:

Fran Sereseres- sought clarification on this item.

Vice Mayor Crist closed the public hearing at this time.

On a motion by Council Member Mann and seconded by Council Member Malhi the City Council, adopted Resolution No. 22-40, approving the Analysis of Impediments to Fair Housing Choice and Fair Housing Plan, by the following vote: 4-0-0-1; Ayes: Dorris, Malhi, Mann, Crist; Noes: Mann; Abstain: None;

Absent: Parris
PH 7. Lancaster Tourism Business Improvement District
Vice Mayor Crist opened the public hearing.

Sydney Yeseta, Assistant Manager-Economic Development presented the staff report on this item.

Allison Burns, City Attorney announced the procedure for submitting protests.

Andrea Alexander, City Clerk announced that no protests were received regarding this item.

Vice Mayor Crist closed the public hearing at this time. 9 On a motion by Council Member Mann and seconded by Council Member Malhi the City Council, adopted Resolution No. 22-41, declaring results of majority protest proceedings and renewing the Lancaster Tourism Business Improvement District., by the following vote: 4-0-0-1; Ayes: Dorris, Malhi, Mann, Crist; Noes:

Mann; Abstain: None; Absent: Parris
JCB 1.FISCAL YEAR 2022-2023 BUDGETS AND FIVE-YEAR CAPITAL

IMPROVEMENT PROGRAM
Jason Caudle, City Manager and George Harris, II, Director of Finance & Technology presented the staff report on this item.

Addressing the Council at this time:

Patti D.- discussed need to have pickleball courts.

Speaker 2- discussed positioning of pickleball courts.

Speaker 3- discussed positioning of pickleball courts and noise factors surrounding pickleball courts near tennis courts.

Vice Mayor Crist directed staff to research including pickleball courts in the plans for the Antelope Valley Fairgrounds Event Center.

Fran Sereseres- discussed use of open location at Hero’s Park and sought clarification of funds allocated to Americans with Disabilities Act (ADA) compliance.

On a motion by Council Member Mann and seconded by Council Member Malhi the City Council approved item number JCB 1 as comprised, by the following vote: 4-0-0-1; Ayes: Dorris, Malhi, Mann, Crist; Noes: Mann; Abstain: None;

Absent: Parris
City Council and City Council acting as Lancaster Housing Authority, Lancaster Choice Energy, and Lancaster Power Authority Recommendations:
a. Adopted Resolution 22-42, adopting the proposed City of Lancaster Fiscal Year 2022-2023 General Fund Operating Budget, Special Funds Budget and Capital Improvement Program Budget.
b. Adopted Resolution 22-43, establishing the annual Appropriations Limit for Fiscal Year 2022-2023.
c. Adopted Resolution 22-44 (HR resolution)
10 California Choice Energy Authority (CCEA) Board Recommendation:

Adopted the proposed CCEA Fiscal Year (FY) 2022-2023 Budget as presented.

CR 1. COUNCIL REPORTS
Council Member Dorris and Vice Chair Giovanni Pope (Social Equity Commission) provided a report on Juneteenth Celebration.

The Juneteenth Celebration video presentation recap was provided at this time.

Council Member Mann reported on the Destination Lancaster meeting with hotel owners.

Vice Mayor Crist reported on the Antelope Valley Transit Authority meeting to include requests from Los Angeles County to provide fair share of funding.

LANCASTER SUCCESSOR AGENCY
No action is required at this time.

LANCASTER FINANCING AUTHORITY
No action is required at this time.

LANCASTER POWER AGENCY
No action is required at this time.

CITY MANAGER / EXECUTIVE DIRECTOR ANNOUNCEMENTS
Jason Caudle, City Manager announced upcoming events such as Cool Summer Nights at Tierra Bonita Park and the Lancaster Community Center’s program entitled “How Money Works.” The City Manager also discussed ongoing construction to install recycled waterline at Ave K interchange.

CITY CLERK/AGENCY/AUTHORITY SECRETARY ANNOUNCEMENT
The City Clerk provided the public with the procedure to address the City Council/Successor Agency/Authority regarding non-agendized items.

PUBLIC BUSINESS FROM THE FLOOR - NON-AGENDIZED ITEMS
Addressing the Council at this time:

Jim Quellman- discussed issues with construction near his property.

COUNCIL/AUTHORITY COMMENTS
11 None

ADJOURNMENT
Vice Mayor Crist adjourned the meeting at 6:04 p.m. and stated the next meeting will be held on July 12, 2022 at 5:00 p.m.

PASSED, APPROVED and ADOPTED this 12th day of July 2022, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

ATTEST: APPROVED:
__________________________ _____________________________ ANDREA ALEXANDER R. REX PARRIS

CITY CLERK MAYOR/CHAIRMAN

AGENCY/AUTHORITY SECRETARY
STATE OF CALIFORNIA }
COUNTY OF LOS ANGELES }ss
CITY OF LANCASTER }

12 CERTIFICATION OF MINUTES

CITY COUNCIL/SUCCESSOR AGENCY/FINANCING/POWER/CALIFORNIA CHOICE

ENERGY AUTHORITY
I, ___________________________, ___________________________ of the City of Lancaster, CA, do hereby certify that this is a true and correct copy of the original City Council/Successor Agency/Financing/ Power/California Choice Energy Authority Minutes, for which the original is on file in my office.

WITNESS MY HAND AND THE SEAL OF THE CITY OF LANCASTER, CA on this _______________ day of ______________________, ____________. (seal)
__________________________________

STAFF REPORT
City of Lancaster
Date: July 12, 2022
To: Mayor Parris and City Council Members
From: George N. Harris II, Finance Director
Subject:Check Registers-June 12, 2022, through June 25, 2022 ______________________________________________________________________________ Recommendation:

Approve the Check and Wire Registers for June 12, 2022, through June 25, 2022, in the amount of $5,269,913.14 as presented.

Fiscal Impact:
$5,269,913.14 as detailed in the Check Registers.

Background:

Check Nos.: 7426621-7426859 $ 5,100,155.74
ACH/Wire Check Nos.: 101011035-101011035 $ 169,757.40 $ 5,269,913.14
Voided Check No.: 7426791
Voided ACH/Wire No.: N/A

GH:sp
Attachments:

Check Register
ACH/Wire Register
CC 3
07/12/22
JC
City of Lancaster Check Register
From Check No.: 7426621 - To Check No.: 7426859
Printed: 6/29/2022 12:18 From Check Date: 06/12/22 - To Check Date: 06/25/22 Check No Supplier Supplier Name Invoice Description Invoice Amt Charge Code GL Amount 7426621 06066 A T & T DOJ-05/22-PHONE-BAN 9391067128 201.94 112 4315651 201.94 7426622 06576 A V CHEVROLET FLEET REPL VEH-22 CHEVY SILVER 39,646.62 203 4753762 39,646.62 7426623 11010 COUNTRY SWEETHEART LLC BAL-CHEVEL SHEPHERD-06/18/22 6,972.00 101 2177003 (528.00) 101 4650318 7,500.00
6,972.00 6,972.00
7426624 05387 COURSON, ROBERT RC-BOOT/PANTS/SHORTSREIMBURS 500.00 203 4752220 500.00 7426625 08890 DE LA CRUZ, LARISSA LD-MLG -LAS VEG-05/22-24/22 312.39 101 4771200 312.39 7426626 10134 HAKOLA, JOSHUA JH-BOOTS REIMBURSEMENT 338.38 101 4753220 338.38 7426627 07700 HIX, SHELDON SH-PR DM-LONG BECH 6/22-23/22 111.00 480 4755200 55.50 480 4755200 55.50
111.00 111.00
7426628 D0412 KATZ, BRUCE BK-PR DM LONG BCH-06/22-23/22 111.00 480 4755200 55.50 480 4755200 55.50
111.00 111.00
7426629 1296 L A CO CLERK-ENVIRO FILINGS NOD-HE-PRO-FEE-EVIRO-DOCS 2,623.00 101 4770263 2,623.00 7426630 D2287 LANCASTER CODE ENFRCMNT ASSN UNION DUES-PP 12/2022 150.00 101 2171000 150.00 7426631 D3151 LNCSTR MUSEUM/PUBLIC ART FNDTN LMPAF-HS ART AWARD 100.00 106 4430200 100.00 7426632 11064 OLYMPUS GROUP MASCOT-PRO-2022-50% DP 9,191.86 101 4205301 9,191.86 7426633 A7221 P E R S LONG TERM CARE PROGRAM LONG TERM CARE PREM-PP 12/2022 645.84 101 2170200 645.84 7426634 1705 QUARTZ HILL WATER DISTRICT 04/30-05/31 WATER SVC 84.60 101 4620654 42.30 101 4620682 42.30

84.60 84.60
7426635 C7654 SMITH, WADE WS-BOOT REIMBURSEMENT 328.19 111 4753220 328.19 7426636 03154 SO CA EDISON 04/11/22-05/31/22 ELECTRIC SVC 5,027.29 101 4634652 4,550.61 203 4754652 195.20
483 4754660 281.48
5,027.29 5,027.29
7426637 1907 SO CA GAS COMPANY 04/29/22-06/03/22 GAS SVC 92.72 101 4600603 15.78 101 4620655 62.15
101 4631655 14.79

92.72 92.72

Page 1 of 17 ends

City of Lancaster Check Register
From Check No.: 7426621 - To Check No.: 7426859
Printed: 6/29/2022 12:18 From Check Date: 06/12/22 - To Check Date: 06/25/22 Check No Supplier Supplier Name Invoice Description Invoice Amt Charge Code GL Amount 7426638 D0617 STEWART, BENJAMIN BS-PR DM-LONG BCH-06/22-23/22 111.00 480 4755200 55.50 480 4755200 55.50
111.00 111.00
7426639 10131 STOCK, LAWRENCE 05/22-COMM DISEASES ADVICE 5,000.00 101 4431301 5,000.00 7426640 C2555 TIME WARNER CABLE 06/22-NTERNET SVC 213.21 112 4315651 213.21 7426641 09754 TOYOTA OF LANCASTER FLT RPLCMNT-22 TOYOTA RAV4 32,837.71 101 4753762 8,848.47 111 4753762 23,989.24
32,837.71 32,837.71
7426642 C3660 A V AIR QUALITY MGMT DISTRICT MTNC YD-RENEWAL GASOLINE 761.09 111 4753311 229.88 203 4752311 531.21
OMP-AVAQMD 531.21 101 4634311 531.21
ESP-PERMIT RENEWAL 531.21 101 4631311 531.21 JRP-PERMIT RENEWAL 531.21 101 4631311 531.21 2,354.72 2,354.72
7426643 06576 A V CHEVROLET EQ7610 261.47 111 4753207 261.47 7426644 03854 A V JANITORIAL SUPPLY MTNC YD-NIKRO VAACUUM 5,043.94 203 4752208 5,043.94 7426645 08979 A V PEST CONTROL RDP-PEST CONTROL 65.00 101 4634301 65.00 PDW-PEST CONTROL 75.00 101 4634301 75.00 140.00 140.00
7426646 00107 A V PRESS LPAC-PERFORMANCE ADS 473.12 101 4650205 473.12 7426647 06294 A V WEB DESIGNS LPAC-06/22-MONTH HOSTING CHGS 99.95 101 4650301 99.95 7426648 07489 ACCESSO SHOWARE PAC-05/22-TICKET/DONATN SALES 2,101.75 112 4315302 2,101.75 7426649 05445 ADELMAN BROADCASTING, INC KGBB-FM-FRWRK SFTY/SUMMER EVNT 1,960.00 101 4100301 1,960.00 KEPD-FM-FRWRK SFTY/SUMMER EVNT 1,860.00 101 4100301 1,860.00 KRAJ-FM-FRWRK SFTY/SUMMER EVNT 1,760.00 101 4100301 1,760.00 KZIQ-FM-FRWRK SFTY/SUMMER EVNT 1,760.00 101 4100301 1,760.00 KGIL-FM-FRWRK SFTY/SUMMER EVNT 1,760.00 101 4100301 1,760.00 KLOA-AM-FRWRK SFTY/SUMMER EVNT 900.00 101 4100301 900.00 10,000.00 10,000.00
7426650 08894 ADHERENCE COMPLIANCE INC CANNABIS CONSULTING SERVICES 9,750.00 101 4230301 9,750.00 7426651 05956 ADVANCED PRINTING & GRAPHICS PW-MAGNET 12X14 (22) 345.52 101 4245500 345.52 7426652 00338 ALL-PHASE ELECTRIC SUPPLY CO MOAH-TRACK LIGHTS 4,514.74 101 4653257 4,514.74 7426653 D3147 AMERICAN PLUMBING SERVICES,INC CH-TOILET LEAKING FIX 230.00 101 4633402 230.00 CH-FAUCET REPAIR 775.00 101 4632402 775.00 1,005.00 1,005.00

Page 2 of 17 ends

City of Lancaster Check Register
From Check No.: 7426621 - To Check No.: 7426859
Printed: 6/29/2022 12:18 From Check Date: 06/12/22 - To Check Date: 06/25/22 Check No Supplier Supplier Name Invoice Description Invoice Amt Charge Code GL Amount 7426654 02693 ANDY GUMP, INC HP-FENCE RENTAL 17.86 101 4634602 17.86 OMP-FENCE RENTAL 44.98 101 4634602 44.98

62.84 62.84
7426655 10419 ANTHROPOLOGICAL RESEARCH CONTNATIVE AMERICAN LIAISON 2022 2,500.00 101 4653272 2,500.00 7426656 C9805 ARROW TRANSIT MIX INC READY MIX CONCRETE 710.46 203 4752410 710.46 7426657 10227 AVEDGE CH-QEVENT-22BUSSUMMIT TICKET 800.00 101 4790206 800.00 7426658 04151 AXES FIRE INC FIRE EXTINGUISHER RECHARGES 105.00 111 4753207 105.00 7426659 11071 BOWLING, HEATHER HB-MOAH-ANNUAL JURY ART EXH 300.00 101 4651251 300.00 7426660 D0629 CA ASSOC OF CODE ENF OFFICERS JR-MODULE0 6.20.22 REGISTRA 600.00 101 4245200 600.00 7426661 C7725 CA CONTRACT CITIES ASSOCIATION ANNUAL MEMBERSHIP DUES FY22 5,500.00 101 4200206 5,500.00 7426662 11069 CHE, MICHAEL MC-MOAH-ANNUAL JURY ART EXH 300.00 101 4651251 300.00 7426663 11070 CHO, MIKYUNG MC-MOAH-ANNUAL JURY ART EXH 300.00 101 4651251 300.00 7426664 C2185 CLARK PEST CONTROL CH-COVID 19 CLEAN & DISINFECT 880.00 101 4431301 880.00 7426665 05128 CLEANSTREET 05/22-MONTHLY HANDWORK/BK LNS 6,535.42 203 4752450 6,535.42 7426666 08484 CONSOLIDATED ELECTRCL DIST INC RPLC PARTS FOR BLVD DCRTV POLE 7,716.40 483 4754460 7,716.40 7426667 09159 CUSTOM TRUCK ONE SOURCE, L.P. EQ4373 550.60 111 4753207 550.60 7426668 04231 D M R TEAM, INC CP21006-AVE K RECLAIMED WTR 12,675.00 210 15BR004924 12,675.00 7426669 03311 DELTA LIQUID ENERGY FUEL(10.3GL) 51.96 203 4752230 51.96 FUEL(26.52GL) 133.00 203 4752230 133.00 184.96 184.96
7426670 10409 DENNY'S 7354 SHOP MORE LANC-GFTCD-REIMB 660.00 101 4431307 660.00 7426671 10130 DESERT DELI SHOP MORE LANC-GFTCD-REIMB 160.00 101 4431307 160.00 7426672 A0925 DESERT HAVEN ENTERPRISES CH-COVID 19 CLEAN & DISINFECT 1,211.21 101 4431301 1,211.21 7426673 00414 DESERT LOCK COMPANY ZELDAS-DOOR HANDLE SERVICE 140.00 101 4650403 140.00 CH-LOCK PICKING SERVICE 70.00 101 4633403 70.00 210.00 210.00
7426674 10511 DIAMOND FORD EQ4358 201.86 111 4753207 201.86 7426675 09811 DUNN CONSULTING 05/22-LEGISLATIVE CNSLTNG SVC 5,000.00 101 4200301 5,000.00 7426676 10137 DYBDAHL, PAUL CH-CONF ROOM TABLE STRIP,SAND 1,990.00 101 4633402 1,990.00

Page 3 of 17 ends

City of Lancaster Check Register
From Check No.: 7426621 - To Check No.: 7426859
Printed: 6/29/2022 12:18 From Check Date: 06/12/22 - To Check Date: 06/25/22 Check No Supplier Supplier Name Invoice Description Invoice Amt Charge Code GL Amount 7426677 10911 EKC ENTERPRISES INC MULTI-FORMAT CARD READER(2) 439.13 101 4245350 439.13 CABLING & HARDWARE INSTAL 21,365.00 101 4245350 21,365.00 21,804.13 21,804.13
7426678 09614 ENCOMPASS CONSULTANT GROUP INCCP23009 AVTA BUS STOP 651 4,955.80 207 11BS033924 4,955.80 CP23009 AVTA BUS STOP 651 8,565.00 207 11BS033924 8,565.00 13,520.80 13,520.80
7426679 D2427 ENVIRONMENTAL SOUND SOLUTIONS MAIN ON LEASED EQUIPMENT 65.00 101 4633301 65.00 MAIN ON LEASED EQUIPMENT 65.00 101 4633301 65.00 130.00 130.00
7426680 D3240 FASTENAL COMPANY ENVIROMENTAL-UNIFORMS 1,123.78 101 4754209 731.70 101 4754406 226.70
101 4754657 165.38
FLEET(COVID)- OFFICE SUPPLIES 28.12 101 4431250 28.12 TRANSPORTAION-TOOLS 329.67 203 4754208 111.73 203 4754455 217.94
FLEET-GLOVES 740.38 111 4753209 44.08
111 4753214 696.30
ENVIRO-GLOVES 98.10 101 4754209 13.22 101 4754209 13.22
101 4754406 71.66
2,320.05 2,320.05
7426681 00617 FEDERAL EXPRESS CORPORATION EXPRESS MAILINGS 35.67 101 4650212 35.67 7426682 10435 FOOTHILL COMMUNICATIONS INC RADIO RENTALS(10) 22,805.80 349 4240771 22,805.80 7426683 08441 FRANKLIN TRUCK PARTS INC EQ3998 53.22 111 4753207 53.22 EQ3769 872.99 111 4753207 872.99
EQ3770 46.71 111 4753207 46.71
EQ3770 39.55 111 4753207 39.55
1,012.47 1,012.47
7426684 10888 GONZALEZ PROPERTY SVCS JRP-GRAFFITI 975.00 101 4630460 975.00 JRP-GRAFFITI 970.00 101 4630460 970.00
JRP-FENCE VANDALISM 560.00 101 4630460 560.00 JRP-GRAFFITI 990.00 101 4630460 990.00
JRP-RESTROOMS VANDALISM 990.00 101 4630460 990.00 EDP-GRAFFITI 690.00 101 4630460 690.00
JRP-VANDALISM-DOOR/ROOF REP 990.00 101 4630460 990.00 JRP-VANDALISM-GRAFFITI REMV 475.00 101 4630460 475.00 SKT-VANDALISM-GRAFFITI REMV 650.00 101 4630460 650.00 PBP-FLAG POLE REPAIR 485.00 101 4631402 485.00 SKT-VANDALISM-GRAFFITI REMV 675.00 101 4630460 675.00 OMP-LIGHT COVER REPAIR 435.00 101 4634402 435.00 SKT-VANDALISM-GRAFFITI REMV 695.00 101 4630460 695.00 JRP-VANDALISM-ROOF REPAIRS 460.00 101 4630460 460.00 JRP-VANDALISM-GRAFFITI REMV 865.00 101 4630460 865.00

Page 4 of 17 ends

City of Lancaster Check Register
From Check No.: 7426621 - To Check No.: 7426859
Printed: 6/29/2022 12:18 From Check Date: 06/12/22 - To Check Date: 06/25/22 Check No Supplier Supplier Name Invoice Description Invoice Amt Charge Code GL Amount PBP-VANDALISM-GRAFFITI REMV 690.00 101 4630460 690.00 JRP-VANDALISM-VENT REPAIR 685.00 101 4630460 685.00 SKT-VANDALISM-PUMP BOX REP 535.00 101 4630460 535.00 12,815.00 12,815.00
7426685 10948 GRAMMARLY, INC IT-GRAMMARLY(50)-04/22-03/23 7,000.00 112 4315302 7,000.00 7426686 05822 H & H AUTO PARTS WHOLESALE EQ3763-ALTERNATORASY (27.56) 111 4753207 (27.56) EQ3851-LUBE SPIN-ON 4.49 111 4753207 4.49 EQ3763 SENSOR 57.97 111 4753207 57.97 EQ3763-ELEMENTASY 193.14 111 4753207 193.14 EQ1527-OIL, FILTER 93.07 111 4753207 93.07 EQ6825 ELEMENT, FILTER 42.06 111 4753207 42.06 363.17 363.17
7426687 00849 HAAKER EQUIPMENT CO EQ3988 192.28 111 4753207 192.28 7426688 03631 HARRIS & ASSOCIATES, INC. PROF SVCS-05/01-28/22 13,643.55 480 4700301 908.00 480 4700301 3,293.73
482 4700301 6,487.57
483 4700301 1,480.50
484 4700301 1,473.75
13,643.55 13,643.55
7426689 09095 HDL COREN & CONE 04/22-06/22-TRANSAC-TAX SVCS 600.00 101 4432301 600.00 7426690 819 HERC RENTALS INC OMP-LIFT RENTAL 633.15 101 4634602 633.15 7426691 C9535 HILLYARD/LOS ANGELES TRASH CAN LINERS 528.90 101 4633406 528.90 7426692 C4032 HOUSING RIGHTS CENTER CDBG FAIR HOUSING PROGRAM 2022 NOV 2021 2,998.92 361 4342301 2,998.92 7426693 05750 I S C O MACHINERY PW-WATER TRCK RNTL-05/16-25/22 3,403.10 101 4245500 3,403.10 7426694 10778 INFINITY TECHNOLOGIES 05/22-GIS SUPPORT 14,625.00 112 4315302 14,625.00 05/22-GIS SUPPORT 7,055.00 112 4315302 7,055.00 21,680.00 21,680.00
7426695 D4004 J P POOLS TBP-SPLASH PAD INSTALL 6,500.00 104 4631402 6,500.00 7426696 D1903 KERN MACHINERY INC-LANCASTER EQ5850 1,064.17 111 4753207 1,064.17 EQ5850-CREDIT (5.31) 111 4753207 (5.31) 1,058.86 1,058.86
7426697 D2426 L A CO DEPT OF PUBLIC HEALTH ZELDA-LNSC-YEARLY PERMIT 762.00 101 4650301 762.00 7426698 1203 LANCASTER PLUMBING SUPPLY LMD-PLUMBING PARTS 678.32 482 4636404 678.32 B&G CLUB-TOILET PART/REPAIR 77.31 101 4633403 77.31 755.63 755.63
7426699 10162 LANDSCAPE CONNECTION GROUP RDP-RPR CRACKS-BASKETBALL CRTS 7,260.00 227 11BS036924 7,260.00 OMP-REPLACE DAMAGED STEPS 11,850.00 101 4630460 11,850.00

Page 5 of 17 ends

City of Lancaster Check Register
From Check No.: 7426621 - To Check No.: 7426859
Printed: 6/29/2022 12:18 From Check Date: 06/12/22 - To Check Date: 06/25/22 Check No Supplier Supplier Name Invoice Description Invoice Amt Charge Code GL Amount PDW-REPLACE GATE OPENERS 10,850.00 224 11GS011924 10,850.00 AVTA-MAINLINE REPAIR 725.00 207 4634402 725.00 JRP-REPAIR IRRIGATION VALVES 1,950.00 101 4631301 1,950.00 32,635.00 32,635.00
7426700 10853 LL2, INC LABORATORY DEVELOPMENT SVCS 20,000.00 101 11BS037924 20,000.00 LABORATORY DEVELOPMENT SVCS 20,000.00 101 11BS037924 20,000.00 40,000.00 40,000.00
7426701 04351 LYN GRAFIX NON-WOVEN TOTE BAGS(1000) 3,599.25 101 4245350 3,599.25 PW-R CLASS MESH SHIRTS(135) 6,076.66 203 4752209 123.16 203 4752209 5,953.50
9,675.91 9,675.91
7426702 04365 MARINA GRAPHIC CENTER CM-COMMENDATION FOLDERS(1000) 2,710.17 101 4100261 121.50 101 4100261 2,588.67
2,710.17 2,710.17
7426703 06663 MASON, MELINDA PHOTOS-SALVA GRAND OPENING 175.00 101 4205301 175.00 PHOTOS-JOE WALKER ANNIVERS 175.00 101 4205301 175.00 350.00 350.00
7426704 02454 MC MASTER-CARR SUPPLY CO STP-MAIN LINE REPAIR PARTS 553.58 101 4631404 553.58 7426705 D3578 MINUTEMAN PRESS CH-PCARD MAILERS(500)FOFDR 156.80 101 4649225 156.80 7426706 08562 NAPA AUTO PARTS CABIN AIR FILTER 40.32 111 4753207 40.32 EQ5850 OIL, FUEL, AIR FILTER 32.19 111 4753207 32.19 EQ5728 OIL FILTER 7.10 111 4753207 7.10 EQ3412-GAS TUBE, MANUAL NOZZLE 97.55 111 4753207 97.55 EQ3989-OIL FILTER 7.10 111 4753207 7.10 EQ3989-SOLENOID 79.07 111 4753207 79.07 EQ3768-AIR FILTER 28.75 111 4753207 28.75 EQ5619 POWERSPORT STARTER 310.01 111 4753207 310.01 EQ3834 PRESSURE SWITCH 26.70 111 4753207 26.70 EQ3834 RELAY 26.70 111 4753207 26.70
EQ6817 SPARK PLUG (8) 23.37 111 4753207 23.37 EQ5868 HVAC KNOB 9.22 111 4753207 9.22 EQ5853 AIR, CABIN AIR FILTER 52.84 111 4753207 52.84 EQ5853 AIR FILTER 25.28 111 4753207 25.28 766.20 766.20
7426707 11063 NAVARRO, BONNIE ANN LPAC-SPEAK EASY PHOTOGRAPHY 289.41 101 4650301 289.41 7426708 06636 P & J ELECTRIC INC LMS-OUTLET ADDITIONS 1,566.87 101 4632402 1,566.87 7426709 05741 P P G ARCHITECTURAL FINISHES LPAC-PAINT SUPPLIES 37.12 203 4752502 37.12 LPAC-PAINT SUPPLIES 104.11 203 4752230 104.11 PAINT SUPPLIES 74.25 203 4752502 74.25 PAINT SUPPLIES 37.12 203 4752502 37.12 PAINT SUPPLIES 37.12 203 4752502 37.12 PAINT SUPPLIES 22.44 203 4752502 22.44

Page 6 of 17 ends

City of Lancaster Check Register
From Check No.: 7426621 - To Check No.: 7426859
Printed: 6/29/2022 12:18 From Check Date: 06/12/22 - To Check Date: 06/25/22 Check No Supplier Supplier Name Invoice Description Invoice Amt Charge Code GL Amount 312.16 312.16
7426710 07249 PATRIOT PLUMBING EDP-VANDALISM-RESTROOM REP 670.08 101 4630460 670.08 7426711 05602 PETROLEUM EQUIPMENT CONST SRVS05/22-DESIGNATED OPERATOR INSP 175.00 111 4753402 175.00 7426712 08967 PIONEER ATHLETICS LNSC-NET REPAIR 730.96 101 4635404 730.96 7426713 10219 REDMAN CONSULTING PROF SVCS-SAFE RTS TO SCHOOL 38,467.50 101 4771301 31,180.00 101 4783301 7,287.50
38,467.50 38,467.50
7426714 03962 SAFETY KLEEN AUTOMATIC PARTS WASHER 142.38 111 4753657 142.38 7426715 10628 SALVA ANNIVER-GAL 2022- QTY (8) 400.00 101 4200202 400.00 7426716 11017 SCHULER, RICHARD W BONUS-ROCKY MNTN HIGH-6/10/22 407.55 101 4650318 407.55 7426717 07139 SITEONE LANDSCAPE SUPPLY LLC LMS-SEED FOR FIELD 8,351.37 101 4632404 8,351.37 7426718 07139 SITEONE LANDSCAPE SUPPLY LLC PARKS FERTILIZER 6,700.86 482 4636404 6,700.86 LNSC-WIRE TRACER 1,176.70 101 4635404 1,176.70 LNSC-IRRIGATION 682.09 101 4635404 682.09 LNSC-SEED FOR FIELD 8,525.48 101 4635404 8,525.48 17,085.13 17,085.13
7426719 10738 SMART INTEGRATED SYSTEMS INC EVMS FOR TMC AT CITY HALL 23,196.11 207 11BS027924 6,842.85 321 11BS027924 16,353.26
23,196.11 23,196.11
7426720 01816 SMITH PIPE & SUPPLY INC LNSC-IRRIGATION 537.34 101 4635404 537.34 OMP-SPRINKLERS 192.76 101 4634404 192.76 IRRIGATION SUPPLIES/PAINT 25.07 101 4633404 25.07 TBP-BATTERY TIMER 86.97 101 4631404 86.97 LMS-IRRIGATION SUPPLY 283.21 101 4632404 283.21 WCP-VANDALISM-IRRIGA SUPPLY 935.84 101 4630460 935.84 OMP-SPRINKLERS 1,007.81 101 4634404 1,007.81 3,069.00 3,069.00
7426721 A2089 SO CA EDISON-ACCTS REC CITY OWNED STLT INSTAL 1,835.28 210 15SW016924 1,835.28 7426722 10297 SOLAR ART LMS-WINDOW TINT FOR NEW OFF 798.00 101 4632402 798.00 7426723 10189 SPIRAL COMMERCIAL SVCS INC 05/22-FLIGHT SUPPORT 30,168.54 101 4820301 30,168.54 7426724 10884 SYSTEM SPEC, INC SS-INSTALL 46,536.02 209 11BS027924 13,728.13 321 11BS027924 32,807.89
46,536.02 46,536.02
7426725 A6479 TAFT ELECTRIC COMPANY MTNC YD-REMOVE OLD PPB FOUND 1,049.01 203 4754460 1,049.01 7426726 06737 THE MCKEON GROUP INC 03/22-PROFESSIONAL SVCS 10,000.00 101 4200301 10,000.00

Page 7 of 17 ends

City of Lancaster Check Register
From Check No.: 7426621 - To Check No.: 7426859
Printed: 6/29/2022 12:18 From Check Date: 06/12/22 - To Check Date: 06/25/22 Check No Supplier Supplier Name Invoice Description Invoice Amt Charge Code GL Amount 04/22-PROFESSIONAL SVCS 10,000.00 101 4200301 10,000.00 20,000.00 20,000.00
7426727 11061 THE TIRE GUY CRYSTAL AIRPORT-FLAT REPAIR 540.52 101 4245500 540.52 SERVICE CALL-LOE BOY TRALIER 817.20 101 4245500 817.20 1,357.72 1,357.72
7426728 C5522 THOMSON REUTERS-WEST PMT CENTR05/22-INFORMATION CHARGES 921.34 101 4230301 921.34 LIBRARY PLAN CHARGE 32.40 101 4230301 32.40 953.74 953.74
7426729 04239 TIM WELLS MOBILE TIRE SERVICE EQ3834 55.13 111 4753207 55.13 EQ7614 20.00 111 4753207 20.00
EQ7512 REPAIR 20.00 111 4753207 20.00

95.13 95.13
7426730 D3099 TPX COMMUNICATIONS 05/31-TELEPHONE SVC 15,830.77 112 4315651 15,830.77 7426731 08319 TRIPEPI SMITH & ASSOCIATES INC 03/22-GENERAL ACCOUNT SUPPORT 398.75 101 4205301 398.75 05/22 SOCIAL MEDIA SUPPORT 7,266.50 101 4205301 7,266.50 7,665.25 7,665.25
7426732 02977 TURBO DATA SYSTEMS INC 05/22-ICS COLLECTION 6,700.36 101 4820301 6,700.36 05/22-ICS COLLECTION 611.77 101 4820301 611.77 7,312.13 7,312.13
7426733 08812 UC FACTORS RPLC DAMAGED SOFTSTART/PMP STN 3,331.83 484 4755460 3,331.83 7426734 08783 UNIFIRST CORPORATION UNIFORM CLEANING 64.07 101 4754209 32.04 111 4753209 32.03
UNIFORM CLEANING 101.97 480 4755209 101.97 UNIFORM CLEANING 64.07 101 4754209 32.04 111 4753209 32.03
UNIFORM CLEANING 64.07 101 4754209 32.04 111 4753209 32.03
294.18 294.18
7426735 05551 UNITED SITE SRVCS OF CA,SO DIV FENCE RENTAL-05/13-06/09/22 61.74 101 4633301 61.74 7426736 C5428 VOLTZ COMMERCIAL REALTY ADVSRSAPPRAISAL REPORTS 7,500.00 101 4790301 7,500.00 APPRAISAL REPORTS 3,200.00 101 4790301 3,200.00 10,700.00 10,700.00
7426737 04496 VULCAN MATERIAL WESTERN DIV COLD MIX 115.84 203 4752410 115.84 COLD MIX 168.79 203 4752410 168.79
284.63 284.63
7426738 31026 WAXIE SANITARY SUPPLY JANITORIAL SUPPLIES 31.99 101 4650406 31.99 JANITORIAL SUPPLIES 313.04 101 4651406 313.04 345.03 345.03
7426739 07614 WILSON, ALASTAIR C CH-JUNETEENTH EVEN-SOUND REIN 3,550.00 101 4820304 3,550.00

Page 8 of 17 ends

City of Lancaster Check Register
From Check No.: 7426621 - To Check No.: 7426859
Printed: 6/29/2022 12:18 From Check Date: 06/12/22 - To Check Date: 06/25/22 Check No Supplier Supplier Name Invoice Description Invoice Amt Charge Code GL Amount 7426740 06099 A V RECYCLING CENTER DEMO MARJ BUILD 05/16-27/22 46,800.00 101 4245500 46,800.00 PS-CLEAN UP/REM SVC 05/2-31/22 28,500.00 101 4800301 28,500.00 75,300.00 75,300.00
7426741 04067 DELL MARKETING LP DELL LATITUDE 5420(7) 20,239.37 112 4315302 20,239.37 DELL LATITUDE 5420(5) 15,697.33 112 4315302 15,697.33 DELL LATITUDE 5420(15) 17,677.06 112 4315302 17,677.06 53,613.76 53,613.76
7426742 10956 SCA OF CA, LLC 05/22-STREET SWEEPING 51,482.95 203 4752450 28,830.45 484 4752450 22,652.50
51,482.95 51,482.95
7426743 10207 SULLY-MILLER CONTRACTING CO PWCP 21-008 REBID-2021 NGHBRHD 59,290.23 150 2100003 (3,120.54) 701 15ST079924 62,410.77
59,290.23 59,290.23
7426744 D1872 CA WATER ENVIRONMENTAL ASSN BS-COLL SYS MAINT RNWL-42877 101.00 101 4220311 101.00 7426745 08373 CAMPANA, CYNTHIA CC-ICSC-LAS V-UBER -5/22-S4/22 60.62 101 4770203 60.62 7426746 06749 CREATIVE TWIST CFL-FN-BALLOON ART/FACEPAINT 720.00 101 4649225 720.00 7426747 10857 DEPT OF TRANSP-OFC LOCAL ASST 15ST053 PE COSTS 123118-073019 16,675.78 399 3301205 16,675.78 7426748 10857 DEPT OF TRANSP-OFC LOCAL ASST HSIPL5419(048) PE COSTS 17,111.56 399 3301206 17,111.56 7426749 09852 FASO, AARON AF-PR DM-RANCHO-06/27-30/22 224.00 111 4753201 224.00 7426750 08536 GIBSON MUSIC STUDIO CS-PERF-MUSIC-06/30/22 900.00 101 4649225 900.00 7426751 10712 HAGGARD, JOE JH-MILG-INDI-05/14-18/22 292.03 101 4220256 68.45 101 4220256 223.58
292.03 292.03
7426752 10134 HAKOLA, JOSHUA JH-PR DM-RNCH CUCA-06/27-30/22 224.00 111 4753201 224.00 7426753 1215 L A CO WATERWORKS 04/06/22-06/09/22 WATER SVC 15,075.49 101 4620654 100.78 101 4633654 205.26
203 4636654 5,349.64
482 4636654 9,419.81
15,075.49 15,075.49
7426754 C8813 LADOUCEUR, JAMES CHARLES JL-REIM COM DRIVE LIC RENEWAL 50.00 101 4220311 50.00 7426755 06160 PRIME TIME PARTY RENTALS SLIDE/ DJ SVC RNTLS-07/19/22 950.00 101 4649225 950.00 7426756 1705 QUARTZ HILL WATER DISTRICT 0430/22-05/31/22 WATER SVC 9,242.72 101 4634654 5,215.98 203 4636654 730.32
482 4636654 3,296.42
9,242.72 9,242.72

Page 9 of 17 ends

City of Lancaster Check Register
From Check No.: 7426621 - To Check No.: 7426859
Printed: 6/29/2022 12:18 From Check Date: 06/12/22 - To Check Date: 06/25/22 Check No Supplier Supplier Name Invoice Description Invoice Amt Charge Code GL Amount 7426757 03154 SO CA EDISON 04/27/22-06/09/22 ELECTRIC SVC 9,211.26 101 4633652 4,404.95 101 4635652 4,285.76
482 4636652 99.71
483 4754660 420.84
9,211.26 9,211.26
7426758 1907 SO CA GAS COMPANY 05/22-06/01/22 GAS SVC 38.96 101 4620655 38.96 7426759 C2555 TIME WARNER CABLE CH-CABLE SRVICE 545.65 101 4633301 545.65 7426760 C3507 VASQUEZ, EDWIN PAINT EASTER ART EGGS(2) 500.00 101 4649572 500.00 7426761 D3370 VERIZON WIRELESS 05/22-IPAD SVC 964.30 112 4315651 964.30 7426762 D3370 VERIZON WIRELESS 05/22-ADDL IPAD SVC 6,349.99 112 4315651 6,349.99 7426763 D3370 VERIZON WIRELESS 05/22-WIRELESS SVC 8,843.42 112 4315651 8,843.42 7426764 C7500 A B I DOCUMENT SUPPORT SRVCS CLAIM#055-20/CLGL-1419A1 139.54 113 4230303 139.54 7426765 C0999 A N M CONSTR & ENGINEERING LCC-REMOVE ASPHALT/HAUL 35,000.00 701 12ST048924 35,000.00 7426766 C0077 A V E K BACTERIOLOGICAL TEST 20.00 101 4635301 20.00 7426767 05445 ADELMAN BROADCASTING, INC 06/13/22-07/11/22 MON-BITEZ 1,050.00 101 4649572 1,050.00 07/11/22-07/31/22 SUMMER 1,800.00 101 4649564 1,800.00 06/03/22-06/26/22 CAMP ALOHA 1,950.00 101 4649251 1,950.00 4,800.00 4,800.00
7426768 10165 ADT COMMERCIAL LLC 06/22-LMS-ALARM SERVICE 557.38 101 4632301 557.38 7426769 06352 AGILITY RECOVERY SOLUTIONS 06/22-READY SUITE 698.25 112 4315302 698.25 7426770 11084 ALL YEAR SPORTS GALAXY, LLC JUNETEENTH EVENT-ROLLER RINK 7,598.00 101 4820304 7,598.00 7426771 11079 ALVARADO, LAURA RENTAL PAAYMENT REFUND 530.00 101 3401805 530.00 7426772 C6143 AMERICAN BUSINESS MACHINES CHECK PRINTER-FINANCE 515.00 101 4410254 515.00 7426773 D3147 AMERICAN PLUMBING SERVICES,INC OMP-TOILET REPAIR 247.50 101 4634402 247.50 CC-PLUMBING SERVICE CALL 900.00 101 4634402 900.00 1,147.50 1,147.50
7426774 11057 AMILIA TECHNOLOGIES USA INC SMRT APR-FSC PROCESS 4,492.50 101 4600308 4,492.50 7426775 02693 ANDY GUMP, INC OMP-FENCE RENTAL 33.74 101 4634602 33.74 7426776 C9805 ARROW TRANSIT MIX INC READY MIX CONCRETE 972.30 203 4752410 972.30 7426777 06738 ASPEN ENVIRONMENTAL GROUP 04/22-PROFESSIONAL SVCS 267.50 101 4770301 267.50

Page 10 of 17 ends

City of Lancaster Check Register
From Check No.: 7426621 - To Check No.: 7426859
Printed: 6/29/2022 12:18 From Check Date: 06/12/22 - To Check Date: 06/25/22 Check No Supplier Supplier Name Invoice Description Invoice Amt Charge Code GL Amount 7426778 10710 BAM CREATIVE ARCHITECTUAL SVCS 1,652.06 101 11BS037924 1,652.06 ARCHITECTUAL SVCS 1,440.00 101 11BS037924 1,440.00 3,092.06 3,092.06
7426779 11085 BOEHLERT, ROBERT LE 2021 ANNUAL NEM TRUE-UP 226.56 490 4250658 226.56 7426780 06992 BREMER WHYTE BROWN & O'MEARA CLAIM #057-19H/CLGL-1403I1 780.75 113 4230303 170.25 113 4230303 610.50
CLAIM # 020-19/CLGL-1411A1 279.50 113 4230303 279.50 CLAIM #022-20/ CLGL-1412A1 8,615.19 113 4230303 2,905.05 113 4230303 5,710.14
9,675.44 9,675.44
7426781 06176 C S TECH GROUP, INC CH-CONFRM-TV-INSTL 3,599.03 112 11BS019924 3,599.03 7426782 D0919 CA BUILDING STANDARDS JAN-MAR 2022-GREEN BLDG FEES 884.70 101 2172000 (98.30) 101 2172000 983.00
884.70 884.70
7426783 D1872 CA WATER ENVIRONMENTAL ASSN SF-COLL SYS MAINT RNWL-427508 91.00 101 4220311 91.00 7426784 06020 CANON FINANCIAL SERVICES, INC MONTHLY COPIER CHARGES 6,237.02 101 4410254 6,237.02 7426785 04636 CAYENTA/N HARRIS COMPUTER CORPCCC-CD(PS INSTL) 4,000.00 101 4410302 2,191.20 112 4315302 700.00
112 4315302 1,108.80
4,000.00 4,000.00
7426786 11086 CHANG, HELEN PARCEL FOR 4TH JULY FIREWRKS 3,500.00 101 4790340 3,500.00 7426787 08122 COHEN VENTURES INC 05/22-COMMUNITY SOLAR PROJECT 2,320.50 490 4791301 2,320.50 7426788 C7625 DAPEER,ROSENBLIT & LITVAK, LLP 05/22-SPECIALIZED LEGAL SVCS 241.50 101 4230301 241.50 05/22-SPECIALIZED LEGAL SVCS 180.50 101 4230301 180.50 05/22-SPECIALIZED LEGAL SVCS 810.00 101 4230301 810.00 1,232.00 1,232.00
7426789 5062 DEPT OF CNSRVTN-ADMIN SRV ACCT JAN-MAR 2022-STRNG MOTION FEE 5,830.72 101 2172000 (306.89) 101 2172000 6,137.61
5,830.72 5,830.72
7426790 00432 DEPT OF JUSTICE 04/22-FINGERPRINT APPS 2,656.00 101 4220301 2,656.00 7426791 VOID
7426792 00414 DESERT LOCK COMPANY SERVICE TRIP TO INCUBATOR/BP 50.00 101 4636402 50.00 INCUBATOR SERVICE/NEW KEYS 100.95 101 4636402 100.95 LMS-SERVICE TRIP/SAFE CHANGE 180.00 101 4632402 180.00 LMS-SERVICE TRIP 75.00 101 4632402 75.00 LMS-EMERGENCY KEYS 111.26 101 4632402 111.26 LMS-SERVICE TRIP/DOOR LOCR REP 391.06 101 4632402 391.06

Page 11 of 17 ends

City of Lancaster Check Register
From Check No.: 7426621 - To Check No.: 7426859
Printed: 6/29/2022 12:18 From Check Date: 06/12/22 - To Check Date: 06/25/22 Check No Supplier Supplier Name Invoice Description Invoice Amt Charge Code GL Amount 908.27 908.27
7426793 05473 DEWEY PEST CONTROL LUC-06/22 PEST CONTROL 77.00 101 4633301 77.00 CDR ST-06/22 PEST CONTROL 50.00 101 4633301 50.00 MOAH-06/22-PEST CONTROL 110.00 101 4653301 110.00 LCS-06/10 PEST CONTROL 120.00 101 4620301 120.00 MTNC YD-06/22-PEST CONTROL 139.00 203 4752301 139.00 MLS-06/22-PEST CONTROL 90.00 101 4633301 90.00 WH-6/22-PEST CONTROL 76.00 101 4633301 76.00 PAC-06/22-PEST CONTROL 50.00 101 4650301 50.00 CH-06/22-PEST CONTROL 140.00 101 4633301 140.00 BP-06/22-PEST CONTROL 95.00 101 4636301 95.00 947.00 947.00
7426794 10865 DKF SOLUTIONS GROUP LLC OET-REG FEE 3,816.00 480 4755200 3,816.00 7426795 06857 ENTERTAINMENTMAX, INC BOOKING AGNT COMM-JOHN DENVER 600.00 101 4650301 600.00 BOOKING AGNT COMM-MARIACHII BD 900.00 101 4650301 900.00 1,500.00 1,500.00
7426796 D2427 ENVIRONMENTAL SOUND SOLUTIONS 06/22-MUSIC SERVICE 65.00 101 4633301 65.00 7426797 D3240 FASTENAL COMPANY PW-PARTS 1,846.53 203 4752208 1,243.12 203 4752209 26.45
203 4752402 67.27
203 4752406 384.07
203 4752502 125.62
PW-JANITORIAL 552.37 203 4752207 95.02
203 4752406 457.35
MILWAUKEE TOOLS 988.94 480 4755208 988.94 3,387.84 3,387.84
7426798 10534 GLOBAL MUSIC RIGHTS, LLC GLOBAL MUSIC RIGHTS LICENSE 2,000.00 101 4650330 2,000.00 7426799 10888 GONZALEZ PROPERTY SVCS STP-GATE REPAIR-VANDALISM 685.00 101 4630460 685.00 OMP-BATTING CAGE REPAIR 985.00 101 4646251 985.00 OMP-BATTING CAGE ELEC BOX REPR I 950.00 101 4646251 950.00 LMS-VALVE REPAIR 385.00 101 4632402 385.00 LMS-IRRIGATION REP SVC 760.00 101 4632402 760.00 3,765.00 3,765.00
7426800 07653 INBOUND DESIGN INC MAY-SERVICES 325.00 490 4250301 325.00 7426801 D3626 INLAND EMPIRE REG CMPSTNG AUTH STP-COMPOST 1,371.15 101 4631404 1,371.15 7426802 09083 INT'L BUSINESS MACHINES CORP APPLICATION MTNC SVC 2,951.60 490 4791301 2,951.60 7426803 C5228 INTEGRA REALTY RESOURCES-L A CONDEMNATION 22-01 5,500.00 101 2176001 5,500.00 7426804 A2594 INTERSTATE BATTERY SYS OF A V Batteries-various Eqs 768.60 111 4753207 768.60 7426805 10578 JACK DOHENY COMPANIES, INC HARNESS(4) 1,574.92 480 4755208 1,574.92

Page 12 of 17 ends

City of Lancaster Check Register
From Check No.: 7426621 - To Check No.: 7426859
Printed: 6/29/2022 12:18 From Check Date: 06/12/22 - To Check Date: 06/25/22 Check No Supplier Supplier Name Invoice Description Invoice Amt Charge Code GL Amount 7426806 11087 JAMES BROTHERS AND COMPANY PARCEL FOR 4TH JULY FIREWRKS 1,500.00 101 4790340 1,500.00 7426807 03366 JAS PACIFIC PLAN REVIEW/INSPECTION SVCS 11,219.58 101 4793301 11,219.58 PLAN REVIEW/INSPECTION SVCS 11,562.50 101 4793301 11,562.50 22,782.08 22,782.08
7426808 D1903 KERN MACHINERY INC-LANCASTER EQ5853 209.40 111 4753207 209.40 EQ3772 36.56 111 4753207 36.56
EQ5796 293.09 111 4753207 293.09
EQ5853 187.37 111 4753207 187.37
726.42 726.42
7426809 11080 KIDS KAN INC. PARCS-STAFF DEV SPEAKERS FEE 1,500.00 101 4600301 1,500.00 7426810 11075 KRAZY-K PRODUCTIONS CITY-SOUND TECH/ DJ SVC 400.00 106 4430355 400.00 7426811 10754 KTGY GROUP, INC 03/12/22-04/15/22LAC PKWY VILG 2,090.00 349 4770771 2,090.00 7426812 C7873 LANCASTER AUTO MALL ASSOC 06/22- AUTO MALL SIGN EXPENSE 204.91 101 4790340 204.91 7426813 10162 LANDSCAPE CONNECTION GROUP 25TH E-CONCRETE REPAIR 5,580.00 203 4752463 5,580.00 7426814 D3426 LAW OFFICES CHRISTOPHER RAMSEYCLAIM #051-17/CLGL-1397A1 3,393.00 113 4230303 3,393.00 7426815 10609 LDM ASSOCIATES INC 05/22-CDBG ADMINISTRATION 3,366.75 361 4342301 3,366.75 PREP ANUL ACTION PLN PRG-22/23 8,000.00 361 4342301 8,000.00 11,366.75 11,366.75
7426816 05096 LE MEUR ENCLOSURES BACKFLOW PREVENTER ENCLRS 1,129.26 203 4636460 1,129.26 7426817 07459 LEFEBVRE, KEVIN M CS-PERF-MUSIC-06/23/22 400.00 101 4649225 400.00 7426818 10853 LL2, INC LABORATORY DEVELOPMENT SVCS 20,000.00 101 11BS037924 20,000.00 7426819 D3151 LNCSTR MUSEUM/PUBLIC ART FNDTN STP-PAINT SUPPLIES(HD) 1,954.38 101 4600335 1,954.38 STP-PAINT SUPPLIES(LOWES) 194.38 101 4600335 194.38 2,148.76 2,148.76
7426820 04351 LYN GRAFIX BGC-T-SHIRTS(54) 1,455.62 106 4632770 1,455.62 7426821 09314 M & L ENTERPRISES PAC-MAKT SVC-05/28/22-06/15/22 1,950.00 101 4650301 1,950.00 7426822 06966 MICHAEL BAKER INT'L INC TASK ORDER 3 - EASTSIDE OVERL 17,290.09 101 4770316 17,290.09 7426823 D3578 MINUTEMAN PRESS CH-CALPINE PSH NOTICE(712) 384.57 490 4250213 384.57 CH-CALPINE PSH NOTICE(237) 165.66 490 4250213 165.66 CH-BANNERS/STANDS/DOOR SIGN 1,278.48 101 4220301 1,278.48 CH-CALPINE PSH NOTICE(200) 186.99 490 4250213 186.99 CH-CALPINE PSH NOTICE(125) 111.61 490 4250213 111.61 2,127.31 2,127.31

Page 13 of 17 ends

City of Lancaster Check Register
From Check No.: 7426621 - To Check No.: 7426859
Printed: 6/29/2022 12:18 From Check Date: 06/12/22 - To Check Date: 06/25/22 Check No Supplier Supplier Name Invoice Description Invoice Amt Charge Code GL Amount 7426824 01184 MONTE VISTA CAR WASH Car washes 540.00 111 4753207 540.00 CAR WASH 38.00 111 4753207 38.00
578.00 578.00
7426825 08562 NAPA AUTO PARTS EQ3834 Clmp/val 13.19 111 4753207 13.19 EQ3824 Radiator 716.68 111 4753207 716.68 EQ5853 Filter 5.34 111 4753207 5.34 EQ5796 filters 55.83 111 4753207 55.83 EQ3783 CD/6 hose connector(4) 20.07 111 4753207 20.07 EQ3824 Curved radiator hose 103.18 111 4753207 103.18 LOW PROFILE DRAIN 1,244.15 111 4753208 1,244.15 EQ3824 343.97 111 4753207 343.97
EQ3416 filters 32.20 111 4753207 32.20 EQ3763 Heater core 70.16 111 4753207 70.16 EQ3763 heater connector (2) 25.20 111 4753207 25.20 EQ3416 Napa oil 20.80 111 4753207 20.80 EQ3763-Quick lock connector 39.16 111 4753207 39.16 EQ3824 (477.37) 111 4753207 (477.37)
EQ3791 Filters 56.71 111 4753207 56.71 EQ1540 56.71 111 4753207 56.71
EQ3824 Filters 28.46 111 4753207 28.46 EQ3824 BRAKE PADS 56.41 111 4753207 56.41 EQ1520 Filters 84.74 111 4753207 84.74 EQ5652 Filters 33.82 111 4753207 33.82 EQ1540 59.77 111 4753207 59.77
2,589.18 2,589.18
7426826 C7808 OPSEC SPECIALIZED PROTECTION LNSC-SECURITY-04/13-25/22 1,664.00 101 4635402 1,664.00 7426827 05741 P P G ARCHITECTURAL FINISHES PBP-GRAFFITI 52.41 101 4630460 52.41 PARCS-PAINT SUPPLIES 42.15 101 4632403 42.15

94.56 94.56
7426828 1609 PALMDALE TROPHY MEDAL/NECKBAND 100.33 101 4820304 100.33 JUNETEETH-MEDAL/LABEL/NECKBAND 264.60 101 4820304 264.60 364.93 364.93
7426829 10392 PEI ADVANCED ENGINEERING SVC 125.00 112 4315302 125.00 7426830 A2220 PESTMASTER SERVICES, LP WEEDS-PRE-EMERGENT SVC 1,026.19 101 4752408 876.44 306 4752408 149.75
1,026.19 1,026.19
7426831 07287 PRINTING BOSS BUSINESS CARDS(1650) 259.09 101 4200251 76.07 101 4210259 108.05
101 4761253 74.97
BUSINESS CARDS(900) 794.90 101 4790259 375.95 101 4793259 418.95
1,053.99 1,053.99
7426832 06087 PRIORITY AUTO GLASS EQ7765-Windshield kit 175.00 111 4753207 175.00

Page 14 of 17 ends

City of Lancaster Check Register
From Check No.: 7426621 - To Check No.: 7426859
Printed: 6/29/2022 12:18 From Check Date: 06/12/22 - To Check Date: 06/25/22 Check No Supplier Supplier Name Invoice Description Invoice Amt Charge Code GL Amount 7426833 06137 PROMOTIONAL DESIGN GROUP JUNETEENTH CELB-CZ RENTAL 1,256.85 101 4820304 1,256.85 7426834 05864 QUINN COMPANY EQ3310 1,400.64 111 4753207 1,400.64 EQ3394 508.43 111 4753207 508.43
1,909.07 1,909.07
7426835 10987 RESIDENCE INN LANCASTER PAC-LDG-RICK SCHULER-06/22 173.31 101 4650257 173.31 7426836 11081 RESPONSE MARKETING AND MAILING JUNETEENTH-SIGNAGE-FLAG/BAN/ST 644.13 101 4820304 644.13 7426837 05934 SHI INTERNATIONAL CORP WIRELESS KEYBOARD/MOUSE 678.26 112 4315291 678.26 7426838 1870 SIERRA AUTOMOTIVE/TOWING CH-LASD REL VH-TOW/STORAGE SVC 164.00 101 4820301 164.00 7426839 01816 SMITH PIPE & SUPPLY INC LNSC-VALVE FIFIA 280.04 101 4635404 280.04 STP-PUMP REPAIR 265.16 101 4631404 265.16 CH-VALVE BOX 23.37 101 4633404 23.37
CH-CH-RED HOT GALLON 155.96 482 4636404 155.96 LMS-IRRIGATION SUPPLIES 89.78 101 4632404 89.78 LNSC-HEADS 1,201.48 101 4635404 1,201.48
CITY HALL-IRRIGATION 207.27 101 4633404 207.27 2,223.06 2,223.06
7426840 10962 STALKER RADAR RADAR W/FAST LOCK REMOTE 3,566.52 101 4820355 3,566.52 21-PRESENT BMW-MTCYL PKG 3,726.45 101 4820355 3,726.45 RADAR W/FAST LOCK REMOTE 3,546.52 101 4820355 3,546.52 RADAR W/FAST LOCK REMOTE 3,566.52 101 4820355 3,566.52 RADAR W/FAST LOCK REMOTE 3,566.52 101 4820355 3,566.52 RADAR W/FAST LOCK REMOTE 170.82 101 4820355 170.82 18,143.35 18,143.35
7426841 08725 STREAMLINE INTEGRATION CH-DESIGN WEB PRESENTER HD 1,151.49 101 4315291 1,151.49 7426842 08067 SUNBELT CONTROLS INC MOAH-HVAC REPAIR 890.00 101 4651402 890.00 7426843 05703 SUPERIOR ALARM SYSTEMS 06/22-MONTHLY ALARM MONITORING 45.00 101 4633301 45.00 7426844 A1393 TEAMSTERS LOCAL 911 05/22 UNION DUES 3,490.00 101 2157000 3,490.00 7426845 C5522 THOMSON REUTERS-WEST PMT CENTR05/22-INFORMATION CHARGES 580.94 101 4820301 580.94 7426846 04239 TIM WELLS MOBILE TIRE SERVICE LNSC-TIRE REPAIR 26.62 101 4635207 26.62 EQ4734 Repair 20.00 111 4753207 20.00 EQ1520 644.49 111 4753207 644.49
EQ3367 130.00 111 4753207 130.00
821.11 821.11
7426847 08319 TRIPEPI SMITH & ASSOCIATES INC 05/22-GENERAL ART SUPPORT 746.25 101 4771301 746.25 7426848 C4011 UNITED RENTALS EQ3785 99.85 111 4753207 99.85

Page 15 of 17 ends

City of Lancaster Check Register
From Check No.: 7426621 - To Check No.: 7426859
Printed: 6/29/2022 12:18 From Check Date: 06/12/22 - To Check Date: 06/25/22 Check No Supplier Supplier Name Invoice Description Invoice Amt Charge Code GL Amount 7426849 C2434 VINSA INSURANCE ASSOCIATES AIRCRAFT RENEWAL POLICY 12,827.88 101 4230260 12,827.88 SIL-AIRPORT LIB-RENEWAL 4,056.95 101 4230260 4,056.95 16,884.83 16,884.83
7426850 04496 VULCAN MATERIAL WESTERN DIV COLD MIX 114.82 203 4752410 114.82 COLD MIX 164.72 203 4752410 164.72
COLD MIX 111.77 203 4752410 111.77
COLD MIX 119.91 203 4752410 119.91
511.22 511.22
7426851 31026 WAXIE SANITARY SUPPLY AVTA-JANITORIAL SUPPLIES 860.55 207 4634406 860.55 PAC-JANITORIAL SUPPLIES 1,208.38 101 4650406 1,208.38 PAC-JANITORIAL SUPPLIES 1,272.37 101 4650406 1,272.37 3,341.30 3,341.30
7426852 10249 WE THE CREATIVE LOGO DESIGN-COMMUNITY CENTER 1,367.75 101 4205301 1,367.75 OUTLOOK MAG-SPRING 03/2022 5,842.20 101 4205301 5,842.20 PAC-LOGO DESIGN-REBRAND 1,667.50 101 4205301 1,667.50 8,877.45 8,877.45
7426853 11038 YOU WRECK IT FRANK FIX IT 45740 KINGTREE AVE-LIGHT INSTL 1,223.78 101 4622682 1,223.78 302 E AVE J12-LIGHT INSTLL 1,223.78 101 4622682 1,223.78 LIGHT INSTAL 1,223.78 101 4622682 1,223.78 LIGHT INSTAL 1,223.78 101 4622682 1,223.78 43745 12TH W MAILBOX INSTL 165.38 101 4622682 165.38 43028 GUYMAN AVE LIGHT/SCK/INS 1,284.41 101 4622682 1,284.41 302 E AVE J12-GARAGE WIND REPL 336.26 101 4622682 336.26 6,681.17 6,681.17
7426854 09575 ENTERPRISE FM TRUST ENTERPRISE VEH LEASE BUYOUT 823,124.00 111 4753762 478,922.00 203 4753762 344,202.00
823,124.00 823,124.00
7426855 C5887 CA CONSTRUCTION AUTHORITY AVFG EVENT CENTER-RFP DUE IPA 174,788.84 101 11BS038924 174,788.84 7426856 09640 CANNON CORPORATION CDP 18-05-PERMIT PLAN CHECKING 13,626.93 101 4761301 13,626.93 CDP 18-05-PERMIT PLAN CHECKING 2,037.96 101 4761301 2,037.96 CDP 18-05-PERMIT PLAN CHECKING 8,109.61 101 4761301 8,109.61 CDP 18-05-PERMIT PLAN CHECKING 3,805.62 101 4761301 3,805.62 CDP 18-05-PERMIT PLAN CHECKING 5,616.24 101 4761301 5,616.24 CDP 18-05-PERMIT PLAN CHECKING 3,138.24 101 4761301 3,138.24 CDP 18-05-PERMIT PLAN CHECKING 4,752.72 101 4761301 4,752.72 CDP 18-05-PERMIT PLAN CHECKING 63,463.46 101 4761301 63,463.46 CDP 18-05-PERMIT PLAN CHECKING 21,806.16 101 4761301 21,806.16 CDP 18-05-PERMIT PLAN CHECKING 45,317.64 101 4761301 45,317.64 171,674.58 171,674.58
7426857 C7946 L A CO DEPT ANIMAL CARE&CONTRL 04/22-HOUSING COSTS 114,189.08 101 4820363 114,189.08 7426858 1214 L A CO SHERIFF'S DEPT 04/22-LAW ENFORCEMENT SVCS 2,436,374.75 101 4820354 2,199,406.89 101 4820357 236,967.86

Page 16 of 17 ends

City of Lancaster Check Register
From Check No.: 7426621 - To Check No.: 7426859
Printed: 6/29/2022 12:18 From Check Date: 06/12/22 - To Check Date: 06/25/22 Check No Supplier Supplier Name Invoice Description Invoice Amt Charge Code GL Amount 2,436,374.75 2,436,374.75
7426859 1916 STRADLING,YOCCA,CARLSON,RAUTH 04/22-LEGAL SVCS 91,925.59 101 4100303 58.60 101 4100303 117.20
101 4100303 293.00
101 4100303 351.60
101 4100303 468.80
101 4100303 2,464.40
101 4100303 2,607.70
101 4100303 2,826.40
101 4100303 3,587.20
101 4100303 3,778.20
101 4100303 5,161.50
101 4100303 7,500.00
101 4100303 8,253.10
101 4100303 13,609.55
101 4100303 40,488.34
113 4230303 360.00
91,925.59 91,925.59
Chk Count 239 Check Report Total 5,100,155.74

Page 17 of 17 ends

City of Lancaster Check Register
From Check No.: 101011035 - To Check No.: 101011036
Printed: 6/29/2022 12:25 From Check Date: 06/12/22 - To Check Date: 06/25/22 Check No Supplier Supplier Name Invoice Description Invoice Amt Charge Code GL Amount 101011035 11082 TURNER, S RASHANDA USC TUTN FEE/MAYOR SCHLSHP FND 4,000.00 106 4430200 4,000.00 101011036 C9589 U S BANK CORP PAYMENT SYSTEMS 06/10/22-CALCARD STATEMENT 165,757.40 101 2601000 165,757.40 Chk Count 2 Check Report Total 169,757.40

Page 1 of 1 ends

STAFF REPORT
City of Lancaster
CC 4
7/12/2022
JC
Date: July 12, 2022
To: Mayor Parris and City Council Members
From: Jeff Hogan, Senior Director - Development Services Marissa Diaz, Senior Manager - Capital Programs
Subject: Final Map Approval – Parcel Map No. 83360 (Located at the Northeast Corner of 7th Street East and Avenue K-8)
Recommendation:

Approve Parcel Map No. 83360, located at the northeast corner of 7th Street East and Avenue K- 8; make findings that this project will not violate any of the provisions of Sections 66473.5, 66474.1 and 66474.6 of the Subdivision Map Act; and instruct the City Clerk to endorse on the face of the map the certificate which embodies the approval of said map.

Fiscal Impact:

None.

Background:

On July 28, 2021, Development Services - Community Development Division approved Tentative Administrative Parcel Map No. 83360 for subdividing 0.92 acres into four parcels. (Revised on April 4, 2022).

The Final Map is in substantial conformance with the approved tentative administrative map.

Parcel Map No. 83360 has been examined by the City Surveyor, is in substantial conformance with the approved tentative administrative map, and is ready for Council approval. The securities for this map will be in the form of a Development Improvement Undertaking Agreement, including Faithful Performance Bond and Labor and Materials Bond under Director’s Review 21-185, which will guarantee and secure the performance of all public improvements, impact fees, and public agency fees.

EW:vw
Attachment:

Vicinity Map

STAFF REPORT
City of Lancaster
CC 5
7/12/2022
JC
Date: July 12, 2022
To: Mayor Parris and City Council Members
From: Jeff Hogan, Senior Director - Development Services Marissa Diaz, Senior Manager - Capital Programs
Subject: Sewer Acceptance Agreement Between the City of Lancaster and the City of Palmdale
Recommendation:

Fiscal Impact:

None.

Background:

Copart, Inc., a private developer, is seeking to develop an 80-acre vehicle storage facility within the City of Palmdale’s jurisdictional limits, located at the southeast corner of 35th Street East and Avenue L-4. The development will construct a sanitary sewer from their project site to connect to an existing City of Lancaster maintained 15-inch sewer main in Avenue L, east of 30th Street East.

SC:vw
Attachment:

Agreement
@ERH@BB{A&
A-7424

SEWER ACCEPTANCE AGREEMENT

BETWEEN THE CITY OF LANCASTER

AND THE CITY OF PALMDALE
This SEWERACCEPTANCE AGREEMENT ("Agreemenf'), dated July I,2022, is hereby entered into by and between the CITY OF LANCASTER, a California municipal corporation located in the State of California (ool-ancastero'), and the CITY OF PALMDALE ('6Palmdale"), a Califomia municipal corporation located in the State of Califomia. Lancaster and Palmdale are individually referred to as a "Part7l'and collectively as the "Parties").

WITNESSETH
WHEREAS, Lancaster operates and maintains the existing l5-inch (15") underground public sewer collection pipeline located five feet (5') north of the centerline of Avenue L, within Lancaster's jurisdictional limits (see Exhibit 1) (the "Existing Sewer Improvements"). The sewer discharge collected by the Existing Sewer Improvements is discharged and conveyed through a series of collection system pipelines and trunk sewers to a downstream water reclamation plant operated and maintained by the Los Angeles County Sanitation District; and WHEREAS, the Existing Sewer Improvements are located within the District 14 service area of Los Angeles County Sanitation District (see Exhibit2); and WHEREAS, the jurisdictional boundary line between Lancaster and Palmdale is located at the centerline of Avenue L; and
WHEREAS, Copart, Inc. ("Copart"), a private developer, is seeking to develop an 80-acre vehicle storage facility within Palmdale's jurisdictional limits, located at the southeast corner of 35th Street East and Avenue L4 - approximately 1300 feet south of Avenue L, (see Exhibit 1); and WHEREAS, the proposed Copart development sewer system will require approvals from both Lancaster, Palmdale, and annexation to the Los Angeles County Sanitation District; and WHEREAS, Copart has applied for annexation to Los Angeles Sanitation Service District No. 14 (application No. 14-433); and
WHEREAS, there are currently no existing sewer collection pipelines within 35th Street East or in the immediate vicinity of the proposed Copart development within the Palmdale jurisdiction.

The Existing Sewer Improvements offer the closest available downstream sewer point of connection for the proposed Copart development; and
WHEREAS, the Copart development has been conditioned to construct sanitary sewer to service its proposed commercial development; and
Page I of6
WHEREAS, Copaft is proposing to construct a new 15" public sewer collection pipeline beginning at the terminal end of the Existing Sewer Improvements (Lancaster jurisdiction) and extend the pipeline south across Avenue L (Palmdale jurisdiction) easterly to 35th Street East then southerly in 35th Street East to the northwest corner of the subject development (the "Proposed Sewer Extension"); and
WHEREAS, Lancaster agrees in principal to the Proposed Sewer Extension and connection of the Proposed Sewer Extension to the Existing Sewer Improvements, provided that Palmdale agree to certain terms of maintenance of the Proposed Sewer Extension and that Copart prepare a sewer area study and clearly define the future anticipated tributary parcels to the Proposed Sewer Extension; and WHEREAS, Palmdale agrees to maintain the Proposed Sewer Extension beginning at the point of connection to the Existing Sewer Improvements (Lancaster jurisdiction) and continuing to the terminus of the Proposed Sewer Extension (Palmdale jurisdiction); and WHEREAS, Palmdale agrees to require any future development, located within Palmdale's jurisdiction, which proposes a connection to the Proposed Sewer Extension, to seek review, approval and "Will Serye" acceptance from Lancaster. This review and approval requirement shall also apply to any future Copart land use changes; and
WHEREAS, Lancaster agrees that the current and future excess capacity within the Existing Sewer Improvements may be used for conveyance of sewer discharge originating within Palmdale without interference of its use by Lancaster as long as the excess capacity exists; and WHEREAS, Copart shall be required to obtain all necessary right of way to construct the Proposed Sewer Extension within Avenue L and 35 Street East; and WHEREAS, Copart shall be required to obtain all required permits, obtain approval of plans, posting any required bonding, and comply with all applicable laws, regulations, and/or ordinances prior to commencement of construction of the Proposed Sewer Extension; and WHEREAS, Lancaster and Palmdale have the authority to regulate the terms and conditions for connection to and use of public sanitary sewer pipeline located within their respective municipal boundaries as long as that regulation does not conflict with this or any future sewer acceptance agreements.

NOW THEREFORE, in consideration of the recitals set for above and the mutual benefits to be derived by Lancaster and Palmdale hereunder and of the promises herein contained, it is hereby agreed as follows:
(1) LANCASTER AGREES
a. That it will accept and convey discharge sewage from developments, located within Palmdale jurisdictional boundaries, and connected to the Proposed Sewer Extension.

Page2 of 6
b. Any and all future connections to the Proposed Sewer Extension shall be subject to Lancaster review and approval, including, without limitation, any change in use of the Copart development.
c. To keep the Existing Sewer Improvements properly maintained and in a condition to allow the conveyance of sewer discharge from the Proposed Sewer Extension and any approved connection to or extension of the Proposed Sewer Extension. d. That Lancaster will notify Palmdale if it becomes unable to maintain and/or operate the Existing Sewer Improvements.
e. In the event Lancaster is no longer able to operate and/or maintain the Existing Sewer Improvements, it will provide written notice to Palmdale at least one (1) year in advance. f. That Lancaster will issue a sewer connection permit to Copart, upon Copart providing all necessary documentation (plans, sfudies, fees and applications) for a sewer connection permit and Copart satisfying all applicable requirements for such permit. (2) PALMDALE AGREES
a. That Palmdale will approve plans, issue permit(s), process all required bonding, provide inspections, and ultimately accept the Proposed Sewer Extension as a public sewer main within Palmdale's jurisdictional limits.
b. That Palmdale will be responsible for the maintenance and operation of the Proposed Sewer Extension Copart in its entirety.
c. That Palmdale will be responsible for the operation and maintenance of Proposed Sewer Extension beginning at the point of connection to the Existing Sewer Improvements. d. That Palmdale will require prior approval by Lancaster for any new or future developments within Palmdale jurisdictional limits seeking connection to Proposed Sewer Extension, including, without limitation, any land use changes by Copart.

That Palmdale will notifu Lancaster if it ever becomes unable to maintain and operate the Proposed Sewer Extension.
(3) rT rs MUTUALLY TTNDERSTOOD AND AGREED AS FOLLOWS
a. The recitals at the beginning of this Agreement are incorporated in and constitute a substantive part of this Agreement.
b. That under the terms of this Agreement, neither Party shall acquire any right, title, interest in improvements owned, operated, an#or maintained by the other Party, other than the right to convey sewage in accordance with the terms and conditions of this Agreement. c. This Agreement shall take effect as of the date of execution of all Parties to this Agreement. d. Palmdale shall indemnift, hold harmless and defend Lancaster, and its elected and appointed officials, officers, agents, and employees from and against any and all liability, e.

Page 3 ends

expenses (including defense costs, disbursements, and reasonable legal fees), and claims for damages of any nature whatsoever, including but not limited to bodily injury, death, personal injury, or property damage arising from or relating in any way to Palmdale's negligence or willful misconduct related to the obligations arising from this Agreement, including, but not limited to, mainline sewer facility flow conditions, the physical condition of the Existing Sewer Improvements, Proposed Sewer Extension, and all connections and/or laterals thereto.
e. Lancaster shall indemnifu, hold harmless and defend Palmdale, and its elected and appointed officials, officers, agents, and employees from and against any and all liability, expenses (including defense costs, disbursements, and reasonable legal fees), and claims for damages of any nature whatsoever, including but not limited to bodily itrjury, death, personal injury, or property damage arising from or relating in any way to Lancaster negligence or willful misconduct related to the obligations arising from this Agreement, including, but not limited to, mainline sewer facility flow conditions, the physical condition of the Existing Sewer Improvements, Proposed Sewer Extension, and all connections and/or laterals thereto.
f. This Agreement contains the full and complete Agreement and understanding of the Parties regarding the subject matters herein and shall supersede all oral or written agreements or communications between the Parties on said matters.
g. The Parties agree that this Agreement shall continue in effect in perpetuity or until terminated: (i) bV the express, written mutual agreement of both Parties; or (ii) for any material breach of the Agreement by either of the Parties. h. Each Party agrees to reasonably assist the other as requested in the event of emergencies and/or sanitary sewer overflows that occur in the vicinity of the new sewer pipeline connection.

Each Party agrees to communicate with the other on a regular basis regarding the continued use, maintenance and operation of the proposed new sewer collection pipeline. j. Each Party will consult with the other regarding future or new capacity needs. To the extent allowed by law, each Party will require all new development, including, without limitation, via conditions in land use approvals, to provide adequate capacity and infrastructure within the other Party's Sewage System.
k. For the purpose of this Agreement, "Sewerage System" shall mean the facilities used to collect and convey sewage including pipelines, manholes, pump stations, and related appurtenances.

1. Atry notice, request, demand, consent, approval or other communication required or permitted hereunder or by law shall be validly given or made only if in writing and delivered in person to an officer or duly authorized representative of the other Party, or deposited in the United States mail, duly certified or registered (return receipt requested), postage prepaid, or delivered through another commercially reasonable method, including facsimile transmission and addressed to the Party for whom intended, as follows:
l.

Page 4 ends

If to City of Lancaster:

City of Lancaster
44933 Fern Avenue
Lancaster, California 93 53 4
Attn: City Engineer
If to City of Palmdale:

City of Palmdale
38250 Sierra Highway
Palmdale, CA 93550
Attn: City Engineer
Any Party may from time to time, by written notice to the other, designate a different address which shall be substituted for that specified above. If any notice or other document is sent by mail as aforesaid, the same shall be deemed fully delivered and received forfy- eight (48) hours after mailing as provided above. If any notice or document is sent by facsimile transmission, the same shall be deemed fully delivered and received upon the transmission to the sender of a facsimile confirmation sheet.

Page 5 ends

INWITNESS WHEREOF, the Cify Council of the City of Lancaster caused this Agreement to be executed by its City Mayor loittreir authorized representative) and attested to by its Clerk and the City iouncit of tne City of Palmdale caused this Agreemenl to be executed by its City Mayor 1or itreir authorized representative) and attested to by its Clerk all as of the day and year first hereinabove written:

CITY OF LANCASTER CITY OF PALMDALE
By:

Jason Caudle
City Manager

APPROVED AS TO FORM
Percz
Interim City
APPROVED AS TO FORM:

By:

Acting City Attomey
ATTEST:

City
Date:

Allison E. Bums
CityAttorney
ATTEST:

Date:

June 9,2022
Date:

Date:Andrea Alexander
City Clerk
Date:

Page 6 ends

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EXHIBIT 2
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STAFF REPORT
City of Lancaster
CC 6
7/12/2022
JC
Date: July 12, 2022
To: Mayor Parris and City Council Members
From: Jeff Hogan, Senior Director - Development Services Gabe Nevarez, Senior Manager – Public Works
Subject: Agreement Amendment No. 1 for RFP No. 741-21 - Hand Work and Protected Bike Lane Sweeping Services
Recommendation:

Fiscal Impact:
$85,969.53 for the fiscal year. Sufficient funds for these services are included in the FY 2022-2023 budget in account 203-4752-450.

Background:

The company then changed their name in February 2022 to SCA of CA, LLC.

NJ:sm
Attachment:

Agreement - Amendment No. 1
AMENDMENT NO. 1 TO HAND WORK AND PROTECTED BIKE LANE CLEANING

SERVICES
This Amendment (“Amendment No. 1”) is hereby entered into effective July 1, 2022 by and between the City of Lancaster, a Municipal Corporation, in the State of California, and SCA of CA, LLC. (CONTRACTOR) with respect to Agreement for Services between the parties dated July 1, 2022 (“Agreement”).

The Parties agree as follows:

1. The City acknowledges that the CONTRACTOR’s business name has changed from CleanStreet, Inc. to SCA of CA, LLC.

2. The term of the Agreement is extended to and including June 30, 2023.

3. " Payment Clause," attached hereto as Exhibit "A".

4. All other terms and provisions of the Agreement and subsequent amendments are hereby reaffirmed.

CITY OF LANCASTER CONTRACTOR
SCA of CA, LLC.

______________________ ______________________
Jason Caudle, City Manager Tony Cincotta, Regional Vice President

ATTEST:

City Clerk
APPROVED AS TO FORM:

City Attorney
CONTRACT SUBMISSION APPROVAL:

Department Head

EXHIBIT "A"
Effective July 1, 2022

PAYMENT CLAUSE

Payment.

Current Contract: NTE $77,480.28
Additional Areas*
-Identified on October 4, 2021: $56.76
-Identified on November 15, 2021: $888
2022 Contract Total: $78,425.04
**CPI Increase (4.4%): $3,450.70
Contingency (5%): $4,093.79
New Total: NTE $85,969.53

The City of Lancaster shall reimburse the CONTRACTOR for actual costs, including labor costs and employee benefits incurred by the CONTRACTOR in performance of the work, in an amount not to exceed $85,969.53. Actual costs shall not exceed the estimated wage rates and other costs as set forth in this Agreement. Source documentation supporting billed costs must be submitted with invoice. CONTRACTOR shall provide a cost breakdown with hourly rates for each office and field function in the event that additional work is required beyond the not to exceed fee specified above. Any additional work will require a separate Authorization for CONTRACTOR Services signed by both parties.

**Contract amount to be adjusted annually at time of renewal based on the Bureau of Labor Statistics, Employment Cost Index 12-percentage change for private industry workers in December of each year.

*Additional Areas (Identified after June 1, 2021 Agreement)

Location*
Lane
Miles

Route

Frequency

Unit Cost

Monthly Cost
TR45033 0.22 1/3 Tuesday AM 2x/Month $21.50 $4.73
17th Street
East/Avenue H-8

0.09 Wednesdays 1x/Week $18.50 $74
TOTAL: $78.73

*maps below

Additional Area Identified 10/4/21

Neighborhood is off of Avenue K-8, just east of 7th Street East.

Additional Area Identified 11/15/21

STAFF REPORT
City of Lancaster
CC 7
07/12/22
JC
DATE: July 12, 2022
TO: Mayor Parris and City Council Members
FROM: Jason Caudle, City Manager
SUBJECT: Purchase and Installation of Incubator Camera & Door Access Control Panels Recommendation:

Approve the following:

The purchase and installation of cameras for the Lancaster Incubator. There will be 17 Cameras, 12 Security Door Access Control Panels, One Node and One Equipment Rack purchased for a cost of $244,710.00 which includes access to an application to view the cameras and the camera footage which will be stored in the cloud. This is the first part of a multi-part program to update City security.

Fiscal Impact:

The City’s Fiscal Year 2022-2023 budget includes the funding of $244,710.00 for the proposed Incubator Cameras from account 101-4800-301.

Background:

AN:rc
Attachment:

EKC Enterprises Quote
California Multiple Award Schedule
Incubator Floor Plan
.
. 4658 E Weathermaker Ave Office 559-438-0330 LIC - C-7, C-10 916095 . Fresno, CA 93703 Fax 559-438-0333 DIR - 1000000219
. SPIN - 143049022
. CMAS Hardware - 3-19-00-0523A
. CMAS Labor - 3-21-06-1104
.
..

PROJECT.

OWNER.

DATE
..
.

SCOPE OF WORK
.

Assumptions:
.

STANDARD EXCLUSIONS:
* Any 3rd party system integration. .
.

Submitted by: Luis Garcia Includes (0) Addenda
. [email protected]
. (O) 559-438-0330 (C) 559-797-2202
.
.
.

ACCEPTED BY: DATE:

This proposal/quotation shall remain in effect for the next (30) days, after which, it will be subject for review.

In signing this document, I am acknowledging that I understand, am authorized to accept, and accept this Proposal/Contract in its entirety.

Camera Labor $ 36,614.00 Camera Materials $ 20,241.00 Camera Hardware
This project will be completed in approximately 18-20 days. * Communication/Low Voltage Systems: AC Power, Network Swithces, Network Routers, UPS Backup, POE Injectors, Access Points, Grounding Bonding, rooftop- underground conduit/Raceway, Cable Tray/Wire Baskets, Ground Trenching of any kind, Switch Configuration/Programming, Drawings/Engineering/Permit Fees, Patching or Painting, Inventory traking/asset tags, or any other item not specifically mentioned above. * Replacement of door(s).
* Modifcation to existing door hardware.

Available PoE switch ports for specified quantity of IP Camera/Door Controllers.

Material to be billed when ordered.

EKC will have access to all MDF/IDF/Camera/door locations prior to start of work.

Installation to take place during normal business hours, Mon-Fri. (7am-4pm) Existing network cabinet with available space to add patch panels as needed.

All network configurations to be provided by "Others".

Proposal reflects prevailing wage rates.

AC Materials $ 43,693.00 Total $ 244,710.00
AC Hardware $ 24,832.00 $ 76,013.00
Cost Summary
AC Labor $ 43,317.00 Provide/install (17) Verkada 10-year Camera License.

Provide/install (3) Verkada AC41 4 Door Controller.

Provide/install (12) AD32 Multi-format Card Readers.

Provide/install (12) Verkada 10-Year Door License.

Camera installation includes: mount, aim, focus, and enrollment to Dashboard.

Installation includes: cable, jacks, surface mount box, patch panel, patch cords, j-hook cable supports, and 3/4" EMT/Liquid Tight Flexible conduit as needed.

Provide/install (1) 18U Wall Mount Cabinet with fan/filter kit.

Provide/install (16) Verkada ACC-MNT-2 Arm Mounts.

Provide/install (16) Verkada ACC-MNT-8 Pendant Caps.

Provide/install (1) Verkada CB51-E Outdoor Bull Camera 365-days Provide/install (16) Verkada CD52 Indoor Dome Camera 365-days Installation includes: cabinet, 3/4-inch plywood backboard, fan/filter kit, and misc. mounting hardware. (LOT) provide/install associated systems cabling for facility access control requiements.

Provide/install (12) retrofit installation of existing specified door locations to accommodate requried electrified door hardware.

Perform access control programming & configuration.

Perfrom verification testing with facility representative for final acceptance testing.

Perfrom end user training.
: Incubator - Verkada Install R.5
: City of Lancaster
: 06/24/2022
EKC Enterprises, Inc. is pleased to submit a lumpsum quotation of $244,710.00 for the below scope of work.

Provide/install (29) category 6 data drops as specified. (1) each for a total of (17) new camera and (12) new access control door locations.

Procurement Division
707 Third Street, 2nd Floor, MS #2-202
West Sacramento, CA 95605-2811
State of California

MULTIPLE AWARD SCHEDULE
EKC Enterprises, Inc.

Categories Information
CMAS NUMBER: 3-21-04-1107
CMAS TERM DATES: 4/28/2021 through 9/15/2024
CMAS CATEGORY: Information Technology Goods & Services

APPLICABLE
TERMS & CONDITIONS:

June 7, 2019
(www.dgs.ca.gov/-/media/Divisions/PD/Acquisitions/
CMAS/IT-CMAS-Terms-and-Conditions.ashx?la=en&
hash=B41342080DE511121ECC253A04D62AC90CED
6123)
MAXIMUM ORDER LIMIT:

State Agencies: See Purchasing Authority
Dollar Threshold provision
Local Government Agencies: Unlimited
FOR USE BY: State & Local Government Agencies
BASE SCHEDULE #: GS-35F-0711V
BASE SCHEDULE HOLDER: Comnet Communications
This CMAS provides for the purchase, warranty, and installation of cable and wire products. (See page 3 for the restrictions applicable to this CMAS.) NOTICE: Products and/or services on this CMAS may be available on a Mandatory Statewide Contracts. If this is the case, the use of this CMAS is restricted unless the State agency has an approved exemption as explained in the Statewide Contract User Instructions. Information regarding Statewide Contracts can be obtained at the: Statewide Contract Index Listing

(www.dgs.ca.gov/PD/About/Page-Content/PD-Branch-Intro-Accordion-List/Acquisitions/Statewide- Contracts?search=statewide contract listing). This requirement is not applicable to local government entities.

Buyers must verify that the CMAS vendor has a letter of authorization from the manufacturer or an authorized distributor for the sale of the products being procured. Service specific letters of authorization are required if the CMAS vendor is providing installation services.

The services provided under this CMAS are only in support of the products covered by this CMAS.

Effective Date: 4/28/2021
Original Signature on File
BRYAN DUGGER, Program Analyst, California Multiple Award Schedules Unit

CALIFORNIA MULTIPLE AWARD SCHEDULE (CMAS)
EKC ENTERPRISES, INC.

CMAS NO. 3-21-04-1107
April 7, 2021 Ordering Instructions and Special Provisions 2 The most current Ordering Instructions and Special Provisions, CMAS Terms and Conditions, and products and/or services are included herein. All purchase orders issued by State agencies shall incorporate these Ordering Instructions and Special Provisions and CMAS Terms and Conditions.

Agency non-compliance with the requirements may result in the loss of delegated authority to use the CMAS program.

CMAS contractor non-compliance with the requirements may result in termination.

CALIFORNIA MULTIPLE AWARD SCHEDULE (CMAS)
EKC ENTERPRISES, INC.

CMAS NO. 3-21-04-1107
April 7, 2021 Ordering Instructions and Special Provisions 3

CMAS PRODUCT & SERVICE CODES
Product & Service Codes listed below are for marketing purposes only. Review the base schedule for the products and/or services available.

Brand-Chatsworth
Brand-Corning
Brand-General Cable
Brand-Gruber
Brand-Hitachi
Brand-Leviton
Brand-Panduit
Brand-Superior
Cable-Telecommunication

AVAILABLE PRODUCTS AND/OR SERVICES
All of the products in the base schedule are available within the scope of this CMAS.

The ordering agency must verify all products and/or services are currently available on the base General Services Administration (GSA) schedule. Access the GSA eLibrary at www.gsaelibrary.gsa.gov.

EXCLUDED PRODUCTS AND/OR SERVICES
Public works services with a requirement for State contractor licensing, and order-level materials are not available under this CMAS.

ISSUE PURCHASE ORDER TO
Agency purchase orders must be either mailed or emailed to the following:

CMAS contractor
4658 East Weathermaker Avenue
Fresno, CA 93703
Attn: Chris Shafer
E-mail: [email protected]
Agencies with questions regarding products and/or services may contact the CMAS contractor as follows:

Contact: Chris Shafer
Phone: (559) 438-0330
E-mail: [email protected]

CALIFORNIA MULTIPLE AWARD SCHEDULE (CMAS)
EKC ENTERPRISES, INC.

CMAS NO. 3-21-04-1107
April 7, 2021 Ordering Instructions and Special Provisions 4 TOP 500 DELINQUENT TAXPAYERS
In accordance with Public Contract Code (PCC) § 10295.4, and prior to placing an order for IT goods and/or services, agencies must verify with the Franchise Tax Board and the California Department of Tax and Fee Administration that this CMAS contractor’s name does not appear on either list of the 500 largest tax delinquencies pursuant to Section 7063 or 19195 of the Revenue and Taxation Code. See next paragraph for information.

The Franchise Tax Board’s list of Top 500 Delinquent Taxpayers is available at
www.ftb.ca.gov/about-ftb/newsroom/top-500-past-due-balances/index.html.

The California Department of Tax and Fee Administration’s list of Top 500 Sales & Use Tax Delinquencies in California is available at www.cdtfa.ca.gov/taxes-and-fees/top500.htm.

CALIFORNIA SELLER’S PERMIT
The CMAS contractor’s California Seller’s Permit Number is 102409870. Prior to placing an order with this company, agencies must verify that this permit is still valid at the California Department of Tax and Fee Administration website (cdtfa.ca.gov).

CMAS PRICES
The maximum prices allowed for the products and/or services available are those set forth in the base schedule.

The ordering agency is encouraged to seek prices lower than those in the base schedule. When responding to an agency’s Request for Offer (RFO), the CMAS contractor can offer lower prices to be competitive.

CALIFORNIA CIVIL RIGHTS LAW CERTIFICATION
Pursuant to Public Contract Code section 2010, effective January 1, 2017, applicants must certify their compliance with the California Civil Rights laws and Employer Discriminatory Policies (section 51 of the Civil Code, section 12960 of the Government Code). It is the agency’s responsibility to verify that the contractor has a California Civil Rights Law Certification on file.

WARRANTY
For warranties, see the base schedule, the CMAS Terms and Conditions, General Provisions, and CMAS Warranty.

DELIVERY
5-7 days after receipt of order, or as negotiated between agency and CMAS contractor and included in the purchase order, or as otherwise stipulated in the contract.

SHIPPING INSTRUCTIONS
F.O.B. (Free On Board) Destination. Seller pays the freight charges.

CALIFORNIA MULTIPLE AWARD SCHEDULE (CMAS)
EKC ENTERPRISES, INC.

CMAS NO. 3-21-04-1107
April 7, 2021 Ordering Instructions and Special Provisions 5

PURCHASING AUTHORITY DOLLAR THRESHOLD
Order limits for the purchase of goods and/or services is determined by the individual agency purchasing authority threshold.

No CMAS order may be executed by a State agency that exceeds that agency’s purchasing authority threshold. State agencies with approved purchasing authority, along with their dollar thresholds can be obtained at the List of State Departments with Approved Purchasing Authority website (www.dgs.ca.gov/PD/Resources/Page-Content/Procurement-Division-Resources-List- Folder/List-of-State-Departments-with-Approved-Purchasing-Authority).

HOW TO USE CMAS
Agencies must adhere to the detailed requirements in the State Contracting Manual (SCM) when using CMAS. The requirements for the following bullets are in the SCM, Volume 2, Chapter 6 (for non-IT), the SCM, Volume 3, Chapter 6 (for IT), and the SCM, Volume FISCal, Chapter 5 (FISCal):
• Develop a Request for Offer, which includes a Scope of Work (SOW), and Bidder Declaration form. For information on the Bidder Declaration requirements, see the SCM, Volume 2, Section 3.5.7 and Volume 3, Section 3.4.7.
• Search for potential CMAS contractors
on the CMAS website
(www.dgs.ca.gov/PD/About/Page-Content/PD-Branch-Intro-Accordion- List/Acquisitions/California-Multiple-Award-Schedules) and select “Find a CMAS Contractor.”
• Solicit offers from a minimum of 3 CMAS contractors including one small business and/or DVBE, if available, who are authorized to sell the products and/or services needed. • If soliciting offers from a certified DVBE, include the Disabled Veteran Business Enterprise Declarations form (Standard 843) in the Request for Offer. This declaration must be completed and returned by the DVBE prime contractor and/or any DVBE subcontractors. (See the SCM Volumes 2, 3, and FISCal, Chapter 3).
• This is not a bid transaction, so the small business preference, DVBE incentives, protest language, intents to award, evaluation criteria, advertising, etc., are not applicable. • If less than 3 offers are received, State agencies must document their file with the reasons why the other suppliers solicited did not respond with an offer. • Assess the offers received using best value methodology, with cost as one of the criteria. • Issue a Purchase Order to the selected CMAS contractor. • For CMAS transactions under $10,000, only one offer is required if the State agency can establish and document that the price is fair and reasonable. The fair and reasonable method can only be used for non-customizable purchases.

Local governments set their own order limits, and are not bound by the order limits on the cover page of this CMAS.

CALIFORNIA MULTIPLE AWARD SCHEDULE (CMAS)
EKC ENTERPRISES, INC.

CMAS NO. 3-21-04-1107
April 7, 2021 Ordering Instructions and Special Provisions 6

SPLITTING ORDERS
Splitting orders to avoid any monetary limitations is prohibited.

Do not circumvent normal procurement methods by splitting purchases into a series of delegated purchase orders, per Public Contract Code (PCC) § 10329.

Splitting a project into small projects to avoid either fiscal or procedural controls is prohibited, per State Administrative Manual (SAM) § 4819.34.

MINIMUM ORDER LIMITATION
There is no minimum dollar value limitation on orders placed under this CMAS.

ORDERING PROCEDURES

1. Purchase Orders
All Ordering Agency purchase order documents executed under this CMAS must contain the applicable CMAS number as show on page 1.

1. State Departments:

Standard 65 Purchase Documents – State departments not transacting in FISCal must use the Purchasing Authority Purchase Order (Standard 65) for purchase execution. An electronic version of the
Standard 65 is available at the DGS-PD website
(www.dgsapps.dgs.ca.gov/osp/StatewideFormsWeb/Forms.aspx), select Standard STD Forms.

FISCAL Purchase Documents – State departments transacting in FISCal will follow the FISCal procurement and contracting procedures.

2. Local Governmental Departments:

Local governmental agencies may use their own purchase document for purchase execution.

The agency is required to complete and distribute the purchase order. For services, the agency shall modify the information contained on the order to include the service period (start and end date), and the monthly cost (or other intermittent cost), and any other information pertinent to the services being provided. The cost for each line item should be included in the order, not just system totals.

The contractor must immediately reject purchase orders that are not accurate. Discrepancies are to be negotiated and incorporated into the purchase order prior to the products and services being delivered.

CALIFORNIA MULTIPLE AWARD SCHEDULE (CMAS)
EKC ENTERPRISES, INC.

CMAS NO. 3-21-04-1107
April 7, 2021 Ordering Instructions and Special Provisions 7

2. Service and Delivery after CMAS Expiration
The purchase order must be issued before the CMAS expires. However, delivery of the products or completion of the services may be after the CMAS expires (unless otherwise specifically stated in the purchase order).

3. Multiple CMAS Agreements on a Single Purchase Order
Agencies wishing to include multiple CMAS agreements on a single FISCal purchase order must adhere to the following guidelines:
• All CMAS must be for the same CMAS contractor.
• The purchase order must go to one contractor location. • Write the word “CMAS” in the space usually reserved for the contract number. On Standard 65’s, this is at the top of the form. The word “CMAS” signifies that the purchase order contains items from multiple CMAS agreements. The purchasing agency may only use one bill code.
• For each individual CMAS (as differentiated by alpha suffix), the agency must identify and group together the CMAS number with the line items and subtotal per CMAS number (do not include tax in the subtotal), and sequentially identify each individual CMAS as Sub #1, Sub #2, Sub #3, etc. This facilitates accurate billing of administrative fees by the Procurement Division.
• The total of all items on the purchase order must not exceed the purchase order limit identified in the CMAS.
• Do not combine items from both non-IT and Information Technology CMAS agreements. A non-IT CMAS begin with the number “4” and an Information Technology CMAS begins with the number “3.” The purchase order limits are different for these two types of CMAS agreements.

4. Amendments to Agency's Purchase Orders
Agency purchase orders cannot be amended if the CMAS has expired.

The SCM, Volumes 2 & 3, Chapter 6.A5.0 and SCM, Volume FISCal, Chapter 5.A4.0 provides the following direction regarding amendments to all types of LPA purchase orders:

Original orders, which include options for changes (e.g., quantity or time), that were evaluated and considered in the selection for award during the RFO process, may be amended consistent with the terms of the original order, provided that the original order allowed for amendments. If the original order did not evaluate options, then amendments are not allowed unless an NCB is approved for those amendments.

CALIFORNIA MULTIPLE AWARD SCHEDULE (CMAS)
EKC ENTERPRISES, INC.

CMAS NO. 3-21-04-1107
April 7, 2021 Ordering Instructions and Special Provisions 8 Amendments unique to non-IT services are covered in the SCM, Volume 2, Chapter 6.B2.9 and SCM, Volume FISCal, Chapter 5.A4.1 as follows:

If the original contract permitted amendments, but did not specify the changes (e.g., quantity or time), it may be amended, per Public Contract Code (PCC) § 10335 (d)(1). Only a contract may be amended once under this exemption. The time shall not exceed one year, or add not more than 30% of the original order value and may not exceed $250,000. If the original contract did not have language permitting amendments, the NCB process must be followed.

Also, see the SCM, Volumes 2 & 3, Chapter 8, Topic 6, for more information on amending purchase orders.

CMAS CONTRACTOR OWNERSHIP INFORMATION
The CMAS contractor is a certified small business (SB) enterprise. Their Office of Small Business and DVBE Services (OSDS) certification number 2003864 expires on 2/28/2022.

If this certification has expired, the current expiration date should be verified at: Cal eProcure (caleprocure.ca.gov/pages/index.aspx) or by contacting the Office of Small Business and DVBE Services at (916) 375-4940. Note that some companies have been assigned a new certification number, so use the company name and/or certification number when checking status on-line.

SMALL BUSINESS MUST BE CONSIDERED
Prior to placing orders under the CMAS program, State agencies shall whenever practicable first consider offers from small businesses that have established CMAS [Government Code (GC) § 14846(b)]. NOTE: The Department of General Services auditors will request substantiation of compliance with this requirement when agency files are reviewed.

CMAS Small Business and Disabled Veteran Partners lists (www.dgs.ca.gov/PD/About/Page-
Content/PD-Branch-Intro-Accordion-List/Acquisitions/California-Multiple-Award-Schedules) can be found on the CMAS website by selecting “Find a CMAS Contractor”.

In response to our commitment to increase participation by small businesses, the Department of General Services waives the administrative fee (a fee currently charged to customer agencies to support the CMAS program) for orders to certified small business enterprises.

See the current fees in the DGS Price Book
at: www.dgs.ca.gov/OFS/Price-Book.

SMALL BUSINESS/DVBE - TRACKING
State agencies are able to claim subcontracting dollars towards their SB or DVBE goals whenever the CMAS contractor subcontracts a commercially useful function to a certified SB or DVBE. The CMAS contractor will provide the ordering agency with the name of the SB or DVBE used and the dollar amount the ordering agency can apply towards its SB or DVBE goal.

CALIFORNIA MULTIPLE AWARD SCHEDULE (CMAS)
EKC ENTERPRISES, INC.

CMAS NO. 3-21-04-1107
April 7, 2021 Ordering Instructions and Special Provisions 9

SMALL BUSINESS/DVBE - SUBCONTRACTING

1. The amount an ordering agency can claim towards achieving its SB or DVBE goals is the dollar amount of the subcontract award made by the CMAS contractor to each SB or DVBE.

2. The CMAS contractor will provide an ordering agency with the following information at the time the order is quoted:
a. The CMAS contractor will state that, as the prime contractor, it shall be responsible for the overall execution of the fulfillment of the order.
b. The CMAS contractor will indicate to the ordering agency how the order meets the SB or DVBE goal, as follows:
i. List the name of each company that is certified by the Office of Small Business and DVBE Services that it intends to subcontract a commercially useful function to; and ii. Include the SB or DVBE certification number of each company listed, and attach a copy of each certification; and
iii. Indicate the dollar amount of each subcontract with a SB or DVBE that may be claimed by the ordering agency towards the SB or DVBE goal; and iv. Indicate what commercially useful function the SB or DVBE subcontractor will be providing towards fulfillment of the order.

3. The ordering agency’s purchase order must be addressed to the prime contractor, and the purchase order must reference the information provided by the prime contractor as outlined above.

WITHHOLD LANGUAGE (SB588)
Option 1 – Withhold Language
Upon delivery or completion of ordered goods or services, for which the Contractor committed to DVBE subcontractor participation, state departments shall require the Contractor to certify all the following:

1. The amount and percentage of work the Contractor committed to provide to one or more DVBEs under the requirements of the contract and the amount each DVBE received from the Contractor.

2. That all payments under the contract have been made to the DVBE. Upon request, the Contractor shall provide proof of payment for the work.

CALIFORNIA MULTIPLE AWARD SCHEDULE (CMAS)
EKC ENTERPRISES, INC.

CMAS NO. 3-21-04-1107
April 7, 2021 Ordering Instructions and Special Provisions 10 In accordance with the Military and Veterans Code 999.7, state departments shall withhold $10,000 from the final payment, or the full final payment if less than $10,000, if the Contractor fails to meet the certification requirements identified above. State departments shall notify the Contractor of their failure to meet the certification requirements and give the Contractor an opportunity to comply with the certification requirements. If after thirty (30) calendar days from the date of notice, the Contractor refuses to comply with the certification requirements, the state department shall permanently deduct $10,000 from the final payment, or the full payment if less than $10,000.

Option 2 – No Withhold Language
During the contract term, and upon completion of the contract for which a DVBE subcontractor commitment was made, DGS-PD will require the Contractor to certify all participation commitments and payments under the contract have been made to the DVBE. Upon request by DGS-PD, the Contractor shall provide proof of payment for the work.

NEW EQUIPMENT REQUIRED
The State will procure new equipment. All equipment must be new (or warranted as newly manufactured) and the latest model in current production. Used, shopworn, demonstrator, prototype, or discontinued models are not acceptable.

Where Federal Energy Management Program (FEMP) standards are available, all State agencies shall purchase only those products that meet the recommended standards. All products displaying the Energy Star label meet the FEMP standards.

SPECIAL MANUFACTURED GOODS
Any CMAS for goods to be manufactured by the CMAS contractor specifically for the State and not suitable for sale to others may require progress payments.

PRODUCT INSTALLATION
The CMAS contractor is fully responsible for all installation services performed under the CMAS.

Product installations must be performed by manufacturer authorized personnel and meet manufacturer documented specifications.

The prime contractor, as well as any subcontractors, must hold any certifications and/or licenses required for the project.

CALIFORNIA MULTIPLE AWARD SCHEDULE (CMAS)
EKC ENTERPRISES, INC.

CMAS NO. 3-21-04-1107
April 7, 2021 Ordering Instructions and Special Provisions 11

TRADE-IN EQUIPMENT
Trade-ins at open market price may be considered. The product description and trade-in allowance must be identified on the purchase order.

Agencies are required to adhere to State Administrative Manual (SAM) § 3520 through 3520.6, Disposal of Personal Property and Surplus Personal Property, as applicable, when trade-ins are considered. A Property Survey Report, Standard 152, must be submitted for approval prior to disposition of any State-owned personal property, including general office furniture regardless of the acquisition value, or if the property was recorded or capitalized for accounting purposes.

STATE AGENCY BUY RECYCLED CAMPAIGN (SABRC)
State ordering agencies are required to report purchases made within the eleven product categories in the California Department of Resources Recycling and Recovery’s State Agency Buy Recycled Campaign (SABRC) per Public Contract Code sections 12200-12217.

Contractor will be required to complete and return a Recycled-Content Certification form

(www.calrecycle.ca.gov/contracts/forms) upon request by the state ordering agency.

ELECTRONIC WASTE RECYCLING
State agencies are required to recycle state owned surplus electronic equipment that has no useful life remaining (E-Waste), to the maximum extent possible. State agencies shall dispose of E-Waste using the services of the California Prison Industry Authority (CALPIA), unless the agency meets the pickup quantity and location exemption criteria detailed in State Administrative Manual (SAM) § 3520.10. Electronic equipment that is usable and still retains value is not considered E-Waste and must be reutilized through the DGS, Office of Fleet and Asset Management (OFAM) Surplus Personal Property Warehouse.

State agencies shall determine which equipment meets the definition of E-Waste or reusable Electronic Equipment, per the definitions provided in the State Administrative Manual Management Memo MM 17-06. OFAM will validate that equipment meets the appropriate definition when reviewing the submitted Property Survey Report (Standard 152).

Please see State Administrative Manual (SAM) § 3520.10 for more information on this policy.

Information for submitting a Standard 152 can be found on the DGS OFAM surplus property

website (www.dgs.ca.gov/RESD/Resources/Page-Content/Real-Estate-Services-Division- Resources-List-Folder/DGS-Surplus-Property-Homepage).

Information on the CALPIA E-Waste Program can be found at: www.calpia.ca.gov/products- services/e-waste-recycling-computer-refurbishing
The E-Waste Exemption Request Form EWR-F029 can be found at:
www.calpia.ca.gov/calpia/assets/File/ewaste/E-Waste%20Exemption_EWR-F029.pdf

CALIFORNIA MULTIPLE AWARD SCHEDULE (CMAS)
EKC ENTERPRISES, INC.

CMAS NO. 3-21-04-1107
April 7, 2021 Ordering Instructions and Special Provisions 12 The electronic waste recycling fee must be shown as a line item on the agency purchase order before the CMAS contractor can include it on their invoice.

PRODUCTIVE USE REQUIREMENTS
The customer in-use requirement applies to all procurements of information technology equipment and software, per the SCM, Volume 3, Chapter 2, Section 2.B6.2 and SCM, Volume FISCal, Chapter 2, Section 2.E3.2.

Each equipment or software component must be in current operation for a paying customer and the paying customer must be external to the contractor’s organization (not owned by the contractor and not owning the contractor).

To substantiate compliance with the Productive Use Requirements, the CMAS contractor must provide upon request the name and address of a customer installation and the name and telephone number of a contact person.

The elapsed time such equipment or software must have been in operation is based upon the importance of the equipment or software for system operation and its cost. The following designates product categories and the required period of time for equipment or software operation prior to approval of the replacement item on CMAS.

Category 1 - Critical Software: Critical software is software that is required to control the overall operation of a computer system or peripheral equipment. Included in this category are operating systems, data base management systems, language interpreters, assemblers and compilers, communications software, and other essential system software.

Cost Installation Final Bid Submission
More than $100,000 8 months 6 months
$10,000 up to $100,000 4 months 3 months
Less than $10,000 1 month 1 month
Category 2 - All Information Technology Equipment and Non-Critical Software: Information technology equipment is defined in State Administrative Manual (SAM) § 4819.2.

Cost Installation Final Bid Submission
More than $100,000 6 months 4 months
$10,000 up to $100,000 4 months 3 months
Less than $10,000 1 month 1 month

CALIFORNIA MULTIPLE AWARD SCHEDULE (CMAS)
EKC ENTERPRISES, INC.

CMAS NO. 3-21-04-1107
April 7, 2021 Ordering Instructions and Special Provisions 13

NOT SPECIFICALLY PRICED (NSP) ITEMS
The only time that open market/incidental, non-schedule items may be included in a CMAS order is when they fall under the parameters of the Not Specifically Priced (NSP) Items provision.

CMAS contractors must be authorized providers of the hardware, software and/or services they offer under the Not Specifically Priced (NSP) Items provision.

Agency and CMAS contractor use of the NSP provision is subject to the following requirements:

1. Purchase orders containing only NSP items are prohibited.

2. A purchase order containing NSP items may be issued only if it results in the lowest overall alternative to the State.

3. NSP items shall be clearly identified in the order. Any product or service already specifically priced and included in the base schedule may not be identified as an NSP item.

4. NSP Installation Services: The CMAS contractor is fully responsible for all installation services performed under the CMAS. Product installations must be performed by manufacturer authorized personnel and meet manufacturer documented specifications. The prime contractor, as well as any subcontractors, must hold any certifications and/or licenses required for the project. The total dollar value of all installation services included in the purchase order cannot exceed the dollar value of the products included in the purchase order, nor can they exceed the NSP Maximum Order Limitation.

5. Maximum Order Limitation: For orders $250,000, or less, the total dollar value of all NSP items included in a purchase order shall not exceed $5,000. For orders exceeding $250,000, and at the option of the contractor, the total dollar value of all NSP items in a purchase order shall not exceed 5% of the total cost of the order, or $25,000 whichever is lower.

6. An NSP item included in an order issued against a CMAS is subject to all of the terms and conditions set forth in the contract.

7. Trade-ins, upgrades, involving the swapping of boards, are permissible, where the contract makes specific provisions for this action. In those instances, where it is permitted, the purchase order must include the replacement item and a notation that the purchase involves the swapping of a board.

CALIFORNIA MULTIPLE AWARD SCHEDULE (CMAS)
EKC ENTERPRISES, INC.

CMAS NO. 3-21-04-1107
April 7, 2021 Ordering Instructions and Special Provisions 14 The following NSP items are specifically excluded from any order issued under this CMAS:

1. Items not intended for use in directly supporting the priced items included in the same order.

An NSP item must be subordinate to the specifically priced item that it is supporting. For example, a cable, which is not otherwise specifically priced in the base schedule, is subordinate to a specifically priced printer or facsimile machine, and is eligible to be an NSP item subject to that cable meeting the remaining NSP requirements. However, a printer or facsimile machine, which is not otherwise specifically priced in the base schedule, is not subordinate to a specifically priced cable, and is not eligible to be an NSP item.

2. Supply type items, except for the minimum amount necessary to provide initial support to the priced items included in the same order.

3. Items that do not meet the Productive Use Requirements for information technology products, per the SCM, Volume 3, Chapter 2, Section 2.B6.2 and SCM, Volume FISCal, Chapter 2, Section 2.E3.2.

4. Any other item or class of items specifically excluded from the scope of this CMAS.

5. Public Works components NOT incidental to the total purchase order amount.

6. Products or services the CMAS contractor is NOT factory authorized or otherwise certified or trained to provide.

7. Follow-on consultant services that were previously recommended or suggested by the same CMAS contractor.

The CMAS contractor is required to reject purchase orders containing NSP items that do not conform to the above requirements. The CMAS contractor will promptly notify the agency issuing the non-conforming order of its non-acceptance and the reasons for its non-acceptance.

STATE AND LOCAL GOVERNMENTS CAN USE CMAS
State and local government agency use of CMAS is optional. A local government is any city, county, city and county, district, or other local governmental body or corporation, including UC, CSU, K-12 schools and community colleges empowered to expend public funds. While the State makes this CMAS available, each local government agency should make its own determination whether the CMAS program is consistent with their procurement policies and regulations.

CALIFORNIA MULTIPLE AWARD SCHEDULE (CMAS)
EKC ENTERPRISES, INC.

CMAS NO. 3-21-04-1107
April 7, 2021 Ordering Instructions and Special Provisions 15

UPDATES AND/OR CHANGES
A CMAS supplement is not required for updates and/or changes once the update and/or change becomes effective for the base schedule, except as follows:
• A CMAS supplement is required when the CMAS is based on specific products and/or services from another contractor’s multiple award contract and the contractor wants to add a new manufacturer’s products and/or services.
• A CMAS supplement is required for new federal contract terms and conditions that constitute a material difference from existing contract terms and conditions. A material change has a potentially significant effect on the delivery, quantity or quality of items provided, the amount paid to the contractor or on the cost to the State.

SELF-DELETING BASE SCHEDULE TERMS AND CONDITIONS
Instructions, or terms and conditions that appear in the Special Items or other provisions of the base schedule and apply to the purchase, license, or rental (as applicable) of products or services by the US Government in the United States, and/or to any overseas location shall be self-deleting. (Example: "Examinations of Records" provision).

Federal regulations and standards, such as Federal Acquisition Regulation (F A R), Federal
Information Resources Management Regulation (F I R M R), Federal Information Processing Standards (FIPS), General Services Administration Regulation (GSAR), or Federal Installment Payment Agreement (FIPA) shall be self-deleting. Federal blanket orders and small order procedures are not applicable.

ORDER OF PRECEDENCE
The CMAS Terms and Conditions takes precedence if there is a conflict between the terms and conditions of the contractor's base schedule, packaging, invoices, catalogs, brochures, technical data sheets or other documents (see CMAS Terms and Conditions, CONFLICT OF TERMS).

APPLICABLE CODES, POLICIES AND GUIDELINES
All California codes, policies, and guidelines are applicable. The use of CMAS does not reduce or relieve state agencies of their responsibility to meet statewide requirements regarding contracting or the procurement of goods or services. Most procurement and contract codes, policies, and guidelines are incorporated into CMAS agreements. Nonetheless, there is no guarantee that every possible requirement that pertains to all the different and unique State processes has been included.

CALIFORNIA MULTIPLE AWARD SCHEDULE (CMAS)
EKC ENTERPRISES, INC.

CMAS NO. 3-21-04-1107
April 7, 2021 Ordering Instructions and Special Provisions 16

PAYMENTS AND INVOICES

1. Payment Terms
Payment terms for this CMAS are net 45 days.

Payment will be made in accordance with the provisions of the California Prompt Payment Act, Government Code (GC) § 927 et. seq. Unless expressly exempted by statute, the Act requires State agencies to pay properly submitted, undisputed invoices not more than 45 days after (1) the date of acceptance of goods or performance of services; or (2) receipt of an undisputed invoice, whichever is later.

2. Payee Data Record (Standard 204)
State Agencies not transacting in FISCal, must obtain a copy of the Payee Data Record (Standard 204) in order to process payments. State Ordering Agencies forward a copy of the Standard 204 to their accounting offices. Without the Standard 204, payment may be unnecessarily delayed. State Agencies should contact the CMAS contractor for copies of the Payee Data Record.

3. DGS Administrative and Incentive Fees
Orders from State Agencies:

The Department of General Services (DGS) will bill each State agency directly an administrative fee for use of CMAS. The administrative fee should NOT be included in the order total, nor remitted before an invoice is received from DGS. This administrative fee is waived for CMAS purchase orders issued to California certified small businesses.

See the current administrative fees in the DGS Price Book (www.dgs.ca.gov/OFS/Price-Book).

Orders from Local Government Agencies:

CMAS contractors, who are not California certified small businesses, are required to remit to DGS an incentive fee equal to a percentage of the total of all local government agency orders (excluding sales tax and freight) placed against their CMAS. The incentive fee is in lieu of local government agencies being billed the referenced DGS administrative fee.

See the current incentive fees in the DGS Price Book.

This incentive fee is waived for CMAS purchase orders issued to California certified small businesses.

The check covering this fee shall be made payable to the Department of General Services, CMAS Unit, and mailed to the CMAS Unit along with the applicable Quarterly Report. See the provision in this CMAS entitled “Contractor Quarterly Report Process” for information on when and where to send these checks and reports.

CALIFORNIA MULTIPLE AWARD SCHEDULE (CMAS)
EKC ENTERPRISES, INC.

CMAS NO. 3-21-04-1107
April 7, 2021 Ordering Instructions and Special Provisions 17

4. Contractor Invoices
Unless otherwise stipulated, the CMAS contractor must send their invoices to the agency address set forth in the purchase order. Invoices shall be submitted in triplicate and shall include the following:
• CMAS number
• Agency purchase order number
• Agency Bill Code (State Only)
• Line item number
• Unit price
• Extended line item price
• Invoice total
State sales tax and/or use tax shall be itemized separately and added to each invoice as applicable.

The company name on the CMAS, purchase order and invoice must match or the State Controller’s Office will not approve payment.

5. Advance Payments
Advance payment is allowed for services only under limited, narrowly defined circumstances, e.g., between specific departments and certain types of non-profit organizations, or when paying another government agency (Government Code (GC) § 11256 – 11263 and 11019).

It is NOT acceptable to pay in advance, except software maintenance and license fees, which are considered a subscription and may be paid in advance if a provision addressing payment in advance is included in the purchase order.

Software warranty upgrades and extensions may also be paid for in advance, one time.

6. Credit Card
The CMAS contractor accepts the State of California credit card (CAL-Card).

A purchase order is required even when the ordering department chooses to pay the CMAS contractor via the CAL-Card.

7. Lease/Purchase Analysis
State agencies must complete a Lease/Purchase Analysis (LPA) to determine best value when contemplating a lease/rental, and retain a copy for future audit purposes (State Administrative Manual (SAM) § 3710).

For short-term rental equipment, the lease/purchase analysis must be approved by the Department of General Services, Office of legal Services.

CALIFORNIA MULTIPLE AWARD SCHEDULE (CMAS)
EKC ENTERPRISES, INC.

CMAS NO. 3-21-04-1107
April 7, 2021 Ordering Instructions and Special Provisions 18 The lease/purchase analysis for all other purchases must be approved by the Department of General Services, GS SMart State Financial Marketplace. Buyers may contact the GS SMart Administrator, Kris Bianchini via e-mail at [email protected] for further information.

8. Leasing
The State reserves the right to select the form of payment for all procurements, be it either an outright purchase with payment rendered directly by the State, or a financing/lease-purchase or operating lease via the State Financial Marketplace (GS SMart and/or Lease SMart). If payment is via the financial marketplace, the Supplier will invoice the State and the State will approve the invoice and the selected Lender/Lessor for all product listed on the State’s procurement document will pay the supplier on behalf of the State.

Buyers may contact the GS SMart Administrator, Kris Bianchini via e-mail at [email protected]
for further information.

CONTRACTOR QUARTERLY REPORT PROCESS
CMAS contractors are required to submit a detailed CMAS Business Activity Report on a quarterly basis to the CMAS Unit.

This report shall be mailed to:

Department of General Services
Procurement Division – CMAS Unit
Attention: Quarterly Report Processing
P
O Box 989052, MS #2-202
West Sacramento, CA 95798-9 0 5 2
Reports that include checks for incentive fees must be mailed and shall not be e-mailed. All other reports may be e-mailed to the attention of Quarterly Report Processing as follows:

CMAS Unit E-Mail: [email protected]
For the full instructions on completing and submitting CMAS Quarterly Business Activity Reports, and a soft copy of a blank quarterly report form, go to the CMAS website (www.dgs.ca.gov/PD/About/Page-Content/PD-Branch-Intro-Accordion-List/Acquisitions/California- Multiple-Award-Schedules) and then select “File a CMAS Quarterly Report”.

CALIFORNIA MULTIPLE AWARD SCHEDULE (CMAS)
EKC ENTERPRISES, INC.

CMAS NO. 3-21-04-1107
April 7, 2021 Ordering Instructions and Special Provisions 19 Important things to remember regarding CMAS Quarterly Business Activity Reports:
• A report is required for each CMAS, each quarter, even when no new purchase orders are received in the quarter.
• A separate report is required for each CMAS.
• Each purchase order must be reported only once in the quarter identified by the purchase order date, regardless of when the services were performed, the products were delivered, the invoice was sent, or the payment was received. • Purchase orders from State and local government agencies must be separated on the report, as shown in the instructions.
• CMAS contractors must report the sales activity for all resellers listed on their CMAS. • Any report that does not follow the required format or excludes required information will be deemed incomplete and returned to the CMAS contractor for corrections. • Taxes and freight must not be included in the report. • CMAS contractors must attach to their quarterly report a check covering the required incentive fee for all CMAS sales to local government agencies. • New CMAS agreements and supplements will be approved only if the CMAS contractor has submitted all required quarterly reports and incentive fees.

CMAS Quarterly Business Activity Reports are due in the CMAS Unit within two weeks after the end of each quarter as shown below:

Quarter 1
January 1 to March 31 Due April 15
Quarter 2 April 1 to June 30 Due July 15
Quarter 3 July 1 to September 30 Due October 15
Quarter 4 October 1 to December 31 Due January 15

CONTRACTOR QUARTERLY INCENTIVE FEES
CMAS contractors, who are not California certified small businesses, are required to remit to DGS an incentive fee equal to a percentage of the total of all local government agency orders (excluding sales tax and freight) placed against their CMAS. The incentive fee is in lieu of local government agencies being billed the referenced DGS administrative fee.

See the current incentive fees in the DGS Price Book
.

CMAS contractors cannot charge local government agencies an additional charge on a separate line item to cover the incentive fee. The CMAS contractor must include the incentive fee in the price of the products or services offered, and the line item prices must not exceed the applicable base schedule prices.

A local government agency is any city, county, district, or other local governmental body, including the California State University (CSU) and University of California (UC) systems, K-12 public schools and community colleges empowered to expend public funds.

This incentive fee is waived for CMAS purchase orders issued to California certified small businesses.

CALIFORNIA MULTIPLE AWARD SCHEDULE (CMAS)
EKC ENTERPRISES, INC.

CMAS NO. 3-21-04-1107
April 7, 2021 Ordering Instructions and Special Provisions 20 The check covering this fee shall be made payable to the Department of General Services, CMAS Unit, and mailed to the CMAS Unit along with the applicable Quarterly Report. See the provision in this CMAS entitled “Contractor Quarterly Report Process” for information on when and where to send these checks and reports.

OBTAINING COPY OF ORIGINAL CMAS AND SUPPLEMENTS
A copy of a CMAS and supplements, if any, can be obtained at Cal eProcure (caleprocure.ca.gov).

A complete CMAS consists of the following:
• CMAS cover pages (which includes the signature page, ordering instructions and special provisions, and any attachments or exhibits as prepared by the CMAS Unit) • CMAS Terms and Conditions.
• Base schedule terms and conditions
• Product/service listing and prices
• Supplements, if applicable.

It is important for the agency to confirm that the required products, services, and prices are included in the CMAS and are at or below base schedule rates. To streamline substantiation that the needed items are in the base schedule, the agencies should ask the CMAS contractor to identify the specific pages from the base schedule that include the required products, services, and prices. Agencies should save these pages for their file documentation.

CONTRACTORS ACTING AS FISCAL AGENTS ARE PROHIBITED
When a subcontractor ultimately provides all of the products or performs all of the services that a CMAS contractor has agreed to provide, and the prime contractor only handles the invoicing of expenditures, then the prime contractor's role becomes that of a fiscal agent because it is merely administrative in nature, and does not provide a Commercially Useful Function (CUF). It is unacceptable to use fiscal agents in this manner because the agency is paying unnecessary administrative costs.

AGENCY RESPONSIBILITY
Each agency is responsible for its own contracting program and purchasing decisions, including use of the CMAS program and associated outcomes.

This responsibility includes, but is not necessarily limited to, ensuring the necessity of the services, securing appropriate funding, complying with laws and policies, preparing the purchase order in a manner that safeguards the State’s interests, obtaining required approvals, and documenting compliance with Government Code (GC) § 19130.b (3) for outsourcing services.

It is the responsibility of each agency to consult as applicable with their legal staff and contracting offices for advice depending upon the scope or complexity of the purchase order.

If you do not have legal services available to you within your agency, the DGS Office of Legal Services is available to provide services on a contractual basis.

CALIFORNIA MULTIPLE AWARD SCHEDULE (CMAS)
EKC ENTERPRISES, INC.

CMAS NO. 3-21-04-1107
April 7, 2021 Ordering Instructions and Special Provisions 21

CONFLICT OF INTEREST
Agencies must evaluate the proposed purchase order to determine if there are any potential conflict of interest issues. See the CMAS Terms and Conditions, Conflict of Interest, for more information.

FEDERAL DEBARMENT
When federal funds are being expended, the agency is required to obtain (retain in file) a signed “Federal Debarment” certification from the CMAS contractor before the purchase order is issued.

This certification is required by the regulations implementing Executive Order 12549, Debarment and Suspension, 29 CFR Part 98, Section 98.510, Participants; responsibilities. The regulations were published as Part VII of the May 26, 1988 Federal Register (pages 19160-19211).

CONTRACTOR TRAVEL
The Travel provision is not applicable to this CMAS.

LIQUIDATED DAMAGES FOR LATE DELIVERY
The value of the liquidated damages cannot be a penalty, must be mutually agreed upon by agency and contractor and included in the purchase order to be applicable.

ACCEPTANCE TESTING CRITERIA
If the agency wants to include acceptance testing for all newly installed technology systems, and individual equipment, and machines which are added or field modified (modification of a machine from one model to another) after a successful performance period, the test criteria must be included in the purchase order to be applicable.

AMERICANS WITH DISABILITY ACT (ADA)
Section 504 of the Rehabilitation Act of 1973 as amended; Title VI and VII of the Civil Rights Act of 1964 as amended; Americans with Disabilities Act, 42 USC 12101; California Code of Regulations, Title 2, Title 22; California Government Code, Sections 11135, et seq.; and other federal and State laws, and Executive Orders prohibit discrimination. All programs, activities, employment opportunities, and services must be made available to all persons, including persons with disabilities. See Attachment A for Procurement Division’s ADA Compliance Policy of Nondiscrimination on the Basis of Disability.

Individual government agencies are responsible for self-compliance with ADA regulations.

Contractor sponsored events must provide reasonable accommodations for persons with disabilities.

CALIFORNIA MULTIPLE AWARD SCHEDULE (CMAS)
EKC ENTERPRISES, INC.

CMAS NO. 3-21-04-1107
April 7, 2021 Ordering Instructions and Special Provisions 22

DGS PROCUREMENT DIVISION CONTACT AND PHONE NUMBER
Department of General Services
Procurement Division, CMAS Unit
707 Third Street, 2nd Floor, MS 2-202
West Sacramento, CA 95605-2 8 1 1
Phone # (916) 375-4365

CALIFORNIA MULTIPLE AWARD SCHEDULE (CMAS)
EKC ENTERPRISES, INC.

CMAS NO. 3-21-04-1107
April 7, 2021 Ordering Instructions and Special Provisions 23

ATTACHMENT A

ADA NOTICE
Procurement Division (State Department of General Services)

AMERICANS WITH DISABILITIES ACT (ADA) COMPLIANCE

POLICY OF NONDISCRIMINATION ON THE BASIS OF DISABILITY
To meet and carry out compliance with the nondiscrimination requirements of the Americans with Disabilities Act (ADA), it is the policy of the Procurement Division (within the State Department of General Services) to make every effort to ensure that its programs, activities, and services are available to all persons, including persons with disabilities.

For persons with a disability needing a reasonable accommodation to participate in the Procurement process, or for persons having questions regarding reasonable accommodations for the Procurement process, please contact the Procurement Division at (916) 375-4400 (main office); the Procurement Division TTY/TDD (telephone device for the deaf) or California Relay Service numbers which are listed below. You may also contact directly the Procurement Division contact person who is handling this procurement.

Important: To ensure that we can meet your need, it is best that we receive your request at least 10 working days before the scheduled event (i.e., meeting, conference, workshop, etc.) or deadline due-date for procurement documents.

The Procurement Division TTY telephone numbers are:

Sacramento Office: 916-376-5127 (CALNET 480-5127)
The California Relay Service Telephone Numbers are:

Voice: 1-800-735-2922, or 7-1-1
Speech to Speech Service: 1-800-854-7784
EKC - RIVERSIDE - Lancaster Incubator June 9th, 2022
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STAFF REPORT
City of Lancaster
CC 8
7/12/2022
JC
Date: July 12, 2022
To: Mayor Parris and City Council Members
From: Sonya Patterson, Director – Parks, Arts, Recreation & Community Services Subject: Lancaster National Soccer Center Emergency Well Pump Replacement Recommendation:

1. Per the Public Contract Code 22035 & 22050 Emergency Contracting Procedures, accept update on Lancaster National Soccer Center Emergency Well Pump Replacement.

Fiscal Impact:

No new fiscal impact. On May 24, 2022 Council authorized $166,597.20 (including 20% contingency) to be awarded for the emergency repair.

Background:

The Lancaster National Soccer Center was opened to the public in 1995. LNSC is home to 35 soccer fields and 29 practice fields. These fields are used daily for local recreational league soccer practice, and on weekends for recreational and regional soccer tournaments. It is currently one of the largest recreational soccer facilities in Los Angeles County.

LNSC is irrigated by an onsite well, which is powered by a 150 Horse Power Pump. This pump stopped working on April 26, 2022. Immediately, Legend Pump & Well Service, Inc., was called out for emergency service and inspection. Inspection work was performed (which costs are included in this authorization), and it was determined the well pump needs to be replaced. A quote for replacement parts and installation was provided by Legends Pump & Well Service, Inc. The quote exceeds the amount specified in Section 22032(b) of the California Public Contract Code, which would require the contract to be bid by Informal Bidding Procedure. This procedure would extend award 4-6 weeks.

The repair of the well pump is of the essence to preserve the turf. The well pumps approximately 1,000 gallons of water per minute, whereas the back up well only pumps approximately 400-500 gallons per minute. As we enter into the warmer months, time is of essence, as a delay of 4-6 weeks for bidding, could result in the loss of over half a million dollars of athletic turf due to lack 9 8
0 of adequate water. Additionally, there are several regional soccer tournaments scheduled this summer, in addition to local league use. If the turf needs to be removed and replaced, the fields will be unusable for 2-3 months, resulting in lost revenue for tournaments, leagues, and City tourism dollars.

On May 24, 2022 City Council took the following actions:

1. Adopted Resolution No. 22-20 finding that an emergency exists and authorized the emergency repair of the well pump at the LNSC

2. Authorized the use of Emergency Contracting Procedures per Public Contract Code 22035 & 22050.

3. Authorized award of contract for Emergency Well Pump Replacement, to Legend Pump & Well Service, Inc., of San Bernardino, CA in the amount of $138,831 plus a 20% contingency, to remove and replace the well pump currently providing water to irrigate the Lancaster National Soccer Center.

4. Authorized the City Manager, or his designee, to sign all documents associated with these repairs.

Upon council action, staff issued a Notice to Proceed to Legend Pump & Well Service on May 25, 2022. The purchase requisition was submitted on May 26, 2022. Equipment and materials were received and the well rehab work commenced on June 20, 2022. Installation of the new equipment was scheduled to begin the week of July 5, 2022.

Attachment:

STAFF REPORT
City of Lancaster
CC 9
7/12/2022
JC
Date: July 12, 2022
To: Mayor Parris and City Council Members
From: Jeff Hogan, Senior Director - Development Services Marissa Diaz, Senior Manager - Capital Programs
Subject: Exchange Agreement and Assignment of Federal Highway Infrastructure Program (HIP) Funds with Los Angeles County Metropolitan Transportation Authority (LACMTA) Local Transportation Funds, and Appropriation of LACMTA Proposition C Local Return Funds
Recommendations:

2. Recognize revenues and appropriate expenditures totaling $1,600,000.00 in LACMTA Local Transportation Funds and Proposition C Local Return Funds to the Capital Improvement Program (CIP) project in the account numbers as shown below for the Sierra Highway Resurfacing from Avenue I to Lancaster Boulevard.
Revenue Account 321-3351-106; Expenditure Account 321-12ST051-924: $739,582.00 Revenue Account 209-3315-100; Expenditure Account 209-12ST051-924: $860,418.00 Fiscal Impact:
$1,600,000.00; recognize revenues in the amount of $739,582.00 in Account Number 321-3351- 106, and appropriate the same amount to CIP Account Number 321-12ST051-924; and recognize revenues in the amount of $860,418.00 in Account Number 209-3315-100, and appropriate the same amount to CIP Account Number 209-12ST051-924. While the total HIP Funds exchange is $754,676.00, there is a required 2% processing and administrative fee of $15,094.00 in connection with the exchange. The processing fee is assessed against the total amount of LACMTA funds payable to the City, and will be deducted from the total amount LACMTA is to pay to the City.

The remaining $739,582.00 is recognized as revenue and appropriated as expenditures in the FY 21-22 CIP Budget.
9 8
1 Background:

On April 22, 2021, the Board of Directors of LACMTA approved the programming of approximately $47.5 million in CRRSAA HIP funds. These funds are available through the Caltrans Local Assistance Surface Transportation Block Grant Program (STPGP) and allocated to all 88 cities in Los Angeles County, as well as to the County of Los Angeles, by their relative share of the total county population. The LACMTA Board action also included the opportunity for agencies to exchange their CRRSAA HIP STBGP funding allocations with local funds provided through Metro’s existing federal Surface Transportation Program – Local (STPL) Exchange Program to exchange the funds into LACMTA Local Transportation Funds.

The CRRSAA HIP provides the first and only federal COVID-19 response and relief funding made available to highway infrastructure activities after over a year of direct and significant impacts due to the pandemic on regional and local agencies across California that are responsible for the operations and maintenance of thousands of miles of federal-aid highways. As such, the LACMTA Board approved the use of all $47.5 million in CRRSAA HIP funds distributed by the CTC according to the STBGP as a way to support all of the local agencies across Los Angeles County to “prevent, prepare for, and respond to coronavirus” consistent with the intent of the federal act. HIP funds may be used for a broad range of surface transportation purposes listed in Section 133(b) of Title 23 of the U.S. Code.

On May 25, 2021, the City submitted an intent to participate in the STPL Exchange Program with a project eligible under Section 133(b) defined as, “The project will include pavement resurfacing, restoration, and rehabilitation at various locations throughout the City, on roadway segments functionally classified as “Major Arterials”, “Secondary Arterials”, or “Collectors”. Proposed roadway treatments may include pavement overlays with strategic digouts, cold-in-place recycling, full depth reclamation, and full depth replacement. Crosswalks within the project limits will be upgraded to high-visibility continental style crosswalks, and curb ramp and sidewalks will be replaced for compliance with ADA standards.”
In April 2022, the City submitted a project specific request to LACMTA for the Exchange Program for a new proposed project, Sierra Highway Resurfacing from Avenue I to Lancaster Boulevard.

The City determined the necessary improvements and is proposing to fund the project with the LACMTA Local Transportation Exchange funds and Proposition C Local Return funds. As part of the Exchange Program, LACMTA requires the proposed project to be fully funded. Proposition C Local Return fund are proposed to complete the project funding since the project includes street improvements supporting public transit service for the full length of the project. The project consists of pavement resurfacing, restoration, and rehabilitation on Sierra Highway within the existing street right-of-way from Avenue I to Lancaster Boulevard. Asphalt treatments may include pavement overlays with digouts, cold-in-place recycling, full depth reclamation, and/or full depth replacement. Concrete work may include curb and gutter, cross-gutter, longitudinal gutter, curb ramp, and sidewalk repairs and/or replacement for compliance with ADA standards.

Crosswalks will be upgraded to high visibility “continental” style. Roadway signing and striping will also be updated. This segment of Sierra Highway is currently used by Antelope Valley Transit Authority bus routes 9, 94, 11, 4, 7, 1, and provides access to the Boeing Plaza Transit Center at The BLVD.
9 8
1 FL:vw
Attachment:

Exchange Agreement
Agreement Number 9200000000HIP2118

1 EXCHANGE AGREEMENT AND ASSIGNMENT OF FEDERAL

HIGHWAY INFRASTRUCTURE PROGRAMS FUNDS
This Exchange Agreement and Assignment of Federal Highway Infrastructure Programs Funds ("AGREEMENT") is made and entered into as of May 1, 2021, by and between the City of Lancaster ("CITY") and the Los Angeles County Metropolitan Transportation Authority ("LACMTA").

RECITALS:

CITY is eligible for and has available Federal Highway Infrastructure Programs funds ("HIP Funds").

A. CITY desires to exchange its total allocation of $754,676 of CITY's HIP Funds ("HIP Funds Balance") that LACMTA approved on April 22, 2021for a like total amount of $754,676 of LACMTA Local Transportation Funds ("LACMTA Funds").

B. LACMTA is willing to exchange $754,676 in LACMTA Funds for a like total amount of CITY's HIP Funds subject to the terms and conditions contained herein.

C. An exchange of CITY's HIP Funds with LACMTA Funds is beneficial to and in the general interest of CITY and LACMTA.

NOW THEREFORE, in consideration of the mutual benefits to be derived by CITY and LACMTA, and of the promises contained herein, it is hereby agreed as follows:

AGREEMENT:

1. CITY hereby assigns to LACMTA $754,676 of CITY's HIP Funds. LACMTA shall be authorized to deduct such amounts from CITY's HIP Funds Balance. This assignment shall be automatically effective upon full execution of this AGREEMENT without the necessity of the execution, delivery or recording of any further instrument whatsoever.

Notwithstanding the foregoing, at LACMTA's request, CITY shall execute and deliver such documents and instruments as may be required to evidence such assignment of HIP Funds.

2. LACMTA hereby accepts CITY's assignment of CITY's HIP Funds for use on federal-aid eligible project(s), to be determined by LACMTA in its sole and absolute discretion.

3. Upon receipt of (i) a fully executed AGREEMENT, (ii) CITY's written certification of the amount of CITY's HIP Funds Balance, as defined herein, which CITY's HIP Funds Balance show that CITY has sufficient HIP Funds to meet its obligations hereunder, and (iii) LACMTA's deduction of CITY's HIP Funds as provided in paragraph 1 above, LACMTA shall pay CITY $739,582 of LACMTA Funds which includes the deduction for the processing fee described in paragraph 5 below. For purposes of this AGREEMENT, Agreement Number 9200000000HIP2118

2 CITY's "HIP Funds Balance" shall mean the amounts of funds contained in CITY's HIP Funds account as of the date that this AGREEMENT is fully executed, which includes HIP Funds from the federal Coronavirus Response and Relief Supplemental Appropriations Act (CRRSAA) that was enacted on December 27, 2020. If the HIP Funds Balance becomes insufficient to satisfy CITY's exchange obligations hereunder, CITY hereby authorizes LACMTA to deduct from CITY's future balance of federal Surface Transportation Program- Local (STP-L) funds until LACMTA has in the aggregate received the amount of CITY's HIP Funds specified in paragraph 1 above.

4. CITY must complete and submit an Automated Clearing House (ACH) form (provided in Exhibit A as reference) through LACMTA's website to allow LACMTA to make disbursements electronically. Disbursements via ACH will be made at no cost to CITY. If electronic disbursements are not the preferred method of disbursement, CITY may request an exception in writing.

5. CITY shall pay LACMTA a two-percent (2%) processing and administrative fee (the "Processing Fee") in connection with the exchange contemplated by this AGREEMENT.

The Processing Fee shall be assessed against the total amount of LACMTA Funds payable to CITY. CITY hereby authorizes LACMTA to deduct the Processing Fee from the amount LACMTA is to pay CITY hereunder.

6. CITY shall expend the LACMTA Funds on an HIP Eligible Project and by the Lapsing Date, consistent with the Statement of Work, Schedule and Budget provided in Exhibit B. For the purposes of this AGREEMENT, the "Lapsing Date" shall mean the date that is three (3) years from the date that this AGREEMENT is fully executed. Any LACMTA Funds not expended by the Lapsing Date shall lapse and be returned to LACMTA within thirty (30) days of the Lapsing Date for further programming to third parties as LACMTA determines in its sole discretion.

A. For the purposes of this AGREEMENT, the term "Eligible Project" shall mean the transportation activities described in Exhibit B that: i) would normally qualify under Section 133(b) of Title 23, U.S.C: or ii) are for costs related to preventive maintenance, routine maintenance, debt service payments, availability payments, operations, personnel (including salaries of employees and those employees who have been placed on administrative leave, or contractors), and coverage for other revenue losses due to the coronavirus pandemic. Any other applicable federal regulations and standards related to procurement and project delivery issues may be substituted with applicable state and local regulations, standards, and policies.

B. The term "expend" as used in Section 6 shall mean "encumbered by an awarded contract or paid for an eligible transportation activity".

C. If the LACMTA Funds have lapsed and CITY has not returned all or a portion of the lapsed LACMTA Funds to LACMTA, then CITY shall be considered to be in default and agrees that such outstanding payments shall be paid from CITY funds in the following priority: first, from any of CITY's unobligated HIP Funds Balance, then from CITY's future balance of STP-L funds, then from CITY's Proposition A local return funds, then from CITY's Proposition C local return funds, then from CITY's Measure R local return funds, and then from CITY's Agreement Number 9200000000HIP2118

3 Measure M local return funds. If CITY is in default hereunder, in addition to all rights and remedies available to LACMTA at law or in equity and without further notice or ability to cure by CITY, CITY hereby authorizes LACMTA to withhold the applicable HIP, STP-L or local return funds in the amount needed to satisfy the outstanding amount of lapsed LACMTA Funds due and owing to LACMTA prior to LACMTA transferring the balance of such funds to the CITY in accordance with the applicable state laws or ordinances.

7. CITY must use the LACMTA Funds in the most cost-effective manner. If CITY intends to use a consultant or contractor to implement all or part of the HIP Eligible Project, LACMTA requires that such activities be procured in accordance with CITY's contracting procedures and be consistent with State law as appropriate. CITY will also use the LACMTA Funds in the most cost-effective manner when the LACMTA Funds are used to pay "in-house" staff time. CITY staff or consultants with project oversight roles may not award work to companies in which they have a financial or personal interest. This effective use of funds provision will be verified by LACMTA through on-going project monitoring and through any LACMTA interim and final audits.

8. LACMTA, and/or its designee, shall have the right to conduct audits of CITY's use of the LACMTA Funds, as deemed appropriate, such as financial and compliance audits; interim audits; pre-award audits, performance audits, and final audits. CITY agrees to establish and maintain proper accounting procedures and cash management records and documents in accordance with Generally Accepted Accounting Principles (GAAP). CITY's records shall include, without limitation, any supporting evidence deemed necessary by LACMTA to substantiate CITY's use of LACMTA Funds. These records must be retained by CITY for five years following CITY's last use of the LACMTA Funds. CITY shall reimburse LACMTA for any expenditure not in compliance with the Scope of Work and/or not in compliance with other terms and conditions of this AGREEMENT. The eligibility of costs for CITY's own expenditures submitted to LACMTA for the Eligible Project shall be in compliance with Office of Management and Budget (OMB) Circular A-87 (relocated to Title 2 in the Code of Federal Regulations, Subtitle A, Chapter II, part 225). The eligibility of costs for CITY's contractors, consultants, and suppliers expenditures submitted to LACMTA through CITY's Monthly Progress Reports and Quarterly Expenditures shall be in compliance with OMB Circular A-87 (as relocated) or Federal Acquisition Regulation (FAR) Subpart 31 (whichever is applicable). Findings of the LACMTA audit are final.

When LACMTA audit findings require CITY to return monies to LACMTA, CITY agrees to return the monies within thirty (30) days after the final audit is sent to CITY.

9. The terms of this AGREEMENT shall commence on the date that this AGREEMENT is fully executed and shall terminate once CITY has expended all the LACMTA Funds and all LACMTA audit and reporting requirements have been satisfied.

10. CITY shall fully indemnify, defend and hold LACMTA and its officers, agents, and employees harmless from and against any liability and expenses, including, without limitation, defend costs, any costs or liability on account of bodily injury, death or personal injury of any person, or for damages of any nature whatsoever arising out of (i) a breach of CITY's obligations under this AGREEMENT; or (ii) any act or omission of CITY or its Agreement Number 9200000000HIP2118
4 officers, agents, employees, contractors, or subcontractors in the use of the LACMTA Funds.

11. LACMTA shall fully indemnify, defend and hold CITY and its officers, agents, and employees harmless from and against any liability and expenses, including, without limitation, defend costs, any costs or liability on account of bodily injury, death or personal injury of any person, or for damages to or loss of risk of property, any environmental obligations, any legal fees and any claims for damages of any nature whatsoever arising out of (i) a breach of LACMTA's obligations under this AGREEMENT; or (ii) any act or omission of LACMTA or its officers, agents, employees, contractors, or subcontractors in the use of CITY's HIP Funds.

12. This AGREEMENT may be amended or modified only by mutual written consent of LACMTA and CITY.

13. Any correspondence, communication, or contact concerning this AGREEMENT shall be directed to the following:

CITY OF LANCASTER
Diane Maldonado
Accountant
44933 Fern Avenue
Lancaster, CA 93534
LACMTA
Ashad Hamideh
Senior Director, Countywide Planning and Development
One Gateway Plaza (Mail Stop: 99-23-3)
Los Angeles, California 90012-2952

14. This AGREEMENT shall be interpreted and governed by the laws of the State of California.

15. This AGREEMENT constitutes the entire understanding between the parties with respect to the subject matter herein.

Agreement Number 9200000000HIP2118

5 IN WITNESS WHEREOF, the parties hereto have caused this AGREEMENT to be executed by their respective officers as of the date stated below.

LOS ANGELES COUNTY CITY OF LANCASTER

METROPOLITAN TRANSPORTATION

AUTHORITY

By: By:

Stephanie N. Wiggins Jason Caudle
Chief Executive Officer City Manager

APPROVED AS TO FORM: APPROVED AS TO FORM:

Rodrigo A. Castro-Silva Allison E. Burns, ESQ County Counsel City Attorney

By: By:

Deputy City Attorney

Agreement Number 9200000000HIP2106
Exhibit A

AUTOMATED CLEARING HOUSE (ACH) PAYMENT AUTHORIZATION
Agreement Number 9200000000HIP2106
Exhibit A

AUTOMATED CLEARING HOUSE (ACH) PAYMENT AUTHORIZATION
Agreement Number 9200000000HIP2118
Exhibit B

STATEMENT OF WORK

Project Description

The Project consists of pavement resurfacing, restoration, and rehabilitation on Sierra Highway within the existing street right-of-way from Avenue I to Lancaster Boulevard in the City of Lancaster. Asphalt treatments may include pavement overlays with digouts, cold-in-place recycling, full depth reclamation, and/or full depth replacement. Concrete work may include curb and gutter, cross-gutter, longitudinal gutter, curb ramp, and sidewalk repairs and/or replacement for compliance with ADA standards. Crosswalks will be upgraded to high visibility “continental” style. Roadway signing and striping will also be updated. This segment of Sierra Highway is currently used by Antelope Valley Transit Authority bus routes 9, 94, 11, 4, 7, 1 and provides access to the Boeing Plaza Transit Center at The BLVD.

Schedule

Advertise: November 2022
Award Contract: February 2023
Start Construction: April 2023
Complete Construction: August 2023

Budget

City Proposition C Local Return: $860,418
LACMTA Funds: $739,582
Total Project Cost: $1,600,000

STAFF REPORT
City of Lancaster
PH 1
7/12/2022
JC
Date: July 12, 2022
To: Mayor Parris and City Council Members
From: Jeff Hogan, Senior Director - Development Services Larissa De La Cruz, Senior Manager – Community Development Matthew Simons, Senior Traffic Engineer
Subject: Introduction of an Ordinance to Establish Speed Limits on 135 Roadway Segments and Amend Section 10.04.020 of the Lancaster Municipal Code Recommendation:

Introduce Ordinance No. 1091, establishing speed limits on 135 roadway segments in the City of Lancaster, and amending Section 10.04.020 of the Lancaster Municipal Code (LMC).

Fiscal Impact:

None.

Background:

Section 40802 of the CVC requires that the E&TS studies be conducted every five years where enforcement of the speed limit involves the use of a radar device, which measures the speed of moving vehicles.

The five-year application of the survey findings can be extended to seven years if the officer using the radar/laser device is properly certified in its use, and, if the used electronic device was calibrated within three years of the alleged violations. Additionally, the E&TS studies can be extended for three more years if a registered engineer determines that no significant changes have occurred on the roadway after the seven-year period. However, the recent passage of the Assembly 9 6
6 Bill 43 (AB 43) could extend the application of E&TS studies to 14 years, if evaluated by a registered engineer.

The adoption of the E&TS report is vital to the continued use of radar or laser enforcement.

Without a valid study, the Los Angeles County Superior Court will not uphold speeding violations issued by the Los Angeles County Sheriff’s Department in which radar or laser enforcement are utilized. In addition, if radar or laser are not used, the Sheriff’s Department must rely on less effective alternatives, such as pacing speeding offenders. Effective radar or laser enforcement will promote the orderly movement of vehicles, reduce collisions, and enhance safety for all road users.

The current Citywide E&TS report was adopted in March 2017. The Study includes 269 road segments and actual speed surveys performed from 2014 to 2016, some of which are nearing expiration and require updates. City staff has been conducting E&TS studies for the past three years; the remaining 135 roadway segments in this study will complete the update of the speed limits for all road segments in the City of Lancaster.

Speed limits at 128 road segments were updated in 2019 and 2020. The remaining 135 roadway segments in this Study are nearing the seven-year expiration date. Thus, they require an update of the speed limits through an E&TS study.

Spot speed survey and analysis were conducted by LSY Enterprise, Inc., from October 2021 to January 2022, under the supervision of a registered traffic engineer in the State of California. An individual E&TS survey summary and calculation sheet for spot speed surveys and supporting information are provided in the E&TS Report, 2022 (Exhibit A of the Ordinance).

Amendments to the LMC
The Lancaster Municipal Code Section 10.04.020 (D) identifies speed limits and references the E&TS report. The proposed amendment would include an update to this section and reflect the current study. The section would be amended as follows:

D. Speed Limits

10.The speed limits, as recommended in the E&TS Report 2022, incorporated herein by reference, are hereby established.

Summary and Conclusions
Based on the E&TS study for the 135 roadway segments, staff recommends speed limits to be decreased for 16 roadway segments, increased for one roadway segment, and re-established the current speed limits for 118 roadway segments. The E&TS Report, 2022 details the existing roadway segments with recommended new speed limits (Exhibit A of the Ordinance). 9 6
6 DECREASES TO EXISTING SPEED LIMITS

INCREASES TO EXISTING SPEED LIMITS
MS/jr
Attachments:

Ordinance No. 1091
Exhibit A: Engineering and Traffic Survey (E&TS) Report, 2022

2 5
7 8
ORDINANCE NO. 1091

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF

LANCASTER, CALIFORNIA, ESTABLISHING SPEED LIMITS
ON 135 STREET SEGMENTS IN THE CITY OF LANCASTER,
AND AMENDING SECTION 10.04.020 OF THE LANCASTER

MUNICPAL CODE
WHEREAS, Sections 22357 and 22358 of the California Vehicle Code require that certain local speed limits be determined based upon engineering and traffic surveys; and, WHEREAS, once established, speed limits shall not thereafter be revised except upon the basis of an engineering and traffic survey; and,
WHEREAS, speed limits shall be established by local ordinance; and, WHEREAS, Section 40802 of the California Vehicle Code requires that the engineering and traffic surveys be conducted within five, seven or ten years, depending on certain qualifications, prior to the date of an alleged violation; and, WHEREAS, enforcement of the speed limits involves the use of radar or other electronic devices that measure the speed of moving objects; and
WHEREAS, the City has conducted the engineering and traffic surveys, compiled in the Engineering and Traffic Survey Report dated 2022, which is on file in the office of the City Clerk and incorporated herein by reference.

THE CITY COUNCIL OF THE CITY OF LANCASTER, CALIFORNIA, DOES HEREBY ORDAIN, AS FOLLOWS:

Section 1. Section 10.04.020 of the Lancaster Municipal Code is hereby amended by adding Line No. 10.

D. Speed Limits

10. The speed limits, as recommended in the Engineering and Traffic Survey Reports dated 2022, incorporated herein by reference, are hereby established.

Section 2. That the City Clerk shall certify to the passage of this Ordinance, and will see that it is published and posted in the manner required by law.

Section 3. This Ordinance shall become effective 30 days after its adoption. 2 5
7 8
I, Andrea Alexander, City Clerk of the City of Lancaster, do hereby certify that the foregoing ordinance was regularly introduced and placed upon its first reading on the ______day of ______, 2022, and placed upon its second reading and adoption at a regular meeting of the City Council on the _______ day of ________, 2022, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

ATTEST: APPROVED:
_____________________________ ______________________________ ANDREA ALEXANDER R. REX PARRIS
City Clerk Mayor
City of Lancaster City of Lancaster

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) ss

CITY OF LANCASTER )

CERTIFICATION OF ORDINANCE CITY COUNCIL
I, __________________________ , ___________________________ City of Lancaster, CA, do hereby certify that this is a true and correct copy of the original Ordinance No. 1091, for which the original is on file in my office.

WITNESS MY HAND AND THE SEAL OF THE CITY OF LANCASTER, on this _________ day of ________________ , ________.
(seal)
_____________________________
Exhibit A.

Engineering and
Traffic Survey (E&TS)
Report, 2022

1. Speed Survey Segment List and Speed Limit Recommendations

2. Spot Speed Survey Summary

3. Spot Speed Survey Data Calculation Sheet

4. Radar Device Certification (Kustom Falcon HR)
This report is prepared by Andrew Yi, PE, TE, PTOE, a Professional Traffic Engineer in the State of California.

1. Speed Survey Segment List and
Speed Limit Recommendations
1 of
Road Section Street Location Posted Recommended
ID Speed Limit Speed Limit
1 Avenue G 50th West to 25th West 55 55
2 Avenue G-8 30th West to East End 45 45
3 Avenue G-12 7th Street West to Sierra Highway 40 40
4 Avenue H 35th West to 30th West 55 55
8 Avenue H-2 - 25th St West Ave H to 23rd West 40 35
9 Avenue H-8 Division to 5th East 45 40
10 15th East to 20th East 35 30
12 Avenue I 30th West to 27th West 55 55
17 10th West to Sierra Highway 40 40
23 20th East to 30th East 50 50
24 30th East to 40th East 55 50
25 Lancaster Boulevard 35th West to 30th West 40 40
26 30th West to 25th West 50 50
31 Yucca to Division 30 30
38 Milling Avenue Yucca to Division 40 40
40 Avenue J 60th West to 50th West 55 55
41 50th West to 40th West 50 50
44 25th West to 20th West 40 40
45 20th West to 15th West 40 40
46 15th West to 10th West 40 40
53 20th East to 30th East 50 50
55 Avenue J-8 65th West to 57h West 40 40
57 50th West to 45th West 50 50
58 45th West to 40th West 50 50
59 40th West to 35th West 45 45
60 35th West to 30th West 45 45
61 30th West to 20th West 45 45
66 Challenger Way to 15th East 45 45
67 15th East to 20th East 45 45
72 Avenue K 70th West to 60th West 55 55
73 60th West to 50th West 55 55
74 50th West to 45th West 45 45
80 25th West to 20th West 50 50
81 20th West to 17th West 40 40
82 17th West to 15th West 40 40
83 15th West to 10th West 35 30
91 20th East to 30th East 50 50
92 30th East to 35th East 50 50
Lancaster Speed Survey Segment List/Speed Recommendation City of Lancaster - Speed limit segments and recommendation 2 of
93 35th East to 40th East 50 50
94 Commerce Center Drive 12th West to 10th West 30 30
95 Avenue K-4 10th West to Gadsden 35 35
96 Division to 5th East 30 30
97 Avenue K-6 Divison to 5th East 30 30
98 Avenue K-8 62nd West to 60th West 40 40
99 35th West to 30th West 45 45
103 Divison to 5th East 45 45
104 5th East to Challenger 40 40
109 Avenue L 30th West to 20th West 50 50
110 20th West to 15th West 50 50
111 15th West to 10th West 50 50
112 10th West to Sierra Highway 55 55
113 Sierra Highway to Challenger 55 55
114 30th East to 35th East 55 55
115 Avenue L-8 75th West to 70th West 45 45
116 67th West to 60th West 50 50
118 40th West to 35th West 50 50
119 35th West to 30th West 45 45
120 30th West to 26th West 35 35
121 10th West to 6th West 40 40
125 Avenue M 20th West to 15th West 55 55
126 15th West to 10th West 55 55
129 Avenue M-8 45th West to 40th West 50 45
130 40th West to 35th West 50 45
132 65th Street West Avenue J to Avenue J-8 55 45
133 Avenue J-8 to Avenue J-12 45 45
134 Avenue L to Avenue L-8 45 45
135 60th Street West Avenue I to Avenue J 55 55
143 45th Street West Avenue J to Avenue J-8 45 45
144 Avenue J-8 to Avenue K 45 45
147 40th Street West Avenue M-8 to Avenue N 45 45
148 35th Street West Avenue H to North End 30 30
149 Lancaster to North End 35 35
150 Lancaster to Avenue J 40 40
151 Avenue J to Avenue J-12 40 40
153 Avenue K-8 to Avenue L 45 45
154 Avenue L to Avenue L-8 40 45
155 Avenue L-8 to Avenue M 45 45
156 30th Street West Avenue G to Avenue G-8 55 55
157 Avenue G-8 to Avenue H 55 55
City of Lancaster - Speed limit segments and recommendation 3 of
166 27th Street West Avenue I to Lancaster 45 45
174 23rd Street West Avenue H-2 to Avenue I 45 45
181 20th Street West Avenue L to Avenue M 50 50
182 17th Street West Avenue J-12 to Avenue K 35 35
183 Avenue K to Avenue K-8 40 40
192 13th Street West Avenue K to 12th West 30 30
193 12th Street West Avenue K to Commerce Center 30 30
194 10th Street West Avenue H to Avenue H-8 50 50
195 Avenue H-8 to Avenue I 45 45
196 Avenue I to Lancaster 40 40
197 Lancaster to Avenue J 40 40
198 Avenue J to Avenue J-8 40 40
199 Avenue J-8 to Avenue K 45 45
200 Avenue K to Avenue K-8 50 45
201 Avenue K-8 to Avenue L 50 45
202 Avenue L to Avenue M 50 50
203 7th Street West Avenue G-12 to Avenue H 40 40
204 6th Street West Avenue L-8 to Avenue M 40 40
205 Gadsden Avenue Avenue K to Avenue K-8 35 35
214 Yucca Avenue Avenue I to Lancaster 40 40
215 Lancaster to Milling 40 35
216 Trevor Avenue Avenue H to Avenue I 40 40
225 Business Center Parkway Avenue K-8 to Avenue L 50 45 226 3rd Street East Avenue I to Lancaster 35 35
227 4th Street East Avenue L to Avenue M 45 45
232 5th Street East Avenue K to Avenue K-8 40 40
240 15th Street East Avenue H-12 to Avenue I 35 35
241 Avenue I to Lancaster 45 45
242 Lancaster to Avenue J 45 45
243 Avenue J to Avenue J-8 45 45
244 Avenue J-8 to Avenue K 45 45
245 Avenue K to Avenue K-8 50 45
246 20th Street East Avenue H to Avenue I 55 55
247 Avenue I to Lancaster 50 50
248 Lancaster to Avenue J 50 50
249 Avenue J to Avenue J-8 50 50
250 Avenue J-8 to Avenue K 50 50
251 Avenue K to Avenue L 55 55
252 25th Street East Avenue H-8 to Avenue I 40 40
253 Avenue I to Lancaster 45 45
254 Lancaster to Avenue J 45 45
City of Lancaster - Speed limit segments and recommendation 4 of
255 Avenue J to Avenue J-4 40 40
256 Avenue J-8 to Avenue K 40 40
257 Avenue K to Avenue K-4 35 35
258 26th Street East Avenue H-8 to Avenue I 35 35
259 30th Street East Avenue I to Lancaster 50 45
260 Lancaster to Avenue J 50 45
261 Avenue J to Avenue J-8 50 50
262 Avenue J-8 to Avenue K 50 50
263 Avenue K to Avenue K-8 55 55
264 Avenue K-8 to Avenue L 55 55
265 35th Street East Avenue H-8 to Avenue I 40 35
266 Avenue J-8 to Avenue K 40 40
267 Avenue K to Avenue K-8 50 50
268 Avenue K-8 to Avenue L 50 50
269 40th Street East Lancaster to Avenue J 50 50
City of Lancaster - Speed limit segments and recommendation

2. Spot Speed Survey Summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue G From/To: 50th W - 25th W
Survey date: 11/2/2021 Survey hours: 9:15A - 10:00A
Location of survey: at Great Western Dr

SPEED DATA
50th Percentile Speed 55 Post Speed Limit 55 mph
85th Percentile Speed 61 Recommended Speed Limit 55 mph 10 mph Pace Speed 49-58 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 64.8%

COLLISION HISTORY
Number of Years 3
Total Collisions 2
Collision Rate (ACC/MVM) 0.27
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 2,573
Traffic Control Type

ROADWAY CHARACTERISTICS
Segment Length (feet) 14,050
Number of Lanes 6
Street Classification Major
Median/Type Raised
Bicycle lanes/Type No
Sidewalks No
Vertical/Horizontal Curves None
Adjacent Land use Vacant
Comments
Keep existing speed limit
1ID:

Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue G-8 From/To: 30th St W - East End
Survey date: Survey hours:

Location of survey:

SPEED DATA
50th Percentile Speed Post Speed Limit 45 mph
85th Percentile Speed Recommended Speed Limit 45 mph
10 mph Pace Speed Speed limit Justification
Percentage of Vehicles in Pace

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 50
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,480
Number of Lanes 2
Street Classification Secondary
Median/Type None
Bicycle lanes/Type No
Sidewalks S/S
Vertical/Horizontal Curves None
Adjacent Land use Industrial /Vacant
Comments
Keep the existing speed limit, No traffic and an entrance to a RV park

ID: 2
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue G-12 From/To: 7th St W - Sierra Hwy
Survey date: 11/17/2021 Survey hours: 7:50A -8:50A / 2:05P-2:35P Location of survey: 400' e/o 7th St

SPEED DATA
50th Percentile Speed 36 Post Speed Limit 40 mph
85th Percentile Speed 41 Recommended Speed Limit 40 mph 10 mph Pace Speed 30-39 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 71.1%

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 1,050
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 1,060
Number of Lanes 2
Street Classification Collector
Median/Type None
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Industrial /Vacant
Comments
ID: 3
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue H From/To: 35th W - 30th W
Survey date: 11/2/2021 Survey hours: 11:10A-12:00P
Location of survey: at 32nd St W

SPEED DATA
50th Percentile Speed 54 Post Speed Limit 55 mph
85th Percentile Speed 59 Recommended Speed Limit 55 mph 10 mph Pace Speed 50-59 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 74.3%

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 2,079
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,699
Number of Lanes 2
Street Classification Secondary
Median/Type TWLT
Bicycle lanes/Type Class II
Sidewalks No
Vertical/Horizontal Curves None
Adjacent Land use Vacant
Comments
ID: 4
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue H-2/25th St W From/To: Ave H - 23rd W
Survey date: 12/1/2021 Survey hours: 2:45P-3:45P
Location of survey: 400' e/o 25th St W

SPEED DATA
50th Percentile Speed 34 Post Speed Limit 40 mph
85th Percentile Speed 38 Recommended Speed Limit 35 mph 10 mph Pace Speed 30-39 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 92.1%

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 6,405
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 1,640
Number of Lanes 2
Street Classification Collector
Median/Type None
Bicycle lanes/Type No
Sidewalks No
Vertical/Horizontal Curves 90 Curve
Adjacent Land use Vacant
Comments
Decrease speed limit
ID: 8
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue H-8 From/To: Division - 5th E
Survey date: 10/20/2021 Survey hours: 11:30A-12:35P
Location of survey: at 3rd St E

SPEED DATA
50th Percentile Speed 38 Post Speed Limit 45 mph
85th Percentile Speed 42 Recommended Speed Limit 40 mph 10 mph Pace Speed 33-42 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 76.5%

COLLISION HISTORY
Number of Years 3
Total Collisions 2
Collision Rate (ACC/MVM) 0.58
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 6,090
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,714
Number of Lanes 2
Street Classification Secondary
Median/Type None
Bicycle lanes/Type No
Sidewalks No
Vertical/Horizontal Curves None
Adjacent Land use Industrial
Comments
Decrease speed limit
ID: 9
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue H-8 From/To: 15th E - 20th E
Survey date: 11/2/2021 Survey hours: 12:45P-1:30P
Location of survey: at Fairbanks Ave

SPEED DATA
50th Percentile Speed 26 Post Speed Limit 35 mph
85th Percentile Speed 29 Recommended Speed Limit 30 mph 10 mph Pace Speed 20-29 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 89.2%

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 1,050
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,645
Number of Lanes 2
Street Classification Secondary
Median/Type None
Bicycle lanes/Type No
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Vacant
Comments
Decrease speed limit
ID: 10
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue I From/To: 30th W - 27th W
Survey date: 11/2/2021 Survey hours: 12:05P-12:40P
Location of survey: 500' w/o 27th St W

SPEED DATA
50th Percentile Speed 52 Post Speed Limit 55 mph
85th Percentile Speed 59 Recommended Speed Limit 55 mph 10 mph Pace Speed 45-54 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 65.0%

COLLISION HISTORY
Number of Years 3
Total Collisions 1
Collision Rate (ACC/MVM) 0.25
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 13,046
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 1,460
Number of Lanes 8
Street Classification Major
Median/Type Raised
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Vacant /Industrial
Comments
ID: 12
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue I From/To: 10th W - Sierra Hwy
Survey date: 10/20/2021 Survey hours: 9:00A-9:30A
Location of survey: e/o Fern

SPEED DATA
50th Percentile Speed 40 Post Speed Limit 40 mph
85th Percentile Speed 44 Recommended Speed Limit 40 mph 10 mph Pace Speed 36-45 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 88.6%

COLLISION HISTORY
Number of Years 3
Total Collisions 51
Collision Rate (ACC/MVM) 3.34
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 23,678
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 3,107
Number of Lanes 6
Street Classification Major
Median/Type Painted
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Commercial
Comments
High collision rate
ID: 17
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue I From/To: 20th E - 30th E
Survey date: 10/20/2021 Survey hours: 9:40A-10:40A
Location of survey: w/o 25th St E

SPEED DATA
50th Percentile Speed 47 Post Speed Limit 50 mph
85th Percentile Speed 52 Recommended Speed Limit 50 mph 10 mph Pace Speed 44-53 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 76.4%

COLLISION HISTORY
Number of Years 3
Total Collisions 22
Collision Rate (ACC/MVM) 1.86
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 10,684
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 5,326
Number of Lanes 3 (1E/ 2W)
Street Classification Major
Median/Type TWLT
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential
Comments
ID: 23
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue I From/To: 30th E - 40th E
Survey date: 10/20/2021 Survey hours: 10:45a-11:15a
Location of survey: at 3233 Ave I

SPEED DATA
50th Percentile Speed 50 Post Speed Limit 55 mph
85th Percentile Speed 55 Recommended Speed Limit 50 mph 10 mph Pace Speed 45-54 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 64.7%

COLLISION HISTORY
Number of Years 3
Total Collisions 6
Collision Rate (ACC/MVM) 1.28
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 4,226
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 5,366
Number of Lanes 3 (1E /2W)
Street Classification Major
Median/Type TWLT
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential /Vacant / School
Comments
Decrease speed limit, High collision rate, Continuation of speed

ID: 24
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Lancaster Boulevard From/To: 35th W - 30th W
Survey date: 12/1/2021 Survey hours: 4:00p-4:30p
Location of survey: e/o 32nd St W

SPEED DATA
50th Percentile Speed 39 Post Speed Limit 40 mph
85th Percentile Speed 42 Recommended Speed Limit 40 mph 10 mph Pace Speed 34-43 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 89.5%

COLLISION HISTORY
Number of Years 3
Total Collisions 4
Collision Rate (ACC/MVM) 1.38
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 5,040
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,780
Number of Lanes 4
Street Classification Secondary
Median/Type Painted
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential /School
Comments
ID: 25
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Lancaster Boulevard From/To: 30th W - 25th W
Survey date: 10/20/2021 Survey hours: 9:30a-10:10a
Location of survey: at Shadowcrest Dr

SPEED DATA
50th Percentile Speed 49 Post Speed Limit 50 mph
85th Percentile Speed 54 Recommended Speed Limit 50 mph 10 mph Pace Speed 45-54 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 80.0%

COLLISION HISTORY
Number of Years 3
Total Collisions 3
Collision Rate (ACC/MVM) 0.52
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 10,102
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,769
Number of Lanes 4
Street Classification Secondary
Median/Type Raised
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential / Vacant
Comments
ID: 26
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Lancaster Boulevard From/To: Yucca - Division
Survey date: 10/21/2021 Survey hours: 1:20p-2:20p
Location of survey: e/o Trevor Ave

SPEED DATA
50th Percentile Speed 29 Post Speed Limit 30 mph
85th Percentile Speed 33 Recommended Speed Limit 30 mph 10 mph Pace Speed 25-34 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 88.2%

COLLISION HISTORY
Number of Years 3
Total Collisions 4
Collision Rate (ACC/MVM) 3.7
Expected Collision Rate (ACC/MVM) 1.32

TRAFFIC FACTORS
Average Daily Traffic 2,625
Traffic Control Type traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 1,985
Number of Lanes 4
Street Classification Secondary
Median/Type None
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential
Comments
ID: 31
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Milling Avenue From/To: Yucca - Division
Survey date: 10/20/2021 Survey hours: 12:40p-1:40p
Location of survey: at Trevor Ave

SPEED DATA
50th Percentile Speed 38 Post Speed Limit 40 mph
85th Percentile Speed 42 Recommended Speed Limit 40 mph 10 mph Pace Speed 33-42 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 89.2%

COLLISION HISTORY
Number of Years 3
Total Collisions 1
Collision Rate (ACC/MVM) 0.62
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 5,854
Traffic Control Type traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 1,319
Number of Lanes 2
Street Classification Secondary
Median/Type TWLT
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential /Vacant
Comments
ID: 38
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue J From/To: 60th W - 50th W
Survey date: 10/20/2021 Survey hours: 3:30p-4:00p
Location of survey: at 55th St W

SPEED DATA
50th Percentile Speed 55 Post Speed Limit 55 mph
85th Percentile Speed 60 Recommended Speed Limit 55 mph 10 mph Pace Speed 52-61 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 68.8%

COLLISION HISTORY
Number of Years 3
Total Collisions 3
Collision Rate (ACC/MVM) 0.38
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 7,245
Traffic Control Type traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 5,288
Number of Lanes 3-4
Street Classification Major
Median/Type Raised /Painted
Bicycle lanes/Type No
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Prison/ Vacant/ Residential
Comments
Keep existing speed limit
ID: 40
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue J From/To: 50th W - 40th W
Survey date: 10/20/2021 Survey hours: 4:05p-4:35P
Location of survey: at 45th St W

SPEED DATA
50th Percentile Speed 50 Post Speed Limit 50 mph
85th Percentile Speed 56 Recommended Speed Limit 50 mph 10 mph Pace Speed 47-56 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 74.2%

COLLISION HISTORY
Number of Years 3
Total Collisions 9
Collision Rate (ACC/MVM) 0.7
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 11,760
Traffic Control Type traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 5,270
Number of Lanes 3 (1W /2E)
Street Classification Major
Median/Type Raised /Painted
Bicycle lanes/Type No
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Residential
Comments
Keep existing speed limit
ID: 41
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue J From/To: 25th W - 20th W
Survey date: 10/20/2021 Survey hours: 10:15a-10:45a
Location of survey: at Valley Center Way

SPEED DATA
50th Percentile Speed 40 Post Speed Limit 40 mph
85th Percentile Speed 45 Recommended Speed Limit 40 mph 10 mph Pace Speed 37-46 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 77.8%

COLLISION HISTORY
Number of Years 3
Total Collisions 49
Collision Rate (ACC/MVM) 3.03
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 28,613
Traffic Control Type traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,724
Number of Lanes 6
Street Classification Major
Median/Type Raised/ Painted
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Commercial/ Residential
Comments
Keep existing speed limit, High collision rate, Continuation of speed

ID: 44
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue J From/To: 20th W - 15th W
Survey date: 10/20/2021 Survey hours: 10:50a-11:20a
Location of survey: at 17th St W

SPEED DATA
50th Percentile Speed 41 Post Speed Limit 40 mph
85th Percentile Speed 45 Recommended Speed Limit 40 mph 10 mph Pace Speed 36-45 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 84.2%

COLLISION HISTORY
Number of Years 3
Total Collisions 100
Collision Rate (ACC/MVM) 6.38
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 28,245
Traffic Control Type traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,675
Number of Lanes 4
Street Classification Major
Median/Type Raised
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Commercial/ Residential
Comments
Keep existing speed limit, High collision rate, Continuation of speed ID: 45
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue J From/To: 15th W - 10th W
Survey date: 10/20/2021 Survey hours: 11:25a-11:55a
Location of survey: at Loneoak Ave

SPEED DATA
50th Percentile Speed 40 Post Speed Limit 40 mph
85th Percentile Speed 45 Recommended Speed Limit 40 mph 10 mph Pace Speed 36-45 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 81.2%

COLLISION HISTORY
Number of Years 3
Total Collisions 62
Collision Rate (ACC/MVM) 4.55
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 24,780
Traffic Control Type traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,654
Number of Lanes 4
Street Classification Major
Median/Type Painted
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential /Vacant
Comments
Keep existing speed limit, High collision rate, Continuation of speed ID: 46
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue J From/To: 20th E - 30th E
Survey date: 10/27/2021 Survey hours: 10:50a-11:20a
Location of survey: at 25th St E

SPEED DATA
50th Percentile Speed 49 Post Speed Limit 50 mph
85th Percentile Speed 54 Recommended Speed Limit 50 mph 10 mph Pace Speed 46-55 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 79.0%

COLLISION HISTORY
Number of Years 3
Total Collisions 25
Collision Rate (ACC/MVM) 2.84
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 8,006
Traffic Control Type traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 5,305
Number of Lanes 2-3
Street Classification Major
Median/Type Raised/ None
Bicycle lanes/Type No
Sidewalks S/S
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
ID: 53
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue J-8 From/To: 65th W - 57th W
Survey date: 10/28/2021 Survey hours: 10:30a-11:40a
Location of survey: at 62nd St W

SPEED DATA
50th Percentile Speed 40 Post Speed Limit 40 mph
85th Percentile Speed 46 Recommended Speed Limit 40 mph 10 mph Pace Speed 37-46 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 84.5%

COLLISION HISTORY
Number of Years 3
Total Collisions 1
Collision Rate (ACC/MVM) 0.07
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 16,590
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 4,374
Number of Lanes 4
Street Classification Major
Median/Type Painted
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential/ School
Comments
Keep existing speed limit
ID: 55
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue J-8 From/To: 50th W - 45th W
Survey date: 10/20/2021 Survey hours: 2:50p-3:25p
Location of survey: at 47th St W

SPEED DATA
50th Percentile Speed 49 Post Speed Limit 50 mph
85th Percentile Speed 56 Recommended Speed Limit 50 mph 10 mph Pace Speed 44-53 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 62.8%

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 2,205
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,630
Number of Lanes 4
Street Classification Secondary
Median/Type Painted
Bicycle lanes/Type Class II
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Residential / Vacant
Comments
Keep existing speed limit
ID: 57
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue J-8 From/To: 45th W - 40th W
Survey date: 10/20/2021 Survey hours: 2:15p-2:45p
Location of survey: 1000' e/o 45th St W

SPEED DATA
50th Percentile Speed 49 Post Speed Limit 50 mph
85th Percentile Speed 53 Recommended Speed Limit 50 mph 10 mph Pace Speed 44-53 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 75.7%

COLLISION HISTORY
Number of Years 3
Total Collisions 4
Collision Rate (ACC/MVM) 1.46
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 4,988
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,642
Number of Lanes 4
Street Classification Secondary
Median/Type Painted
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential
Comments
ID: 58
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue J-8 From/To: 40th W - 35th W
Survey date: 10/20/2021 Survey hours: 1:40p -2:10p
Location of survey: at 37th St W

SPEED DATA
50th Percentile Speed 45 Post Speed Limit 45 mph
85th Percentile Speed 50 Recommended Speed Limit 45 mph 10 mph Pace Speed 42-51 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 70.4%

COLLISION HISTORY
Number of Years 3
Total Collisions 3
Collision Rate (ACC/MVM) 1.79
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 5,775
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 1,396
Number of Lanes 2
Street Classification Secondary
Median/Type Painted/ None
Bicycle lanes/Type Class II
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use School/ Residential/Vacant
Comments
Keep existing speed limit, High collision rate
ID: 59
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue J-8 From/To: 35th W - 30th W
Survey date: 10/20/2021 Survey hours: 12:40p -1:20p
Location of survey: at 32nd St W

SPEED DATA
50th Percentile Speed 45 Post Speed Limit 45 mph
85th Percentile Speed 50 Recommended Speed Limit 45 mph 10 mph Pace Speed 40-49 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 75.4%

COLLISION HISTORY
Number of Years 3
Total Collisions 6
Collision Rate (ACC/MVM) 1.88
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 5,775
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,664
Number of Lanes 4
Street Classification Secondary
Median/Type Painted
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use College/ Residential
Comments
Keep existing speed limit, High collision rate
ID: 60
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue J-8 From/To: 30th W - 20th W
Survey date: 10/20/2021 Survey hours: 12:05p-12:35p
Location of survey: 500' e/o 25th St W

COLLISION HISTORY
Number of Years 3
Total Collisions 25
Collision Rate (ACC/MVM) 1.5
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 14,805
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 5,415
Number of Lanes 4
Street Classification Secondary
Median/Type Painted/ Raised
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Commercial
Comments
Keep existing speed limit, High collision rate
ID: 61
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue J-8 From/To: Challenger Way - 15th E
Survey date: 10/21/2021 Survey hours: 9:00a-9:30a
Location of survey: e/o Palm Vista

SPEED DATA
50th Percentile Speed 42 Post Speed Limit 45 mph
85th Percentile Speed 47 Recommended Speed Limit 45 mph 10 mph Pace Speed 37-46 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 64.4%

COLLISION HISTORY
Number of Years 3
Total Collisions 4
Collision Rate (ACC/MVM) 1.08
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 6,720
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,663
Number of Lanes 2
Street Classification Secondary
Median/Type Painted
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Commercial
Comments
ID: 66
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue J-8 From/To: 15th E - 20th E
Survey date: 10/21/2021 Survey hours: 2:30p-3:00p
Location of survey: at 17th St E

SPEED DATA
50th Percentile Speed 45 Post Speed Limit 45 mph
85th Percentile Speed 49 Recommended Speed Limit 45 mph 10 mph Pace Speed 40-49 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 72.4%

COLLISION HISTORY
Number of Years 3
Total Collisions 3
Collision Rate (ACC/MVM) 1.61
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 3,360
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,675
Number of Lanes 2
Street Classification Secondary
Median/Type Painted
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential/ School
Comments
ID: 67
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue K From/To: 70th W - 60th W
Survey date: 10/22/2021 Survey hours: 10:00a-10:30a
Location of survey: near 65th St W

SPEED DATA
50th Percentile Speed 54 Post Speed Limit 55 mph
85th Percentile Speed 61 Recommended Speed Limit 55 mph 10 mph Pace Speed 48-57 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 69.2%

COLLISION HISTORY
Number of Years 3
Total Collisions 11
Collision Rate (ACC/MVM) 3.49
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 2,888
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 5,269
Number of Lanes 2-4
Street Classification Major
Median/Type None/ Raised
Bicycle lanes/Type No
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Vacant/ Residential
Comments
Keep existing speed limit, High collision rate
ID: 72
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue K From/To: 60th W - 50th W
Survey date: 10/22/2021 Survey hours: 10:35a-11:05a
Location of survey: near 55th St W

SPEED DATA
50th Percentile Speed 55 Post Speed Limit 55 mph
85th Percentile Speed 62 Recommended Speed Limit 55 mph 10 mph Pace Speed 51-60 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 61.0%

COLLISION HISTORY
Number of Years 3
Total Collisions 10
Collision Rate (ACC/MVM) 1.26
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 7,245
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 5,295
Number of Lanes 2
Street Classification Major
Median/Type None/ Raised
Bicycle lanes/Type Class II
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Vacant/ Residential
Comments
Keep existing speed limit, High collision rate
ID: 73
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue K From/To: 50th W - 45th W
Survey date: 10/22/2021 Survey hours: 11:08a-11:38a
Location of survey: 500' w/o 45th St W

SPEED DATA
50th Percentile Speed 45 Post Speed Limit 45 mph
85th Percentile Speed 53 Recommended Speed Limit 45 mph 10 mph Pace Speed 40-49 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 66.7%

COLLISION HISTORY
Number of Years 3
Total Collisions 3
Collision Rate (ACC/MVM) 0.64
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 8,663
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (Feet) 2,594
Number of Lanes 2-3
Street Classification Major
Median/Type Raised
Bicycle lanes/Type No
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant/ School
Comments
Keep existing speed limit, school traffic
ID: 74
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue K From/To: 25th W - 20th W
Survey date: 10/22/2021 Survey hours: 11:45a-12:15p
Location of survey: at Westfield Estates

SPEED DATA
50th Percentile Speed 49 Post Speed Limit 50 mph
85th Percentile Speed 55 Recommended Speed Limit 50 mph 10 mph Pace Speed 44-53 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 71.6%

COLLISION HISTORY
Number of Years 3
Total Collisions 14
Collision Rate (ACC/MVM) 0.9
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 27,878
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,686
Number of Lanes 4-6
Street Classification Major
Median/Type Painted
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Commercial
Comments
Keep existing speed limit
ID: 80
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue K From/To: 20th W - 17th W
Survey date: 10/22/2021 Survey hours: 12:25p-12:50p
Location of survey: at Century 21 Parking lot

SPEED DATA
50th Percentile Speed 36 Post Speed Limit 40 mph
85th Percentile Speed 43 Recommended Speed Limit 40 mph 10 mph Pace Speed 32-41 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 56.3%

COLLISION HISTORY
Number of Years 3
Total Collisions 26
Collision Rate (ACC/MVM) 2.98
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 31,290
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 1,344
Number of Lanes 6
Street Classification Major
Median/Type Raised
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Commercial
Comments
ID: 81
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue K From/To: 17th W - 15th W
Survey date: 10/22/2021 Survey hours: 1:00p-1:30p
Location of survey: 700' e/o 17th St W

SPEED DATA
50th Percentile Speed 34 Post Speed Limit 40 mph
85th Percentile Speed 40 Recommended Speed Limit 40 mph 10 mph Pace Speed 31-40 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 57.3%

COLLISION HISTORY
Number of Years 3
Total Collisions 32
Collision Rate (ACC/MVM) 2.25
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 39,900
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 1,717
Number of Lanes 6
Street Classification Major
Median/Type Raised
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Commercial
Comments
ID: 82
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue K From/To: 15th W - 10th W
Survey date: 10/22/2021 Survey hours: 1:35p-2:00p
Location of survey: at 12th St W

SPEED DATA
50th Percentile Speed 27 Post Speed Limit 35 mph
85th Percentile Speed 33 Recommended Speed Limit 30 mph 10 mph Pace Speed 21-30 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 76.3%

COLLISION HISTORY
Number of Years 3
Total Collisions 71
Collision Rate (ACC/MVM) 5.02
Expected Collision Rate (ACC/MVM) 1.73

TRAFFIC FACTORS
Average Daily Traffic 29,505
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,313
Number of Lanes 6
Street Classification Major
Median/Type Raised
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Commercial
Comments
Decrease speed limit
ID: 83
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue K From/To: 20th E - 30th E
Survey date: 10/22/2021 Survey hours: 2:10p-2:35p
Location of survey: at 25th St E

SPEED DATA
50th Percentile Speed 50 Post Speed Limit 50 mph
85th Percentile Speed 56 Recommended Speed Limit 50 mph 10 mph Pace Speed 46-55 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 71.1%

COLLISION HISTORY
Number of Years 3
Total Collisions 8
Collision Rate (ACC/MVM) 0.52
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 13,939
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 5,342
Number of Lanes 4-5
Street Classification Major
Median/Type Painted
Bicycle lanes/Type No
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
Keep existing speed limit, continuation of speed
ID: 91
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue K From/To: 30th E - 35th E
Survey date: 10/22/2021 Survey hours: 2:38p-3:00p
Location of survey: at 32nd St E

SPEED DATA
50th Percentile Speed 48 Post Speed Limit 50 mph
85th Percentile Speed 54 Recommended Speed Limit 50 mph 10 mph Pace Speed 45-54 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 67.7%

COLLISION HISTORY
Number of Years 3
Total Collisions 5
Collision Rate (ACC/MVM) 1.09
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 8,164
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,711
Number of Lanes 4
Street Classification Major
Median/Type Painted
Bicycle lanes/Type No
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
Continuation of speed
ID: 92
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue K From/To: 35th E - 40th E
Survey date: 10/22/2021 Survey hours: 3:05p-3:30p
Location of survey: at Devyn

SPEED DATA
50th Percentile Speed 49 Post Speed Limit 50 mph
85th Percentile Speed 55 Recommended Speed Limit 50 mph 10 mph Pace Speed 45-54 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 71.3%

COLLISION HISTORY
Number of Years 3
Total Collisions 2
Collision Rate (ACC/MVM) 0.63
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 5,775
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,670
Number of Lanes 2
Street Classification Major
Median/Type Painted/ None
Bicycle lanes/Type No
Sidewalks No
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
Keep existing speed limit, continuation of speed
ID: 93
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Commerce Center Drive From/To: 12th W - 10th W
Survey date: 11/10/2021 Survey hours: 10:10a-10:45a
Location of survey: at Sol Plaza

SPEED DATA
50th Percentile Speed 30 Post Speed Limit 30 mph
85th Percentile Speed 34 Recommended Speed Limit 30 mph 10 mph Pace Speed 26-35 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 86.3%

COLLISION HISTORY
Number of Years 3
Total Collisions 1
Collision Rate (ACC/MVM) 3.41
Expected Collision Rate (ACC/MVM) 1.32

TRAFFIC FACTORS
Average Daily Traffic 1,050
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 1,347
Number of Lanes 4
Street Classification Secondary
Median/Type TWLT
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves Horizontal
Adjacent Land use Commercial
Comments
ID: 94
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue K-4 From/To: 10th W - Gadsden
Survey date: 10/27/2021 Survey hours: 1:50p-2:40p
Location of survey: at Midpoint

SPEED DATA
50th Percentile Speed 35 Post Speed Limit 35 mph
85th Percentile Speed 40 Recommended Speed Limit 35 mph 10 mph Pace Speed 32-41 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 81.5%

COLLISION HISTORY
Number of Years 3
Total Collisions 7
Collision Rate (ACC/MVM) 24.1
Expected Collision Rate (ACC/MVM) 1.32

TRAFFIC FACTORS
Average Daily Traffic 1,050
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 1,334
Number of Lanes 2
Street Classification Secondary
Median/Type None
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Commercial
Comments
Keep existing speed limit, high collision rate
ID: 95
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue K-4 From/To: Division - 5th E
Survey date: 2/16/2022 Survey hours: 10:30a-11:30a
Location of survey: at Copland

SPEED DATA
50th Percentile Speed 31 Post Speed Limit 30 mph
85th Percentile Speed 36 Recommended Speed Limit 30 mph 10 mph Pace Speed 27-36 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 75.4%

COLLISION HISTORY
Number of Years 3
Total Collisions 3
Collision Rate (ACC/MVM) 5.15
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 1,050
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,675
Number of Lanes 2
Street Classification Collector
Median/Type None
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Commercial
Comments
Keep existing speed limit, high collision rate
ID: 96
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue K-6 From/To: Division - 5th E
Survey date: 10/27/2021 Survey hours: 1:00p-1:35p
Location of survey: at 251 Ave K-6

SPEED DATA
50th Percentile Speed 30 Post Speed Limit 30 mph
85th Percentile Speed 37 Recommended Speed Limit 30 mph 10 mph Pace Speed 25-34 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 76.6%

COLLISION HISTORY
Number of Years 3
Total Collisions 4
Collision Rate (ACC/MVM) 6.87
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 1,050
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,675
Number of Lanes 2
Street Classification Collector
Median/Type None
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Industrial
Comments
Keep existing speed limit, high collision rate
ID: 97
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue K-8 From/To: 62nd W- 60th W
Survey date: 12/15/2021 Survey hours: 9:30a-10:45a
Location of survey: 300' w/o 60th St W

SPEED DATA
50th Percentile Speed 39 Post Speed Limit 40 mph
85th Percentile Speed 43 Recommended Speed Limit 40 mph 10 mph Pace Speed 34-43 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 82.2%

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 1,470
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 1,138
Number of Lanes 2
Street Classification Secondary
Median/Type Painted
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Industrial
Comments
Low volume road and the street ends at 62nd St West
ID: 98
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue K-8 From/To: 35th W - 30th W
Survey date: 10/27/2021 Survey hours: 3:17p-4:10p
Location of survey: at 33rd St W

COLLISION HISTORY
Number of Years 3
Total Collisions 3
Collision Rate (ACC/MVM) 1.1
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 4,988
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,634
Number of Lanes 4
Street Classification Secondary
Median/Type TWLT
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential
Comments
ID: 99
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue K-8 From/To: Division - 5th E
Survey date: 10/27/2021 Survey hours: 11:25a-12:20p
Location of survey: at Market Pl

SPEED DATA
50th Percentile Speed 43 Post Speed Limit 45 mph
85th Percentile Speed 48 Recommended Speed Limit 45 mph 10 mph Pace Speed 37-46 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 66.7%

COLLISION HISTORY
Number of Years 3
Total Collisions 2
Collision Rate (ACC/MVM) 1.41
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 2,634
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,605
Number of Lanes 2
Street Classification Secondary
Median/Type None
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Industrial
Comments
ID: 103
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue K-8 From/To: 5th E - Challenger
Survey date: 10/27/2021 Survey hours: 9:15a-10:46a
Location of survey: at 8th St E

SPEED DATA
50th Percentile Speed 40 Post Speed Limit 40 mph
85th Percentile Speed 44 Recommended Speed Limit 40 mph 10 mph Pace Speed 35-44 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 78.6%

COLLISION HISTORY
Number of Years 3
Total Collisions 1
Collision Rate (ACC/MVM) 1.19
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 1,507
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,680
Number of Lanes 2
Street Classification Secondary
Median/Type None
Bicycle lanes/Type No
Sidewalks No
Vertical/Horizontal Curves None
Adjacent Land use Residential
Comments
ID: 104
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue L From/To: 30th W - 20th W
Survey date: 10/22/2021 Survey hours: 1:00p-1:30p
Location of survey: 500' w/o 22nd St W

COLLISION HISTORY
Number of Years 3
Total Collisions 25
Collision Rate (ACC/MVM) 0.77
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 29,085
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 5,353
Number of Lanes 4-6
Street Classification Major
Median/Type Painted
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
Keep existing speed limit, Continuation of speed
ID: 109
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue L From/To: 20th W -15th W
Survey date: 10/22/2021 Survey hours: 1:35p-2:05p
Location of survey: at 17th St W

COLLISION HISTORY
Number of Years 3
Total Collisions 16
Collision Rate (ACC/MVM) 1.03
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 27,773
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,687
Number of Lanes 5-6
Street Classification Major
Median/Type TWLT
Bicycle lanes/Type No
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
Keep existing speed limit, Continuation of speed
ID: 110
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue L From/To: 15th W - 10th W
Survey date: 11/17/2021 Survey hours: 8:45a-9:10a & 3:00p-3:20p Location of survey: w/o Ramp SR-14

SPEED DATA
50th Percentile Speed 45 Post Speed Limit 50 mph
85th Percentile Speed 49 Recommended Speed Limit 50 mph 10 mph Pace Speed 41-50 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 81.1%

COLLISION HISTORY
Number of Years 3
Total Collisions 56
Collision Rate (ACC/MVM) 2.76
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 36,435
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,687
Number of Lanes 6-8
Street Classification Major
Median/Type Raised
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Commercial
Comments
Continuation of speed
ID: 111
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue L From/To: 10th W - Sierra Hwy
Survey date: 10/22/2021 Survey hours: 2:10p-2:40p
Location of survey: e/o 6th St W

SPEED DATA
50th Percentile Speed 55 Post Speed Limit 55 mph
85th Percentile Speed 60 Recommended Speed Limit 55 mph 10 mph Pace Speed 49-58 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 67.7%

COLLISION HISTORY
Number of Years 3
Total Collisions 49
Collision Rate (ACC/MVM) 1.51
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 29,925
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 5,213
Number of Lanes 5-6
Street Classification Major
Median/Type Raised/ Painted
Bicycle lanes/Type No
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Commercial/ Vacant
Comments
Keep existing speed limit, Continuation of speed
ID: 112
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue L From/To: Sierra Hwy - Challenger
Survey date: 10/22/2021 Survey hours: 3:35p-4:05p
Location of survey: at 5th St E, Business Pkwy

SPEED DATA
50th Percentile Speed 53 Post Speed Limit 55 mph
85th Percentile Speed 57 Recommended Speed Limit 55 mph 10 mph Pace Speed 48-57 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 82.1%

COLLISION HISTORY
Number of Years 3
Total Collisions 21
Collision Rate (ACC/MVM) 1.64
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 11,288
Traffic Control Type Traffic signal/Roundabout

ROADWAY CHARACTERISTICS
Segment Length (feet) 5,472
Number of Lanes 2-4
Street Classification Major
Median/Type Painted/ None
Bicycle lanes/Type No
Sidewalks No
Vertical/Horizontal Curves Vertical
Adjacent Land use Industrial/ Vacant
Comments
Continuation of speed
ID: 113
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue L From/To: 30th E - 35th E
Survey date: 10/22/2021 Survey hours: 2:50p-3:30p
Location of survey: at Soccer Center

SPEED DATA
50th Percentile Speed 51 Post Speed Limit 55 mph
85th Percentile Speed 56 Recommended Speed Limit 55 mph 10 mph Pace Speed 47-56 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 76.6%

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 736
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,650
Number of Lanes 2
Street Classification Major
Median/Type None
Bicycle lanes/Type No
Sidewalks No
Vertical/Horizontal Curves None
Adjacent Land use Vacant/ Lancaster Science Center
Comments
Continuation of speed
ID: 114
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue L-8 From/To: 75th W - 70th W
Survey date: 10/22/2021 Survey hours: 11:45a-12:48p
Location of survey: at Round Hill Dr

SPEED DATA
50th Percentile Speed 43 Post Speed Limit 45 mph
85th Percentile Speed 48 Recommended Speed Limit 45 mph 10 mph Pace Speed 38-47 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 74.0%

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 2,415
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,528
Number of Lanes 2
Street Classification Secondary
Median/Type None
Bicycle lanes/Type No
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
ID: 115
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue L-8 From/To: 67th W - 60th W
Survey date: 10/22/2021 Survey hours: 10:40a-11:40a
Location of survey: at Maytern Ave

SPEED DATA
50th Percentile Speed 46 Post Speed Limit 50 mph
85th Percentile Speed 54 Recommended Speed Limit 50 mph 10 mph Pace Speed 43-52 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 60.2%

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 4,461
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 3,922
Number of Lanes 4
Street Classification Secondary
Median/Type TWLT
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential
Comments
ID: 116
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue L-8 From/To: 40th W - 35th W
Survey date: 10/22/2021 Survey hours: 10:03a-10:35a
Location of survey: 300 e/o 37th St W

SPEED DATA
50th Percentile Speed 49 Post Speed Limit 50 mph
85th Percentile Speed 56 Recommended Speed Limit 50 mph 10 mph Pace Speed 42-51 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 69.6%

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 4,095
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,708
Number of Lanes 2
Street Classification Collector
Median/Type TWLT
Bicycle lanes/Type Class II
Sidewalks S/S
Vertical/Horizontal Curves None
Adjacent Land use Vacant/ School
Comments
Keep existing speed limit, Continuation of speed
ID: 118
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue L-8 From/To: 35th W - 30th W
Survey date: 10/22/2021 Survey hours: 9:25a-10:00a
Location of survey: at 32nd St W

SPEED DATA
50th Percentile Speed 46 Post Speed Limit 45 mph
85th Percentile Speed 50 Recommended Speed Limit 45 mph 10 mph Pace Speed 42-51 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 69.4%

COLLISION HISTORY
Number of Years 3
Total Collisions 6
Collision Rate (ACC/MVM) 3.05
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 3,465
Traffic Control Type Traffic signal/Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,739
Number of Lanes 2
Street Classification Collector
Median/Type TWLT
Bicycle lanes/Type Class II
Sidewalks S/S
Vertical/Horizontal Curves None
Adjacent Land use Residential/ School/ Vacant
Comments
Keep existing speed limit
ID: 119
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue L-8 From/To: 30th W - 26th W
Survey date: 12/15/2021 Survey hours: 3:10p-4:10p
Location of survey: 400' e/o 28th St W

SPEED DATA
50th Percentile Speed 32 Post Speed Limit 35 mph
85th Percentile Speed 40 Recommended Speed Limit 35 mph 10 mph Pace Speed 26-35 Speed limit Justification
Percentage of Vehicles in Pace 70.8%

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 1,050
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 1,976
Number of Lanes 2
Street Classification Collector
Median/Type TWLT
Bicycle lanes/Type No
Sidewalks N/S
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
Low volume road and keep existing speed limit
ID: 120
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue L-8 From/To: 10th W - 6th W
Survey date: 10/27 & 11/17/2021 Survey hours: 2:45p-3:10p / 3:30p-4:00p Location of survey: 500' e/o 10th St W

SPEED DATA
50th Percentile Speed 36 Post Speed Limit 40 mph
85th Percentile Speed 42 Recommended Speed Limit 40 mph 10 mph Pace Speed 32-41 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 67.0%

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 2,317
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 1,952
Number of Lanes 2
Street Classification Secondary
Median/Type TWLT
Bicycle lanes/Type No
Sidewalks N/S
Vertical/Horizontal Curves None
Adjacent Land use Industrial
Comments
ID: 121
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue M From/To: 20th W - 15th W
Survey date: 10/28/2021 Survey hours: 3:53p-4:25p
Location of survey: at 1611 Ave M

SPEED DATA
50th Percentile Speed 54 Post Speed Limit 55 mph
85th Percentile Speed 58 Recommended Speed Limit 55 mph 10 mph Pace Speed 50-59 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 82.6%

COLLISION HISTORY
Number of Years 3
Total Collisions 1
Collision Rate (ACC/MVM) 0.13
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 14,018
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,695
Number of Lanes 2
Street Classification Major
Median/Type None
Bicycle lanes/Type No
Sidewalks No
Vertical/Horizontal Curves None
Adjacent Land use Vacant/ Residential
Comments
ID: 125
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue M From/To: 15th W - 10th W
Survey date: 11/10/2021 Survey hours: 11:30a-12:00p
Location of survey: 1000' w/o SR-14

COLLISION HISTORY
Number of Years 3
Total Collisions 12
Collision Rate (ACC/MVM) 0.98
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 21,840
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,691
Number of Lanes 2-4
Street Classification Major
Median/Type None
Bicycle lanes/Type No
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Commercial/ Vacant
Comments
ID: 126
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue M-8 From/To: 45th W - 40th W
Survey date: 10/28 & 12/15/2021 Survey hours: 1:50p-2:50p / 8:20a-9:30a Location of survey: at 42nd St W

SPEED DATA
50th Percentile Speed 42 Post Speed Limit 50 mph
85th Percentile Speed 48 Recommended Speed Limit 45 mph 10 mph Pace Speed 36-45 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 72.6%

COLLISION HISTORY
Number of Years 3
Total Collisions 2
Collision Rate (ACC/MVM) 2.42
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 1,523
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,614
Number of Lanes 2
Street Classification Secondary
Median/Type Painted/ None
Bicycle lanes/Type No
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Residential
Comments
Decrease speed limit
ID: 129
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Avenue M-8 From/To: 40th W - 35th W
Survey date: 1/5 & 1/18/2022 Survey hours: 10:45a-11:45a /7:40a-8:20a Location of survey: at 38th St W

SPEED DATA
50th Percentile Speed 41 Post Speed Limit 50 mph
85th Percentile Speed 47 Recommended Speed Limit 45 mph 10 mph Pace Speed 36-45 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 63.5%

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 1,050
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,667
Number of Lanes 2
Street Classification Secondary
Median/Type TWLT
Bicycle lanes/Type No
Sidewalks S/S
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
Decrease speed limit
ID: 130
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 65th Street West From/To: Ave J - Ave J-8
Survey date: 1/5 & 1/18/22 Survey hours: 3:10p-4:10p /9:15a-10:00a Location of survey: 500 s/o Ave J

SPEED DATA
50th Percentile Speed 45 Post Speed Limit 55 mph
85th Percentile Speed 49 Recommended Speed Limit 45 mph 10 mph Pace Speed 39-48 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 67.7%

COLLISION HISTORY
Number of Years 3
Total Collisions 1
Collision Rate (ACC/MVM) 2.31
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 788
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,653
Number of Lanes 3
Street Classification Secondary
Median/Type TWLT
Bicycle lanes/Type No
Sidewalks E/S
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
Decrease speed limit
ID: 132
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 65th Street West From/To: Ave J-8 - Ave J-12
Survey date: 1/5/2022 Survey hours: 2:00p-2:40p /4:15p-4:45p Location of survey: 500' s/o Ave J-8

SPEED DATA
50th Percentile Speed 38 Post Speed Limit 45 mph
85th Percentile Speed 43 Recommended Speed Limit 45 mph 10 mph Pace Speed 30-39 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 70.0%

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 194
Traffic Control Type

ROADWAY CHARACTERISTICS
Segment Length (feet) 1,322
Number of Lanes 3
Street Classification Secondary
Median/Type TWLT
Bicycle lanes/Type No
Sidewalks E/S
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
Continuation of speed
ID: 133
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 65th Street West From/To: Ave L - Ave L-8
Survey date: 1/5/2022 Survey hours: 12:55p-1:55p
Location of survey: at Ave L-4

SPEED DATA
50th Percentile Speed 41 Post Speed Limit 45 mph
85th Percentile Speed 46 Recommended Speed Limit 45 mph 10 mph Pace Speed 37-46 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 71.6%

COLLISION HISTORY
Number of Years 3
Total Collisions 1
Collision Rate (ACC/MVM) 2.08
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 891
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,605
Number of Lanes 2-3
Street Classification Secondary
Median/Type TWLT/ None
Bicycle lanes/Type No
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Residential/ School
Comments
ID: 134
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 60th Street West From/To: Ave I - Ave J
Survey date: 10/28/2021 Survey hours: 11:45a-12:20p
Location of survey: 1000' s/o State Prison

SPEED DATA
50th Percentile Speed 54 Post Speed Limit 55 mph
85th Percentile Speed 60 Recommended Speed Limit 55 mph 10 mph Pace Speed 52-61 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 73.9%

COLLISION HISTORY
Number of Years 3
Total Collisions 4
Collision Rate (ACC/MVM) 0.63
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 5,723
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 5,332
Number of Lanes 3
Street Classification Major
Median/Type TWLT
Bicycle lanes/Type No
Sidewalks No
Vertical/Horizontal Curves None
Adjacent Land use Commercial/ Vacant
Comments
Keep existing speed limit, Continuation of speed
ID: 135
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 45th Street West From/To: Ave J - Ave J-8
Survey date: 10/28/2021 Survey hours: 12:25p-1:05p
Location of survey: at Ave J-4

COLLISION HISTORY
Number of Years 3
Total Collisions 1
Collision Rate (ACC/MVM) 0.7
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 2,625
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,622
Number of Lanes 2
Street Classification Secondary
Median/Type Painted
Bicycle lanes/Type No
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
ID: 143
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 45th Street West From/To: Ave J-8 - Ave K
Survey date: 10/28/2021 Survey hours: 1:08p-1:40p
Location of survey: at Ave J-10

COLLISION HISTORY
Number of Years 3
Total Collisions 2
Collision Rate (ACC/MVM) 1.12
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 3,255
Traffic Control Type Traffic signal/Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,646
Number of Lanes 2
Street Classification Secondary
Median/Type TWLT
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential/ School
Comments
ID: 144
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 40th Street West From/To: Ave M-8 - Ave N
Survey date: 1/5 & 1/18/2022 Survey hours: 11:47a-12:47p / 8:25a-9:00a Location of survey: n/o Derby

SPEED DATA
50th Percentile Speed 42 Post Speed Limit 45 mph
85th Percentile Speed 47 Recommended Speed Limit 45 mph 10 mph Pace Speed 38-47 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 84.3%

COLLISION HISTORY
Number of Years 3
Total Collisions 1
Collision Rate (ACC/MVM) 1.58
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 1,155
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,643
Number of Lanes 2
Street Classification Major
Median/Type TWLT/ None
Bicycle lanes/Type No
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
ID: 147
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 35th Street West From/To: Ave H - North End
Survey date: Survey hours:

Location of survey:

SPEED DATA
50th Percentile Speed Post Speed Limit 30 mph
85th Percentile Speed Recommended Speed Limit 30 mph
10 mph Pace Speed Speed limit Justification
Percentage of Vehicles in Pace

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 525
Traffic Control Type

ROADWAY CHARACTERISTICS
Segment Length (feet) 380
Number of Lanes 2
Street Classification Collector
Median/Type None
Bicycle lanes/Type No
Sidewalks W/S
Vertical/Horizontal Curves None
Adjacent Land use Industrial/ Vacant
Comments
Keep the existing speed limit
A short street segment, function as a driveway to a warehouse Low volume road segment
ID: 148
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 35th Street West From/To: Lancaster - North End Survey date: 1/5/2022 Survey hours: 4:45p-5:50p
Location of survey: at Kildare

SPEED DATA
50th Percentile Speed 31 Post Speed Limit 35 mph
85th Percentile Speed 35 Recommended Speed Limit 35 mph 10 mph Pace Speed 26-35 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 93.3%

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 315
Traffic Control Type

ROADWAY CHARACTERISTICS
Segment Length (feet) 1,328
Number of Lanes 2
Street Classification Collector
Median/Type Painted
Bicycle lanes/Type E/S
Sidewalks E/S
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
Low volume street, ends to the north and turns into a residential street 34/35 speed samples collected are 35 mph or lower
ID: 149
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 35th Street West From/To: Lancaster - Ave J
Survey date: 11/10/2021 Survey hours: 1:10p-2:00p
Location of survey: 1200' s/o Lancaster Blvd

COLLISION HISTORY
Number of Years 3
Total Collisions 2
Collision Rate (ACC/MVM) 1.91
Expected Collision Rate (ACC/MVM) 1.32

TRAFFIC FACTORS
Average Daily Traffic 1,890
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,671
Number of Lanes 2
Street Classification Secondary
Median/Type Painted
Bicycle lanes/Type Class II
Sidewalks E/S
Vertical/Horizontal Curves None
Adjacent Land use School/ Vacant
Comments
ID: 150
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 35th Street West From/To: Ave J - Ave J-12
Survey date: 11/10/2021 Survey hours: 1:10-2:00 pm
Location of survey: at Ave J-4

SPEED DATA
50th Percentile Speed 40 Post Speed Limit 40 mph
85th Percentile Speed 47 Recommended Speed Limit 40 mph 10 mph Pace Speed 35-44 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 69.6%

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 2,153
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 3,796
Number of Lanes 2
Street Classification Secondary
Median/Type TWLT
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential/ School
Comments
Keep existing speed limit, Continuation of speed
ID: 151
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 35th Street West From/To: Ave K-8 - Ave L
Survey date: 10/28/2021 Survey hours: 3:15p-3:45p
Location of survey: at Ave K-10

COLLISION HISTORY
Number of Years 3
Total Collisions 1
Collision Rate (ACC/MVM) 0.62
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 3,045
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,560
Number of Lanes 2
Street Classification Secondary
Median/Type Painted
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential
Comments
Keep existing speed limit, Continuation of speed
ID: 153
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 35th Street West From/To: Ave L- Ave L-8
Survey date: 10/28/2021 Survey hours: 2:35p-3:10p
Location of survey: at Ave L-4

SPEED DATA
50th Percentile Speed 40 Post Speed Limit 40 mph
85th Percentile Speed 48 Recommended Speed Limit 45 mph 10 mph Pace Speed 36-45 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 68.6%

COLLISION HISTORY
Number of Years 3
Total Collisions 1
Collision Rate (ACC/MVM) 0.9
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 2,100
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,560
Number of Lanes 2
Street Classification Secondary
Median/Type None
Bicycle lanes/Type No
Sidewalks No
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
Increase speed limit, Continuation of speed
ID: 154
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 35th Street West From/To: Ave L-8- Ave M
Survey date: 10/28/2021 Survey hours: 1:50p-2:30p
Location of survey: at Ave L-12

SPEED DATA
50th Percentile Speed 44 Post Speed Limit 45 mph
85th Percentile Speed 51 Recommended Speed Limit 45 mph 10 mph Pace Speed 37-46 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 61.1%

COLLISION HISTORY
Number of Years 3
Total Collisions 1
Collision Rate (ACC/MVM) 0.14
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 13,325
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,560
Number of Lanes 2
Street Classification Secondary
Median/Type None
Bicycle lanes/Type No
Sidewalks No
Vertical/Horizontal Curves None
Adjacent Land use School/ Vacant
Comments
Keep existing speed limit, Continuation of speed
ID: 155
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 30th Street West From/To: Ave G- Ave G-8
Survey date: 11/2/2021 Survey hours: 10:05a-11:05a
Location of survey: at midpoint

COLLISION HISTORY
Number of Years 3
Total Collisions 1
Collision Rate (ACC/MVM) 1.91
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 945
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,668
Number of Lanes 2
Street Classification Major
Median/Type None
Bicycle lanes/Type No
Sidewalks No
Vertical/Horizontal Curves None
Adjacent Land use Vacant
Comments
ID: 156
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 30th Street West From/To: Ave G-8 - Ave H
Survey date: 1/18/2022 Survey hours: 10:10a-10:40a / 1:10p-1:45p Location of survey: 1000' n/o Ave H

SPEED DATA
50th Percentile Speed 52 Post Speed Limit 55 mph
85th Percentile Speed 58 Recommended Speed Limit 55 mph 10 mph Pace Speed 51-60 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 65.9%

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 945
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,612
Number of Lanes 4
Street Classification Major
Median/Type TWLT
Bicycle lanes/Type No
Sidewalks E/S
Vertical/Horizontal Curves None
Adjacent Land use Industrial/ Vacant
Comments
ID: 157
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 27th Street West From/To: Ave I - Lancaster
Survey date: 11/10/2021 Survey hours: 3:20p-4:40p
Location of survey: at Double Play Way

SPEED DATA
50th Percentile Speed 45 Post Speed Limit 45 mph
85th Percentile Speed 51 Recommended Speed Limit 45 mph 10 mph Pace Speed 39-48 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 73.2%

COLLISION HISTORY
Number of Years 3
Total Collisions 1
Collision Rate (ACC/MVM) 1.73
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 998
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,793
Number of Lanes 4
Street Classification Collector
Median/Type Raised
Bicycle lanes/Type No
Sidewalks No
Vertical/Horizontal Curves Horizontal
Adjacent Land use Commercial/ Vacant
Comments
Keep existing speed limit
ID: 166
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 23rd Street West From/To: Ave H-2 - Ave I
Survey date: 11/10/2021 Survey hours: 2:10p-3:15p
Location of survey: 1500' s/o Ave H-2

SPEED DATA
50th Percentile Speed 43 Post Speed Limit 45 mph
85th Percentile Speed 50 Recommended Speed Limit 45 mph 10 mph Pace Speed 36-45 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 59.4%

COLLISION HISTORY
Number of Years 3
Total Collisions 2
Collision Rate (ACC/MVM) 2.65
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 945
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 3,850
Number of Lanes 2
Street Classification Collector
Median/Type TWLT
Bicycle lanes/Type No
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Commercial/ Vacant
Comments
Keep existing speed limit, high collision rate
ID: 174
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 20th Street West From/To: Ave L - Ave M
Survey date: 10/22/2021 Survey hours: 8:45a-9:15a
Location of survey: at Ave L-8

SPEED DATA
50th Percentile Speed 50 Post Speed Limit 50 mph
85th Percentile Speed 57 Recommended Speed Limit 50 mph 10 mph Pace Speed 45-54 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 66.7%

COLLISION HISTORY
Number of Years 3
Total Collisions 6
Collision Rate (ACC/MVM) 0.65
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 8,400
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 5,327
Number of Lanes 2
Street Classification Secondary
Median/Type None
Bicycle lanes/Type No
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Residential
Comments
Keep existing speed limit
ID: 181
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 17th Street West From/To: Ave J-12 - Ave K
Survey date: 11/2/2021 Survey hours: 1:37p-2:10p
Location of survey: at Holiday Inn Express

SPEED DATA
50th Percentile Speed 36 Post Speed Limit 35 mph
85th Percentile Speed 39 Recommended Speed Limit 35 mph 10 mph Pace Speed 31-40 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 87.0%

COLLISION HISTORY
Number of Years 3
Total Collisions 3
Collision Rate (ACC/MVM) 2.14
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 5,618
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 1,203
Number of Lanes 2
Street Classification Collector
Median/Type TWLT
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves Horizontal
Adjacent Land use Commercial
Comments
ID: 182
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 17th Street West From/To: Ave K - Ave K-8
Survey date: 11/2/2021 Survey hours: 2:13p-3:05p
Location of survey: at Sunset Ridge

SPEED DATA
50th Percentile Speed 38 Post Speed Limit 40 mph
85th Percentile Speed 42 Recommended Speed Limit 40 mph 10 mph Pace Speed 32-41 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 80.7%

COLLISION HISTORY
Number of Years 3
Total Collisions 5
Collision Rate (ACC/MVM) 5.63
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 1,601
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,674
Number of Lanes 2
Street Classification Collector
Median/Type TWLT
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Commercial
Comments
ID: 183
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 13th Street West From/To: Ave K - 12th W
Survey date: 11/2/2021 Survey hours: 3:10p-3:45p
Location of survey: 300' s/o Ave K

SPEED DATA
50th Percentile Speed 30 Post Speed Limit 30 mph
85th Percentile Speed 35 Recommended Speed Limit 30 mph 10 mph Pace Speed 25-34 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 80.4%

COLLISION HISTORY
Number of Years 3
Total Collisions 2
Collision Rate (ACC/MVM) 0.98
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 6,930
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 1,423
Number of Lanes 2
Street Classification Collector
Median/Type TWLT
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves Horizontal
Adjacent Land use Commercial
Comments
Keep existing speed limit
ID: 192
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 12th Street West From/To: Ave K - Commerce Center Survey date: 11/10/2021 Survey hours: 10:48a-11:20a
Location of survey: 450' s/o Ave K

SPEED DATA
50th Percentile Speed 30 Post Speed Limit 30 mph
85th Percentile Speed 33 Recommended Speed Limit 30 mph 10 mph Pace Speed 26-35 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 91.3%

COLLISION HISTORY
Number of Years 3
Total Collisions 1
Collision Rate (ACC/MVM) 0.39
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 12,424
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 993
Number of Lanes 2
Street Classification Collector
Median/Type TWLT
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves Horizontal
Adjacent Land use Commercial
Comments
ID: 193
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 10th Street West From/To: Ave H - Ave H-8
Survey date: 10/21/2021 Survey hours: 10:08a-10:39a
Location of survey: at Ave H-4

SPEED DATA
50th Percentile Speed 49 Post Speed Limit 50 mph
85th Percentile Speed 54 Recommended Speed Limit 50 mph 10 mph Pace Speed 43-52 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 59.6%

COLLISION HISTORY
Number of Years 3
Total Collisions 5
Collision Rate (ACC/MVM) 1.7
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 5,090
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,779
Number of Lanes 4
Street Classification Secondary
Median/Type Painted
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential
Comments
ID: 194
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 10th Street West From/To: Ave H-8 - Ave I
Survey date: 10/21/2021 Survey hours: 10:43a-11:09a
Location of survey: at Ave H-14

SPEED DATA
50th Percentile Speed 43 Post Speed Limit 45 mph
85th Percentile Speed 49 Recommended Speed Limit 45 mph 10 mph Pace Speed 37-46 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 65.5%

COLLISION HISTORY
Number of Years 3
Total Collisions 35
Collision Rate (ACC/MVM) 4.99
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 13,545
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,499
Number of Lanes 4
Street Classification Secondary
Median/Type TWLT
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Commercial
Comments
ID: 195
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 10th Street West From/To: Ave I - Lancaster
Survey date: 10/21/2021 Survey hours: 11:30a-12:00p
Location of survey: at Jackman

SPEED DATA
50th Percentile Speed 40 Post Speed Limit 40 mph
85th Percentile Speed 45 Recommended Speed Limit 40 mph 10 mph Pace Speed 35-44 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 80.6%

COLLISION HISTORY
Number of Years 3
Total Collisions 26
Collision Rate (ACC/MVM) 3.03
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 16,905
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,450
Number of Lanes 4
Street Classification Secondary
Median/Type TWLT
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Commercial
Comments
Keep existing speed limit, high collision rate
ID: 196
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 10th Street West From/To: Lancaster - Ave J
Survey date: 10/21/2021 Survey hours: 12:10p-12:40p
Location of survey: at Newgrove

SPEED DATA
50th Percentile Speed 40 Post Speed Limit 40 mph
85th Percentile Speed 46 Recommended Speed Limit 40 mph 10 mph Pace Speed 35-44 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 81.4%

COLLISION HISTORY
Number of Years 3
Total Collisions 34
Collision Rate (ACC/MVM) 3.32
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 18,795
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,630
Number of Lanes 4
Street Classification Secondary
Median/Type TWLT
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Commercial/ Residential
Comments
Keep existing speed limit, high collision rate
ID: 197
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 10th Street West From/To: Ave J - Ave J-8
Survey date: 10/21/2021 Survey hours: 12:45p-1:10p
Location of survey: at Ave J-4

SPEED DATA
50th Percentile Speed 40 Post Speed Limit 40 mph
85th Percentile Speed 47 Recommended Speed Limit 40 mph 10 mph Pace Speed 36-45 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 75.1%

COLLISION HISTORY
Number of Years 3
Total Collisions 38
Collision Rate (ACC/MVM) 2.75
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 25,856
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,577
Number of Lanes 4
Street Classification Secondary
Median/Type TWLT
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Commercial/ Residential
Comments
Keep existing speed limit, high collision rate
ID: 198
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 10th Street West From/To: Ave J-8 - Ave K
Survey date: 10/21 & 11/17/2021 Survey hours: 1:12p-1:26p/ 3:40p-4:00p Location of survey: at Ave J-12

SPEED DATA
50th Percentile Speed 44 Post Speed Limit 45 mph
85th Percentile Speed 50 Recommended Speed Limit 45 mph 10 mph Pace Speed 39-48 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 67.7%

COLLISION HISTORY
Number of Years 3
Total Collisions 28
Collision Rate (ACC/MVM) 1.85
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 26,985
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,698
Number of Lanes 4
Street Classification Secondary
Median/Type TWLT
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Commercial/ Residential
Comments
Keep existing speed limit, high collision rate
ID: 199
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 10th Street West From/To: Ave K - Ave K-8
Survey date: 10/21/2021 Survey hours: 1:30p-2:00p
Location of survey: at Ave K-4

SPEED DATA
50th Percentile Speed 40 Post Speed Limit 50 mph
85th Percentile Speed 46 Recommended Speed Limit 45 mph 10 mph Pace Speed 36-45 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 81.3%

COLLISION HISTORY
Number of Years 3
Total Collisions 23
Collision Rate (ACC/MVM) 1.5
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 27,983
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,642
Number of Lanes 4
Street Classification Secondary
Median/Type Raised/ Painted
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Commercial
Comments
Decrease speed limit
ID: 200
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 10th Street West From/To: Ave K-8 - Ave L
Survey date: 10/21/2021 Survey hours: 2:05p-2:30p
Location of survey: at YMCA

SPEED DATA
50th Percentile Speed 44 Post Speed Limit 50 mph
85th Percentile Speed 49 Recommended Speed Limit 45 mph 10 mph Pace Speed 39-48 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 62.4%

COLLISION HISTORY
Number of Years 3
Total Collisions 18
Collision Rate (ACC/MVM) 1.55
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 21,053
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,668
Number of Lanes 4
Street Classification Secondary
Median/Type Painted/Raised
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Commercial/ Vacant
Comments
Decrease speed limit
ID: 201
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 10th Street West From/To: Ave L - Ave M
Survey date: 10/21/2021 Survey hours: 2:35p-3:00p
Location of survey: at Ave L-8

SPEED DATA
50th Percentile Speed 49 Post Speed Limit 50 mph
85th Percentile Speed 55 Recommended Speed Limit 50 mph 10 mph Pace Speed 43-52 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 64.7%

COLLISION HISTORY
Number of Years 3
Total Collisions 29
Collision Rate (ACC/MVM) 1.24
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 21,210
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 5,313
Number of Lanes 4-6
Street Classification Major
Median/Type Raised/Painted
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Commercial
Comments
Keep existing speed limit
ID: 202
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 7th Street West From/To: Ave G-12 - Ave H
Survey date: 10/26 & 11/17/2021 Survey hours: 9:00a-10:00a /2:35p-2:50p Location of survey: 400' n/o Ave G-12

SPEED DATA
50th Percentile Speed 32 Post Speed Limit 40 mph
85th Percentile Speed 39 Recommended Speed Limit 40 mph 10 mph Pace Speed 29-38 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 57.5%

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 899
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 1,311
Number of Lanes 4
Street Classification Collector
Median/Type TWLT
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Industrial
Comments
ID: 203
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 6th Street West From/To: Ave L-8 - Ave M
Survey date: 10/26/2021 Survey hours: 12:05p-12:45p
Location of survey: n/o Ave L-14

SPEED DATA
50th Percentile Speed 33 Post Speed Limit 40 mph
85th Percentile Speed 41 Recommended Speed Limit 40 mph 10 mph Pace Speed 26-35 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 62.7%

COLLISION HISTORY
Number of Years 3
Total Collisions 1
Collision Rate (ACC/MVM) 0.78
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 2,369
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,600
Number of Lanes 2
Street Classification Collector
Median/Type TWLT
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Industrial
Comments
ID: 204
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Gadsden Avenue From/To: Ave K - Ave K-8
Survey date: 10/26/2021 Survey hours: 11:15a-11:58a
Location of survey: at Ave K-4

SPEED DATA
50th Percentile Speed 34 Post Speed Limit 35 mph
85th Percentile Speed 38 Recommended Speed Limit 35 mph 10 mph Pace Speed 29-38 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 68.6%

COLLISION HISTORY
Number of Years 3
Total Collisions 6
Collision Rate (ACC/MVM) 8.69
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 1,250
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,665
Number of Lanes 2
Street Classification Collector
Median/Type TWLT
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Commercial
Comments
ID: 205
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Yucca Avenue From/To: Ave I - Lancaster
Survey date: 10/26/2021 Survey hours: 2:05p-3:00p
Location of survey: s/o Jackman St

SPEED DATA
50th Percentile Speed 36 Post Speed Limit 40 mph
85th Percentile Speed 45 Recommended Speed Limit 40 mph 10 mph Pace Speed 33-42 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 50.3%

COLLISION HISTORY
Number of Years 3
Total Collisions 4
Collision Rate (ACC/MVM) 6.27
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 1,575
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 1,953
Number of Lanes 4
Street Classification Collector
Median/Type None
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Industrial
Comments
Keep existing speed limit, high collision rate
ID: 214
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Yucca Avenue From/To: Lancaster - Milling
Survey date: 10/26/2021 Survey hours: 1:30p-2:00p
Location of survey: s/o Lumber St

SPEED DATA
50th Percentile Speed 29 Post Speed Limit 40 mph
85th Percentile Speed 33 Recommended Speed Limit 35 mph 10 mph Pace Speed 25-34 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 77.4%

COLLISION HISTORY
Number of Years 3
Total Collisions 2
Collision Rate (ACC/MVM) 2.73
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 5,460
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 648
Number of Lanes 4
Street Classification Collector
Median/Type None
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Industrial
Comments
Decrease speed limit
ID: 215
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Trevor Avenue From/To: Ave H - Ave I
Survey date: 10/26/2021 Survey hours: 10:05a-11:00a
Location of survey: at Ave H-6

SPEED DATA
50th Percentile Speed 38 Post Speed Limit 40 mph
85th Percentile Speed 48 Recommended Speed Limit 40 mph 10 mph Pace Speed 34-43 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 54.2%

COLLISION HISTORY
Number of Years 3
Total Collisions 4
Collision Rate (ACC/MVM) 0.99
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 3,833
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 5,085
Number of Lanes 2
Street Classification Collector
Median/Type None
Bicycle lanes/Type No
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Industrial
Comments
Keep existing speed limit
ID: 216
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: Business Center Parkway From/To: Ave K-8 - Ave L Survey date: 10/26/2021 Survey hours: 12:55p-1:20p
Location of survey: s/o Ave K-10

COLLISION HISTORY
Number of Years 3
Total Collisions 14
Collision Rate (ACC/MVM) 1.45
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 13,493
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 3,441
Number of Lanes 4
Street Classification Major
Median/Type Raised
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves Horizontal
Adjacent Land use Commercial
Comments
Decrease speed limit, High collision rate
ID: 225
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 3rd Street East From/To: Ave I - Lancaster
Survey date: 10/27/2021 Survey hours: 9:00a-9:30a
Location of survey: at Kettering St

SPEED DATA
50th Percentile Speed 35 Post Speed Limit 35 mph
85th Percentile Speed 40 Recommended Speed Limit 35 mph 10 mph Pace Speed 29-38 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 63.3%

COLLISION HISTORY
Number of Years 3
Total Collisions 7
Collision Rate (ACC/MVM) 1.44
Expected Collision Rate (ACC/MVM) 1.96

TRAFFIC FACTORS
Average Daily Traffic 9,135
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,560
Number of Lanes 2
Street Classification Collector
Median/Type None
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use School/ Residential
Comments
Keep existing speed limit
ID: 226
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 4th Street East From/To: Ave L - Ave M
Survey date: 10/27/2021 Survey hours: 9:45a-10:15a
Location of survey: at Ave L-4

SPEED DATA
50th Percentile Speed 44 Post Speed Limit 45 mph
85th Percentile Speed 51 Recommended Speed Limit 45 mph 10 mph Pace Speed 38-47 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 60.4%

COLLISION HISTORY
Number of Years 3
Total Collisions 8
Collision Rate (ACC/MVM) 1.13
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 6,615
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 5,152
Number of Lanes 2
Street Classification Collector
Median/Type None
Bicycle lanes/Type No
Sidewalks No
Vertical/Horizontal Curves None
Adjacent Land use Industrial
Comments
Keep existing speed limit
ID: 227
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 5th Street East From/To: Ave K - Ave K-8
Survey date: 10/27/2021 Survey hours: 10:25a-11:00a
Location of survey: at Ave K-4

SPEED DATA
50th Percentile Speed 36 Post Speed Limit 40 mph
85th Percentile Speed 42 Recommended Speed Limit 40 mph 10 mph Pace Speed 30-39 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 67.8%

COLLISION HISTORY
Number of Years 3
Total Collisions 1
Collision Rate (ACC/MVM) 0.58
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 3,150
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,635
Number of Lanes 2
Street Classification Collector
Median/Type None
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Vacant/ Residential
Comments
ID: 232
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 15th Street East From/To: Ave H-12 - Ave I
Survey date: 10/27/2021 Survey hours: 2:35p-3:15p
Location of survey: 300' n/o Ave I

SPEED DATA
50th Percentile Speed 35 Post Speed Limit 35 mph
85th Percentile Speed 41 Recommended Speed Limit 35 mph 10 mph Pace Speed 29-38 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 71.3%

COLLISION HISTORY
Number of Years 3
Total Collisions 1
Collision Rate (ACC/MVM) 4.25
Expected Collision Rate (ACC/MVM) 1.32

TRAFFIC FACTORS
Average Daily Traffic 872
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 1,303
Number of Lanes 2
Street Classification Secondary
Median/Type None
Bicycle lanes/Type No
Sidewalks E/S
Vertical/Horizontal Curves None
Adjacent Land use Residential
Comments
Keep existing speed limit, high collision rate
ID: 240
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 15th Street East From/To: Ave I - Lancaster
Survey date: 10/27/2021 Survey hours: 2:00p-2:30p
Location of survey: at Kettering St

SPEED DATA
50th Percentile Speed 45 Post Speed Limit 45 mph
85th Percentile Speed 50 Recommended Speed Limit 45 mph 10 mph Pace Speed 41-50 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 61.0%

COLLISION HISTORY
Number of Years 3
Total Collisions 3
Collision Rate (ACC/MVM) 1.37
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 3,938
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,685
Number of Lanes 2
Street Classification Secondary
Median/Type TWLT
Bicycle lanes/Type Class II
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
Keep existing speed limit, high collision rate
ID: 241
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 15th Street East From/To: Lancaster - Ave J
Survey date: 10/27/2021 Survey hours: 1:25p-1:55p
Location of survey: at Willow Creek Condo

SPEED DATA
50th Percentile Speed 45 Post Speed Limit 45 mph
85th Percentile Speed 51 Recommended Speed Limit 45 mph 10 mph Pace Speed 42-51 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 65.9%

COLLISION HISTORY
Number of Years 3
Total Collisions 3
Collision Rate (ACC/MVM) 1.05
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 5,145
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,667
Number of Lanes 4
Street Classification Secondary
Median/Type TWLT
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential
Comments
Keep existing speed limit, high collision rate
ID: 242
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 15th Street East From/To: Ave J - Ave J-8
Survey date: 10/27/2021 Survey hours: 12:45p-1:15p
Location of survey: at Ave J-4

SPEED DATA
50th Percentile Speed 44 Post Speed Limit 45 mph
85th Percentile Speed 52 Recommended Speed Limit 45 mph 10 mph Pace Speed 39-48 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 59.5%

COLLISION HISTORY
Number of Years 3
Total Collisions 6
Collision Rate (ACC/MVM) 1.85
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 6,221
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,513
Number of Lanes 4
Street Classification Secondary
Median/Type TWLT
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential
Comments
Keep existing speed limit, high collision rate
ID: 243
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 15th Street East From/To: Ave J-8 - Ave K
Survey date: 10/27/2021 Survey hours: 12:05p-12:35p
Location of survey: at Ave J-12

COLLISION HISTORY
Number of Years 3
Total Collisions 3
Collision Rate (ACC/MVM) 1.11
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 4,962
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,630
Number of Lanes 4
Street Classification Secondary
Median/Type TWLT
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential
Comments
Keep existing speed limit, high collision rate
ID: 244
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 15th Street East From/To: Ave K - Ave K-8
Survey date: 10/27/2021 Survey hours: 11:10a-11:45a
Location of survey: at Marion Ave

SPEED DATA
50th Percentile Speed 41 Post Speed Limit 50 mph
85th Percentile Speed 46 Recommended Speed Limit 45 mph 10 mph Pace Speed 38-47 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 76.9%

COLLISION HISTORY
Number of Years 3
Total Collisions 3
Collision Rate (ACC/MVM) 2.57
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 2,100
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,679
Number of Lanes 3
Street Classification Secondary
Median/Type Painted
Bicycle lanes/Type Class II N/B
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential
Comments
Decrease speed limit
ID: 245
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 20th Street East From/To: Ave H - Ave I
Survey date: 11/1/2021 Survey hours: 10:00a-10:30a
Location of survey: at Ave H-4

SPEED DATA
50th Percentile Speed 52 Post Speed Limit 55 mph
85th Percentile Speed 57 Recommended Speed Limit 55 mph 10 mph Pace Speed 48-57 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 60.7%

COLLISION HISTORY
Number of Years 3
Total Collisions 7
Collision Rate (ACC/MVM) 6.03
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 2,149
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,605
Number of Lanes 2-3
Street Classification Major
Median/Type Raised/ Painted
Bicycle lanes/Type No
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Vacant/ Residential
Comments
ID: 246
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 20th Street East From/To: Ave I - Lancaster
Survey date: 11/1/2021 Survey hours: 10:35a-11:05a
Location of survey: at Kettering St

SPEED DATA
50th Percentile Speed 47 Post Speed Limit 50 mph
85th Percentile Speed 53 Recommended Speed Limit 50 mph 10 mph Pace Speed 42-51 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 66.1%

COLLISION HISTORY
Number of Years 3
Total Collisions 5
Collision Rate (ACC/MVM) 1.17
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 7,718
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,669
Number of Lanes 2-4
Street Classification Major
Median/Type Raised/ Painted/ None
Bicycle lanes/Type No
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
ID: 247
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 20th Street East From/To: Lancaster - Ave J
Survey date: 11/1/2021 Survey hours: 11:10a-11:45a
Location of survey: at Nugent St

SPEED DATA
50th Percentile Speed 46 Post Speed Limit 50 mph
85th Percentile Speed 55 Recommended Speed Limit 50 mph 10 mph Pace Speed 39-48 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 56.1%

COLLISION HISTORY
Number of Years 3
Total Collisions 12
Collision Rate (ACC/MVM) 1.6
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 14,149
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,560
Number of Lanes 3
Street Classification Major
Median/Type Raised
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant/ Commercial
Comments
Keep existing speed limit, high collision rate, continuation of speed ID: 248
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 20th Street East From/To: Ave J - Ave J-8
Survey date: 11/1/2021 Survey hours: 12:10p-12:40p
Location of survey: at Ave J-4

SPEED DATA
50th Percentile Speed 46 Post Speed Limit 50 mph
85th Percentile Speed 52 Recommended Speed Limit 50 mph 10 mph Pace Speed 41-50 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 64.5%

COLLISION HISTORY
Number of Years 3
Total Collisions 10
Collision Rate (ACC/MVM) 1.37
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 13,751
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,560
Number of Lanes 3
Street Classification Major
Median/Type TWLT
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Commercial
Comments
ID: 249
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 20th Street East From/To: Ave J-8 - Ave K
Survey date: 11/1/2021 Survey hours: 12:45a-1:15p
Location of survey: n/o Acosta Ave

SPEED DATA
50th Percentile Speed 50 Post Speed Limit 50 mph
85th Percentile Speed 55 Recommended Speed Limit 50 mph 10 mph Pace Speed 46-55 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 60.6%

COLLISION HISTORY
Number of Years 3
Total Collisions 10
Collision Rate (ACC/MVM) 2.8
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 6,720
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,560
Number of Lanes 4
Street Classification Major
Median/Type Painted
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential
Comments
Keep existing speed limit, high collision rate
ID: 250
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 20th Street East From/To: Ave K - Ave L
Survey date: 11/1/2021 Survey hours: 1:20p-1:50p
Location of survey: at Ave K-8

SPEED DATA
50th Percentile Speed 53 Post Speed Limit 55 mph
85th Percentile Speed 60 Recommended Speed Limit 55 mph 10 mph Pace Speed 50-59 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 58.8%

COLLISION HISTORY
Number of Years 3
Total Collisions 11
Collision Rate (ACC/MVM) 1.34
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 7,508
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 5,285
Number of Lanes 2-3
Street Classification Major
Median/Type Raised/ None
Bicycle lanes/Type No
Sidewalks W/S
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
Keep existing speed limit, high collision rate, continuation of speed ID: 251
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 25th Street East From/To: Ave H-8 - Ave I
Survey date: 11/2/2021 Survey hours: 12:45p-1:30p
Location of survey: 400' n/o Ave I

SPEED DATA
50th Percentile Speed 39 Post Speed Limit 40 mph
85th Percentile Speed 46 Recommended Speed Limit 40 mph 10 mph Pace Speed 35-44 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 67.1%

COLLISION HISTORY
Number of Years 3
Total Collisions 3
Collision Rate (ACC/MVM) 17.41
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 315
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,637
Number of Lanes 2
Street Classification Secondary
Median/Type None
Bicycle lanes/Type No
Sidewalks W/S
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
Keep existing speed limit
ID: 252
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 25th Street East From/To: Ave I - Lancaster
Survey date: 11/2/2021 Survey hours: 11:50a-12:20p
Location of survey: at Kettering St

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 2,520
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,656
Number of Lanes 2
Street Classification Secondary
Median/Type None
Bicycle lanes/Type No
Sidewalks W/S
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
ID: 253
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 25th Street East From/To: Lancaster - Ave J
Survey date: 11/2/2021 Survey hours: 11:15a-11:45a
Location of survey: at Nugent St

SPEED DATA
50th Percentile Speed 42 Post Speed Limit 45 mph
85th Percentile Speed 49 Recommended Speed Limit 45 mph 10 mph Pace Speed 36-45 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 65.8%

COLLISION HISTORY
Number of Years 3
Total Collisions 3
Collision Rate (ACC/MVM) 3.29
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 1,680
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,618
Number of Lanes 2
Street Classification Secondary
Median/Type Painted
Bicycle lanes/Type No
Sidewalks E/S
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
ID: 254
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 25th Street East From/To: Ave J - Ave J-4
Survey date: 11/2 & 11/9/2021 Survey hours: 10:10a-11:10a/ 3:40p-4:40p Location of survey: 300' s/o Ave J

SPEED DATA
50th Percentile Speed 38 Post Speed Limit 40 mph
85th Percentile Speed 43 Recommended Speed Limit 40 mph 10 mph Pace Speed 33-42 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 77.5%

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 1.32

TRAFFIC FACTORS
Average Daily Traffic 635
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 1,240
Number of Lanes 2
Street Classification Secondary
Median/Type None
Bicycle lanes/Type No
Sidewalks E/S
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
ID: 255
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 25th Street East From/To: Ave J-8 - Ave K
Survey date: 11/2/2021 Survey hours: 9:30a-10:00
Location of survey: at Morningside Ave

SPEED DATA
50th Percentile Speed 39 Post Speed Limit 40 mph
85th Percentile Speed 50 Recommended Speed Limit 40 mph 10 mph Pace Speed 30-39 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 44.6%

COLLISION HISTORY
Number of Years 3
Total Collisions 2
Collision Rate (ACC/MVM) 2.59
Expected Collision Rate (ACC/MVM) 1.32

TRAFFIC FACTORS
Average Daily Traffic 1,418
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,630
Number of Lanes 2
Street Classification Secondary
Median/Type TWLT
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential
Comments
Keep existing speed limit, high collision rate
ID: 256
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 25th Street East From/To: Ave K - Ave K-4
Survey date: 11/1 & 12/15/21 Survey hours: 2:00p-3:00p /11:00a-12:00p Location of survey: 350' s/o Ave K

SPEED DATA
50th Percentile Speed 30 Post Speed Limit 35 mph
85th Percentile Speed 36 Recommended Speed Limit 35 mph 10 mph Pace Speed 27-36 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 86.1%

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 1.32

TRAFFIC FACTORS
Average Daily Traffic 347
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 1,305
Number of Lanes 3
Street Classification Secondary
Median/Type Painted
Bicycle lanes/Type No
Sidewalks E/S
Vertical/Horizontal Curves None
Adjacent Land use Residential
Comments
Low volume road, a short segment and an entrance to a residential neighborhood ID: 257
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 26th Street East From/To: Ave H-8 - Ave I
Survey date: 11/1 & 12/2/21 Survey hours: 1:35p-2:30p /7:45a-9:00a Location of survey: 700' w/o Ave I

SPEED DATA
50th Percentile Speed 33 Post Speed Limit 35 mph
85th Percentile Speed 37 Recommended Speed Limit 35 mph 10 mph Pace Speed 28-37 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 81.3%

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 2.61

TRAFFIC FACTORS
Average Daily Traffic 945
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,630
Number of Lanes 2
Street Classification Local
Median/Type None
Bicycle lanes/Type No
Sidewalks W/S
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
ID: 258
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 30th Street East From/To: Ave I - Lancaster
Survey date: 11/2/2021 Survey hours: 2:35p-3:00p
Location of survey: at Kettering St

SPEED DATA
50th Percentile Speed 42 Post Speed Limit 50 mph
85th Percentile Speed 46 Recommended Speed Limit 45 mph 10 mph Pace Speed 37-46 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 74.4%

COLLISION HISTORY
Number of Years 3
Total Collisions 3
Collision Rate (ACC/MVM) 1.93
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 2,835
Traffic Control Type Traffic signal/stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,646
Number of Lanes 3
Street Classification Major
Median/Type None
Bicycle lanes/Type No
Sidewalks W/S
Vertical/Horizontal Curves None
Adjacent Land use School/ City Park/ Vacant
Comments
Decrease speed limit
ID: 259
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 30th Street East From/To: Lancaster - Ave J
Survey date: 11/2/2021 Survey hours: 3:05p-3:35 pm
Location of survey: at Nugent St

SPEED DATA
50th Percentile Speed 46 Post Speed Limit 50 mph
85th Percentile Speed 49 Recommended Speed Limit 45 mph 10 mph Pace Speed 40-49 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 78.0%

COLLISION HISTORY
Number of Years 3
Total Collisions 3
Collision Rate (ACC/MVM) 1.02
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 5,565
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,550
Number of Lanes 2-4
Street Classification Major
Median/Type Raised/ None
Bicycle lanes/Type No
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
Decrease speed limit
ID: 260
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 30th Street East From/To: Ave J - Ave J-8
Survey date: 11/3/2021 Survey hours: 9:00a-9:30a
Location of survey: at Ave J-4

COLLISION HISTORY
Number of Years 3
Total Collisions 11
Collision Rate (ACC/MVM) 3.27
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 6,248
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,600
Number of Lanes 2
Street Classification Major
Median/Type Painted
Bicycle lanes/Type No
Sidewalks Partial
Vertical/Horizontal Curves None
Adjacent Land use Vacant/ Residential
Comments
ID: 261
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 30th Street East From/To: Ave J-8 - Ave K
Survey date: 11/3/2021 Survey hours: 9:35a-10:05a
Location of survey: at San Miguel Dr

SPEED DATA
50th Percentile Speed 46 Post Speed Limit 50 mph
85th Percentile Speed 53 Recommended Speed Limit 50 mph 10 mph Pace Speed 41-50 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 65.2%

COLLISION HISTORY
Number of Years 3
Total Collisions 3
Collision Rate (ACC/MVM) 0.79
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 7,140
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,550
Number of Lanes 4
Street Classification Major
Median/Type Raised
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential
Comments
ID: 262
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 30th Street East From/To: Ave K - Ave K-8
Survey date: 11/3/2021 Survey hours: 10:15a-10:45a
Location of survey: at Ave K-4

SPEED DATA
50th Percentile Speed 52 Post Speed Limit 55 mph
85th Percentile Speed 58 Recommended Speed Limit 55 mph 10 mph Pace Speed 43-52 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 55.7%

COLLISION HISTORY
Number of Years 3
Total Collisions 1
Collision Rate (ACC/MVM) 0.29
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 6,631
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,550
Number of Lanes 3
Street Classification Major
Median/Type TWLT
Bicycle lanes/Type No
Sidewalks E/S
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
ID: 263
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 30th Street East From/To: Ave K-8 - Ave L
Survey date: 11/3/2021 Survey hours: 10:55a-11:30a
Location of survey: 1000' n/o Ave L

COLLISION HISTORY
Number of Years 3
Total Collisions 7
Collision Rate (ACC/MVM) 1.92
Expected Collision Rate (ACC/MVM) 1.15

TRAFFIC FACTORS
Average Daily Traffic 6,631
Traffic Control Type Traffic signal

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,657
Number of Lanes 3-4
Street Classification Major
Median/Type Raised/ Painted
Bicycle lanes/Type No
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant/ Lancaster Soccer Ctr Comments
ID: 264
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 35th Street East From/To: Ave H-8 - Ave I
Survey date: 11/3/2021 Survey hours: 1:50p-2:30p
Location of survey: 300' n/o Ave I

SPEED DATA
50th Percentile Speed 30 Post Speed Limit 40 mph
85th Percentile Speed 34 Recommended Speed Limit 35 mph 10 mph Pace Speed 25-34 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 86.2%

COLLISION HISTORY
Number of Years 3
Total Collisions 2
Collision Rate (ACC/MVM) 5.28
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 683
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,677
Number of Lanes 3
Street Classification Secondary
Median/Type Raised
Bicycle lanes/Type No
Sidewalks W/S
Vertical/Horizontal Curves None
Adjacent Land use Residential
Comments
Decrease speed limit
ID: 265
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 35th Street East From/To: Ave J-8 - Ave K
Survey date: 11/3 & 12/1/21 Survey hours: 2:40p-3:10p /2:00p-2:30p Location of survey: 1000' s/o Ave J-8

SPEED DATA
50th Percentile Speed 39 Post Speed Limit 40 mph
85th Percentile Speed 45 Recommended Speed Limit 40 mph 10 mph Pace Speed 36-45 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 78.9%

COLLISION HISTORY
Number of Years 3
Total Collisions 1
Collision Rate (ACC/MVM) 1.22
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 1,524
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,590
Number of Lanes 2
Street Classification Secondary
Median/Type TWLT
Bicycle lanes/Type Class II
Sidewalks Yes
Vertical/Horizontal Curves None
Adjacent Land use School/ Residential/ Vacant
Comments
Keep existing speed limit, High collision rate
ID: 266
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 35th Street East From/To: Ave K - Ave K-8
Survey date: 11/3/2021 Survey hours: 3:15p-3:45p
Location of survey: at Ave K-4

SPEED DATA
50th Percentile Speed 48 Post Speed Limit 50 mph
85th Percentile Speed 55 Recommended Speed Limit 50 mph 10 mph Pace Speed 46-55 Speed limit Justification CVC 22358.8(a) Percentage of Vehicles in Pace 56.6%

COLLISION HISTORY
Number of Years 3
Total Collisions 4
Collision Rate (ACC/MVM) 9.93
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 735
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,642
Number of Lanes 2
Street Classification Secondary
Median/Type Painted
Bicycle lanes/Type No
Sidewalks W/S
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Vacant
Comments
Keep existing speed limit, High collision rate
ID: 267
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 35th Street East From/To: Ave K-8 - Ave L
Survey date: 11/3/2021 Survey hours: 11:40a-12:40p
Location of survey: at James Ct

SPEED DATA
50th Percentile Speed 49 Post Speed Limit 50 mph
85th Percentile Speed 53 Recommended Speed Limit 50 mph 10 mph Pace Speed 45-54 Speed limit Justification CVC 22358.6 Percentage of Vehicles in Pace 65.7%

COLLISION HISTORY
Number of Years 3
Total Collisions 0
Collision Rate (ACC/MVM) 0
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 630
Traffic Control Type

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,613
Number of Lanes 2
Street Classification Secondary
Median/Type None
Bicycle lanes/Type No
Sidewalks W/S
Vertical/Horizontal Curves None
Adjacent Land use Residential/ Soccer Ctr/ Vacant
Comments
ID: 268
Lancaster/Speed survey data summary

CITY OF LANCASTER

ENGINEERING AND TRAFFIC SURVEY
Street: 40th Street East From/To: Lancaster - Ave J
Survey date: 11/3/2021 Survey hours: 12:50p-1:20p
Location of survey: 1000' s/o Lancaster Blvd

SPEED DATA
50th Percentile Speed 47 Post Speed Limit 50 mph
85th Percentile Speed 52 Recommended Speed Limit 50 mph 10 mph Pace Speed 41-50 Speed limit Justification 85th percentile speed Percentage of Vehicles in Pace 67.9%

COLLISION HISTORY
Number of Years 3
Total Collisions 1
Collision Rate (ACC/MVM) 0.45
Expected Collision Rate (ACC/MVM) 0.84

TRAFFIC FACTORS
Average Daily Traffic 4,095
Traffic Control Type Stop sign

ROADWAY CHARACTERISTICS
Segment Length (feet) 2,590
Number of Lanes 3
Street Classification Secondary
Median/Type Painted
Bicycle lanes/Type No
Sidewalks E/S
Vertical/Horizontal Curves None
Adjacent Land use College/ Vacant
Comments
ID: 269
Lancaster/Speed survey data summary

3. Spot Speed Survey Data Calculation Sheet
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue G
Location: at Great Western Drive
Between: 50th Street West to 25th Street West Ref. # 1
Cumulative Date: 11/2/2021 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
25 0 0.00% 0.00% Hours: 9:15A To 10:00
26 0 0.00% 0.00% Recorder: EY
27 0 0.00% 0.00% Posted Speed: 55
28 0 0.00% 0.00% Remarks:
29 0 0.00% 0.00%
30 0 0.00% 0.00%
31 0 0.00% 0.00%
32 0 0.00% 0.00% DATA ANALYSIS:
33 0 0.00% 0.00% Mean Speed: 55
34 0 0.00% 0.00% Standard Deviation: 5
35 0 0.00% 0.00% Standard error of the mean: 0.45
36 0 0.00% 0.00% 50th Percentile: 55
37 0 0.00% 0.00% 85th Percentile: 61
38 0 0.00% 0.00% 97th Percentile: 64
39 0 0.00% 0.00% 10 Mile Pace: 49 to 58
40 0 0.00% 0.00% % of Samples in 10-Mile Pace: 64.75%
41 0 0.00% 0.00% Comments:
42 0 0.00% 0.00%
43 0 0.00% 0.00%
44 0 0.00% 0.00%
45 3 2.46% 2.46%
46 3 2.46% 4.92%
47 5 4.10% 9.02%
48 3 2.46% 11.48%
49 7 5.74% 17.21%
50 4 3.28% 20.49%
51 7 5.74% 26.23%
52 5 4.10% 30.33%
53 9 7.38% 37.70%
54 8 6.56% 44.26%
55 9 7.38% 51.64%
56 11 9.02% 60.66%
57 13 10.66% 71.31%
58 6 4.92% 76.23%
59 4 3.28% 79.51%
60 4 3.28% 82.79%
61 6 4.92% 87.70%
62 5 4.10% 91.80%
63 5 4.10% 95.90%
64 2 1.64% 97.54%
65 2 1.64% 99.18%
66 0 0.00% 99.18%
67 1 0.82% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
71 0 0.00% 100.00%
Total: 122 100%
spd_form.xls
0%
20%
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Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue G-12
Location: 400' e/o 7th St W
Between: 7th Street West to Sierra Highway Ref. # 3
Cumulative Date: 11/17/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
25 0 0.00% 0.00% Hours: 7:50 /2:05 To 8:50 /2:35
26 0 0.00% 0.00% Recorder: AY
27 2 2.63% 2.63% Posted Speed: 40
28 2 2.63% 5.26% Remarks:
29 2 2.63% 7.89%
30 5 6.58% 14.47%
31 9 11.84% 26.32%
32 4 5.26% 31.58% DATA ANALYSIS:
33 2 2.63% 34.21% Mean Speed: 36
34 2 2.63% 36.84% Standard Deviation: 4
35 5 6.58% 43.42% Standard error of the mean: 0.46
36 9 11.84% 55.26% 50th Percentile: 36
37 8 10.53% 65.79% 85th Percentile: 41
38 7 9.21% 75.00% 97th Percentile: 43
39 3 3.95% 78.95% 10 Mile Pace: 30 to 39
40 4 5.26% 84.21% % of Samples in 10-Mile Pace: 71.05%
41 1 1.32% 85.53% Comments:
42 6 7.89% 93.42%
43 4 5.26% 98.68%
44 1 1.32% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
71 0 0.00% 100.00%
Total: 76 100%
spd_form.xls
0%
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40%
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Spot Speed, mph
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 9
10Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue H
Location: at 32nd Street West
Between: 35th Street West to 30th Street West Ref. # 4
Cumulative Date: 11/2/2021 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 11:10A To 12:00P
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 55
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 54
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.38
31 0 0.00% 0.00% 50th Percentile: 54
32 0 0.00% 0.00% 85th Percentile: 59
33 0 0.00% 0.00% 97th Percentile: 62
34 0 0.00% 0.00% 10 Mile Pace: 50 to 59
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 74.34%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 0 0.00% 0.00%
39 0 0.00% 0.00%
40 0 0.00% 0.00%
41 0 0.00% 0.00%
42 0 0.00% 0.00%
43 0 0.00% 0.00%
44 0 0.00% 0.00%
45 0 0.00% 0.00%
46 2 1.77% 1.77%
47 4 3.54% 5.31%
48 6 5.31% 10.62%
49 5 4.42% 15.04%
50 7 6.19% 21.24%
51 9 7.96% 29.20%
52 8 7.08% 36.28%
53 7 6.19% 42.48%
54 9 7.96% 50.44%
55 7 6.19% 56.64%
56 14 12.39% 69.03%
57 3 2.65% 71.68%
58 11 9.73% 81.42%
59 9 7.96% 89.38%
60 2 1.77% 91.15%
61 2 1.77% 92.92%
62 5 4.42% 97.35%
63 1 0.88% 98.23%
64 1 0.88% 99.12%
65 1 0.88% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 113 100%
spd_form.xls
0%
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120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue H-2-25th St West
Location: 400 feet east of 25th Street West
Between: Ave H to 23rd Street West Ref. # 8
Cumulative Date: 12/1/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 2:45p To 3:45p
21 0 0.00% 0.00% Recorder: AY
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 1 1.32% 1.32%
27 1 1.32% 2.63% DATA ANALYSIS:
28 0 0.00% 2.63% Mean Speed: 34
29 0 0.00% 2.63% Standard Deviation: 3
30 3 3.95% 6.58% Standard error of the mean: 0.34
31 4 5.26% 11.84% 50th Percentile: 34
32 7 9.21% 21.05% 85th Percentile: 38
33 14 18.42% 39.47% 97th Percentile: 40
34 14 18.42% 57.89% 10 Mile Pace: 30 to 39
35 8 10.53% 68.42% % of Samples in 10-Mile Pace: 92.11% 36 6 7.89% 76.32% Comments:
37 4 5.26% 81.58%
38 7 9.21% 90.79%
39 3 3.95% 94.74%
40 3 3.95% 98.68%
41 0 0.00% 98.68%
42 0 0.00% 98.68%
43 0 0.00% 98.68%
44 0 0.00% 98.68%
45 1 1.32% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 76 100%
spd_form.xls
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120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
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16Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue H-8
Location: at 3rd Street East
Between: Division Street to 5th Street East Ref. # 9
Cumulative Date: 10/20/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 11:30 To 12:35
21 0 0.00% 0.00% Recorder: AY
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 38
29 0 0.00% 0.00% Standard Deviation: 4
30 1 1.02% 1.02% Standard error of the mean: 0.4
31 3 3.06% 4.08% 50th Percentile: 38
32 5 5.10% 9.18% 85th Percentile: 42
33 4 4.08% 13.27% 97th Percentile: 46
34 5 5.10% 18.37% 10 Mile Pace: 33 to 42
35 5 5.10% 23.47% % of Samples in 10-Mile Pace: 76.53%
36 8 8.16% 31.63% Comments:
37 13 13.27% 44.90%
38 6 6.12% 51.02%
39 11 11.22% 62.24%
40 10 10.20% 72.45%
41 7 7.14% 79.59%
42 6 6.12% 85.71%
43 3 3.06% 88.78%
44 3 3.06% 91.84%
45 3 3.06% 94.90%
46 3 3.06% 97.96%
47 2 2.04% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 98 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue H-8
Location: at Fairbanks Ave
Between: 15th Street East to 20th Street East Ref. # 10 Cumulative Date: 11/2/2021 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
20 5 4.50% 4.50% Hours: 12:45 To 1:30
21 5 4.50% 9.01% Recorder: EY
22 4 3.60% 12.61% Posted Speed: 35
23 18 16.22% 28.83% Remarks:
24 8 7.21% 36.04%
25 10 9.01% 45.05%
26 17 15.32% 60.36%
27 13 11.71% 72.07% DATA ANALYSIS:
28 12 10.81% 82.88% Mean Speed: 26
29 7 6.31% 89.19% Standard Deviation: 3
30 3 2.70% 91.89% Standard error of the mean: 0.28
31 4 3.60% 95.50% 50th Percentile: 26
32 1 0.90% 96.40% 85th Percentile: 29
33 2 1.80% 98.20% 97th Percentile: 33
34 2 1.80% 100.00% 10 Mile Pace: 20 to 29
35 0 0.00% 100.00% % of Samples in 10-Mile Pace: 89.19% 36 0 0.00% 100.00% Comments:
37 0 0.00% 100.00%
38 0 0.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 111 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue I
Location: 500 feet W of 27th Street West
Between: 30th Street West to 27th Street West Ref. # 12 Cumulative Date: 11/2/2021 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 12:05 To 12:40
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 55
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 52
29 0 0.00% 0.00% Standard Deviation: 6
30 0 0.00% 0.00% Standard error of the mean: 0.61
31 0 0.00% 0.00% 50th Percentile: 52
32 0 0.00% 0.00% 85th Percentile: 59
33 0 0.00% 0.00% 97th Percentile: 65
34 0 0.00% 0.00% 10 Mile Pace: 45 to 54
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 64.95%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 0 0.00% 0.00%
39 0 0.00% 0.00%
40 0 0.00% 0.00%
41 0 0.00% 0.00%
42 3 3.09% 3.09%
43 2 2.06% 5.15%
44 0 0.00% 5.15%
45 2 2.06% 7.22%
46 6 6.19% 13.40%
47 7 7.22% 20.62%
48 8 8.25% 28.87%
49 11 11.34% 40.21%
50 1 1.03% 41.24%
51 6 6.19% 47.42%
52 12 12.37% 59.79%
53 3 3.09% 62.89%
54 7 7.22% 70.10%
55 2 2.06% 72.16%
56 5 5.15% 77.32%
57 3 3.09% 80.41%
58 2 2.06% 82.47%
59 4 4.12% 86.60%
60 1 1.03% 87.63%
61 2 2.06% 89.69%
62 4 4.12% 93.81%
63 0 0.00% 93.81%
64 3 3.09% 96.91%
65 1 1.03% 97.94%
66 0 0.00% 97.94%
67 0 0.00% 97.94%
68 1 1.03% 98.97%
69 0 0.00% 98.97%
73 1 1.03% 100.00%
Total: 97 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue I
Location: E of Fern
Between: 10th Street West to Sierra Highway Ref. # 17
Cumulative Date: 10/20/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 9:00 To 9:30
21 0 0.00% 0.00% Recorder: AY
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 41
29 0 0.00% 0.00% Standard Deviation: 3
30 0 0.00% 0.00% Standard error of the mean: 0.28
31 0 0.00% 0.00% 50th Percentile: 40
32 0 0.00% 0.00% 85th Percentile: 44
33 1 0.88% 0.88% 97th Percentile: 47
34 1 0.88% 1.75% 10 Mile Pace: 36 to 45
35 3 2.63% 4.39% % of Samples in 10-Mile Pace: 88.60%
36 3 2.63% 7.02% Comments:
37 8 7.02% 14.04%
38 9 7.89% 21.93%
39 17 14.91% 36.84%
40 15 13.16% 50.00%
41 12 10.53% 60.53%
42 10 8.77% 69.30%
43 11 9.65% 78.95%
44 9 7.89% 86.84%
45 7 6.14% 92.98%
46 3 2.63% 95.61%
47 2 1.75% 97.37%
48 2 1.75% 99.12%
49 1 0.88% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 114 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue I
Location: w/o 25th Street East
Between: 20th Street East to 30th Street East Ref. # 23 Cumulative Date: 10/20/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 9:40 To 10:40
21 0 0.00% 0.00% Recorder: AY
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 47
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.35
31 0 0.00% 0.00% 50th Percentile: 47
32 0 0.00% 0.00% 85th Percentile: 52
33 0 0.00% 0.00% 97th Percentile: 54
34 0 0.00% 0.00% 10 Mile Pace: 44 to 53
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 76.38%
36 0 0.00% 0.00% Comments:
37 1 0.79% 0.79%
38 1 0.79% 1.57%
39 4 3.15% 4.72%
40 0 0.00% 4.72%
41 5 3.94% 8.66%
42 9 7.09% 15.75%
43 4 3.15% 18.90%
44 9 7.09% 25.98%
45 10 7.87% 33.86%
46 13 10.24% 44.09%
47 8 6.30% 50.39%
48 13 10.24% 60.63%
49 14 11.02% 71.65%
50 6 4.72% 76.38%
51 7 5.51% 81.89%
52 9 7.09% 88.98%
53 8 6.30% 95.28%
54 4 3.15% 98.43%
55 0 0.00% 98.43%
56 1 0.79% 99.21%
57 1 0.79% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 127 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue I
Location: at 3233 Ave I
Between: 30th Street East to 40th Street East Ref. # 24 Cumulative Date: 10/20/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:45 To 11:15
21 0 0.00% 0.00% Recorder: AY
22 0 0.00% 0.00% Posted Speed: 55
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 49
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.46
31 0 0.00% 0.00% 50th Percentile: 50
32 0 0.00% 0.00% 85th Percentile: 55
33 0 0.00% 0.00% 97th Percentile: 59
34 0 0.00% 0.00% 10 Mile Pace: 45 to 54
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 64.66%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 0 0.00% 0.00%
39 1 0.86% 0.86%
40 2 1.72% 2.59%
41 3 2.59% 5.17%
42 11 9.48% 14.66%
43 4 3.45% 18.10%
44 2 1.72% 19.83%
45 6 5.17% 25.00%
46 6 5.17% 30.17%
47 7 6.03% 36.21%
48 8 6.90% 43.10%
49 5 4.31% 47.41%
50 11 9.48% 56.90%
51 7 6.03% 62.93%
52 12 10.34% 73.28%
53 5 4.31% 77.59%
54 8 6.90% 84.48%
55 2 1.72% 86.21%
56 5 4.31% 90.52%
57 4 3.45% 93.97%
58 3 2.59% 96.55%
59 4 3.45% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 116 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Lancaster Blvd
Location: East of 32nd Street west
Between: 30th Street West to 35th Street West Ref. # 25 Cumulative Date: 12/1/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 4:00 To 4:30
21 0 0.00% 0.00% Recorder: AY
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 39
29 0 0.00% 0.00% Standard Deviation: 3
30 0 0.00% 0.00% Standard error of the mean: 0.29
31 0 0.00% 0.00% 50th Percentile: 39
32 1 0.95% 0.95% 85th Percentile: 42
33 3 2.86% 3.81% 97th Percentile: 45
34 8 7.62% 11.43% 10 Mile Pace: 34 to 43
35 4 3.81% 15.24% % of Samples in 10-Mile Pace: 89.52%
36 11 10.48% 25.71% Comments:
37 11 10.48% 36.19%
38 10 9.52% 45.71%
39 18 17.14% 62.86%
40 9 8.57% 71.43%
41 8 7.62% 79.05%
42 7 6.67% 85.71%
43 8 7.62% 93.33%
44 1 0.95% 94.29%
45 4 3.81% 98.10%
46 1 0.95% 99.05%
47 1 0.95% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 105 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Lancaster Boulevard
Location: at Shadowcrest Drive
Between: 30th Street West to 25th Street West Ref. # 26 Cumulative Date: 10/20/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 9:30 To 10:10
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 49
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.4
31 0 0.00% 0.00% 50th Percentile: 49
32 0 0.00% 0.00% 85th Percentile: 54
33 0 0.00% 0.00% 97th Percentile: 59
34 0 0.00% 0.00% 10 Mile Pace: 45 to 54
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 80.00%
36 0 0.00% 0.00% Comments:
37 1 1.00% 1.00%
38 0 0.00% 1.00%
39 1 1.00% 2.00%
40 0 0.00% 2.00%
41 0 0.00% 2.00%
42 3 3.00% 5.00%
43 3 3.00% 8.00%
44 1 1.00% 9.00%
45 7 7.00% 16.00%
46 7 7.00% 23.00%
47 10 10.00% 33.00%
48 9 9.00% 42.00%
49 17 17.00% 59.00%
50 7 7.00% 66.00%
51 6 6.00% 72.00%
52 8 8.00% 80.00%
53 2 2.00% 82.00%
54 7 7.00% 89.00%
55 1 1.00% 90.00%
56 4 4.00% 94.00%
57 1 1.00% 95.00%
58 0 0.00% 95.00%
59 3 3.00% 98.00%
60 0 0.00% 98.00%
61 1 1.00% 99.00%
62 0 0.00% 99.00%
63 1 1.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 100 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Lancaster Boulevard
Location: e/o Trevor
Between: Yucca Ave to Division St Ref. # 31
Cumulative Date: 10/21/2021 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 1:20 To 2:20
21 0 0.00% 0.00% Recorder: AY
22 0 0.00% 0.00% Posted Speed: 30
23 1 1.47% 1.47% Remarks:
24 1 1.47% 2.94%
25 2 2.94% 5.88%
26 2 2.94% 8.82%
27 9 13.24% 22.06% DATA ANALYSIS:
28 11 16.18% 38.24% Mean Speed: 30
29 9 13.24% 51.47% Standard Deviation: 3
30 9 13.24% 64.71% Standard error of the mean: 0.36
31 8 11.76% 76.47% 50th Percentile: 29
32 2 2.94% 79.41% 85th Percentile: 33
33 5 7.35% 86.76% 97th Percentile: 37
34 3 4.41% 91.18% 10 Mile Pace: 25 to 34
35 1 1.47% 92.65% % of Samples in 10-Mile Pace: 88.24%
36 2 2.94% 95.59% Comments:
37 3 4.41% 100.00%
38 0 0.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 68 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
CITY OF PALMDALE - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Milling Avenue
Location: at Trevor
Between: Yucca Ave to Division St Ref. # 38
Cumulative Date: 10/20/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 12:40 To 1:40
21 0 0.00% 0.00% Recorder: AY
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 38
29 0 0.00% 0.00% Standard Deviation: 3
30 1 0.90% 0.90% Standard error of the mean: 0.28
31 0 0.00% 0.90% 50th Percentile: 38
32 2 1.80% 2.70% 85th Percentile: 42
33 5 4.50% 7.21% 97th Percentile: 45
34 7 6.31% 13.51% 10 Mile Pace: 33 to 42
35 7 6.31% 19.82% % of Samples in 10-Mile Pace: 89.19%
36 15 13.51% 33.33% Comments:
37 11 9.91% 43.24%
38 10 9.01% 52.25%
39 14 12.61% 64.86%
40 9 8.11% 72.97%
41 10 9.01% 81.98%
42 11 9.91% 91.89%
43 2 1.80% 93.69%
44 3 2.70% 96.40%
45 1 0.90% 97.30%
46 2 1.80% 99.10%
47 0 0.00% 99.10%
48 0 0.00% 99.10%
49 0 0.00% 99.10%
50 0 0.00% 99.10%
51 1 0.90% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 111 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
CITY OF PALMDALE - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue J
Location: at 55th Street W
Between: 60th Street West to 50th Street West Ref. # 40 Cumulative Date: 10/20/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 3:30 To 4:00
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 55
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 55
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.4
31 0 0.00% 0.00% 50th Percentile: 55
32 0 0.00% 0.00% 85th Percentile: 60
33 0 0.00% 0.00% 97th Percentile: 65
34 0 0.00% 0.00% 10 Mile Pace: 52 to 61
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 68.79%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 0 0.00% 0.00%
39 0 0.00% 0.00%
40 0 0.00% 0.00%
41 0 0.00% 0.00%
42 0 0.00% 0.00%
43 0 0.00% 0.00%
44 1 0.64% 0.64%
45 3 1.91% 2.55%
46 4 2.55% 5.10%
47 5 3.18% 8.28%
48 7 4.46% 12.74%
49 8 5.10% 17.83%
50 1 0.64% 18.47%
51 6 3.82% 22.29%
52 9 5.73% 28.03%
53 10 6.37% 34.39%
54 13 8.28% 42.68%
55 15 9.55% 52.23%
56 17 10.83% 63.06%
57 5 3.18% 66.24%
58 11 7.01% 73.25%
59 13 8.28% 81.53%
60 8 5.10% 86.62%
61 7 4.46% 91.08%
62 5 3.18% 94.27%
63 2 1.27% 95.54%
64 1 0.64% 96.18%
65 2 1.27% 97.45%
66 2 1.27% 98.73%
67 1 0.64% 99.36%
68 1 0.64% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 157 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue J
Location: at 45th Street W
Between: 50th Street West to 40th Street West Ref. # 41 Cumulative Date: 10/20/2021 Day: Wdnesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 4:05 To 4:35
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 51
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.32
31 0 0.00% 0.00% 50th Percentile: 50
32 0 0.00% 0.00% 85th Percentile: 56
33 0 0.00% 0.00% 97th Percentile: 59
34 0 0.00% 0.00% 10 Mile Pace: 47 to 56
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 74.21%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 0 0.00% 0.00%
39 0 0.00% 0.00%
40 1 0.63% 0.63%
41 0 0.00% 0.63%
42 2 1.26% 1.89%
43 5 3.14% 5.03%
44 6 3.77% 8.81%
45 4 2.52% 11.32%
46 7 4.40% 15.72%
47 9 5.66% 21.38%
48 13 8.18% 29.56%
49 16 10.06% 39.62%
50 19 11.95% 51.57%
51 15 9.43% 61.01%
52 11 6.92% 67.92%
53 9 5.66% 73.58%
54 10 6.29% 79.87%
55 8 5.03% 84.91%
56 8 5.03% 89.94%
57 5 3.14% 93.08%
58 4 2.52% 95.60%
59 3 1.89% 97.48%
60 1 0.63% 98.11%
61 1 0.63% 98.74%
62 1 0.63% 99.37%
63 1 0.63% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
72 0 0.00% 100.00%
Total: 159 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue J
Location: at Valley Center Way
Between: 25th Street West to 20th Street West Ref. # 44 Cumulative Date: 20-Oct Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:15 To 10:45
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 40
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.38
31 1 0.93% 0.93% 50th Percentile: 40
32 1 0.93% 1.85% 85th Percentile: 45
33 4 3.70% 5.56% 97th Percentile: 48
34 4 3.70% 9.26% 10 Mile Pace: 37 to 46
35 4 3.70% 12.96% % of Samples in 10-Mile Pace: 77.78%
36 4 3.70% 16.67% Comments:
37 11 10.19% 26.85%
38 7 6.48% 33.33%
39 11 10.19% 43.52%
40 11 10.19% 53.70%
41 10 9.26% 62.96%
42 8 7.41% 70.37%
43 7 6.48% 76.85%
44 6 5.56% 82.41%
45 8 7.41% 89.81%
46 5 4.63% 94.44%
47 2 1.85% 96.30%
48 2 1.85% 98.15%
49 0 0.00% 98.15%
50 0 0.00% 98.15%
51 1 0.93% 99.07%
52 1 0.93% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 108 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue J
Location: at 17th Street West
Between: 20th Street West to 15th Street West Ref. # 45 Cumulative Date: 10/20/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:50 To 11:20
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 41
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.3
31 0 0.00% 0.00% 50th Percentile: 41
32 1 0.56% 0.56% 85th Percentile: 45
33 1 0.56% 1.13% 97th Percentile: 50
34 0 0.00% 1.13% 10 Mile Pace: 36 to 45
35 3 1.69% 2.82% % of Samples in 10-Mile Pace: 84.18%
36 7 3.95% 6.78% Comments:
37 14 7.91% 14.69%
38 13 7.34% 22.03%
39 26 14.69% 36.72%
40 19 10.73% 47.46%
41 21 11.86% 59.32%
42 19 10.73% 70.06%
43 9 5.08% 75.14%
44 11 6.21% 81.36%
45 10 5.65% 87.01%
46 7 3.95% 90.96%
47 4 2.26% 93.22%
48 3 1.69% 94.92%
49 3 1.69% 96.61%
50 3 1.69% 98.31%
51 2 1.13% 99.44%
52 1 0.56% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 177 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue J
Location: at Loneoak Ave
Between: 15th Street West to 10th Street West Ref. # 46 Cumulative Date: 10/20/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 11:25 To 11:55
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 41
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.31
31 0 0.00% 0.00% 50th Percentile: 40
32 0 0.00% 0.00% 85th Percentile: 45
33 2 1.21% 1.21% 97th Percentile: 50
34 4 2.42% 3.64% 10 Mile Pace: 36 to 45
35 1 0.61% 4.24% % of Samples in 10-Mile Pace: 81.21%
36 23 13.94% 18.18% Comments:
37 14 8.48% 26.67%
38 18 10.91% 37.58%
39 18 10.91% 48.48%
40 11 6.67% 55.15%
41 9 5.45% 60.61%
42 19 11.52% 72.12%
43 7 4.24% 76.36%
44 8 4.85% 81.21%
45 7 4.24% 85.45%
46 11 6.67% 92.12%
47 5 3.03% 95.15%
48 2 1.21% 96.36%
49 1 0.61% 96.97%
50 1 0.61% 97.58%
51 1 0.61% 98.18%
52 1 0.61% 98.79%
53 0 0.00% 98.79%
54 1 0.61% 99.39%
55 0 0.00% 99.39%
56 1 0.61% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 165 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue J
Location: at 25th St E
Between: 20th Street East to 30th Street East Ref. # 53 Cumulative Date: 10/27/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:50 To 11:20
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 50
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.34
31 0 0.00% 0.00% 50th Percentile: 49
32 0 0.00% 0.00% 85th Percentile: 54
33 0 0.00% 0.00% 97th Percentile: 57
34 0 0.00% 0.00% 10 Mile Pace: 46 to 55
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 78.99%
36 0 0.00% 0.00% Comments:
37 1 0.72% 0.72%
38 0 0.00% 0.72%
39 1 0.72% 1.45%
40 1 0.72% 2.17%
41 1 0.72% 2.90%
42 3 2.17% 5.07%
43 1 0.72% 5.80%
44 4 2.90% 8.70%
45 6 4.35% 13.04%
46 14 10.14% 23.19%
47 7 5.07% 28.26%
48 7 5.07% 33.33%
49 23 16.67% 50.00%
50 6 4.35% 54.35%
51 8 5.80% 60.14%
52 14 10.14% 70.29%
53 11 7.97% 78.26%
54 10 7.25% 85.51%
55 9 6.52% 92.03%
56 6 4.35% 96.38%
57 1 0.72% 97.10%
58 2 1.45% 98.55%
59 0 0.00% 98.55%
60 0 0.00% 98.55%
61 1 0.72% 99.28%
62 0 0.00% 99.28%
63 0 0.00% 99.28%
64 0 0.00% 99.28%
65 0 0.00% 99.28%
66 0 0.00% 99.28%
67 1 0.72% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 138 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue J-8
Location: at 62nd St W
Between: 65th Street West to 57th Street West Ref. # 55 Cumulative Date: 10/28/2021 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:30 To 11:40
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 42
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.44
31 0 0.00% 0.00% 50th Percentile: 40
32 0 0.00% 0.00% 85th Percentile: 46
33 0 0.00% 0.00% 97th Percentile: 52
34 0 0.00% 0.00% 10 Mile Pace: 37 to 46
35 2 2.38% 2.38% % of Samples in 10-Mile Pace: 84.52%
36 0 0.00% 2.38% Comments:
37 5 5.95% 8.33%
38 11 13.10% 21.43%
39 13 15.48% 36.90%
40 12 14.29% 51.19%
41 7 8.33% 59.52%
42 5 5.95% 65.48%
43 6 7.14% 72.62%
44 5 5.95% 78.57%
45 2 2.38% 80.95%
46 5 5.95% 86.90%
47 1 1.19% 88.10%
48 2 2.38% 90.48%
49 1 1.19% 91.67%
50 2 2.38% 94.05%
51 1 1.19% 95.24%
52 3 3.57% 98.81%
53 0 0.00% 98.81%
54 0 0.00% 98.81%
55 1 1.19% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 84 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue J-8
Location: at 47th Street West
Between: 50th Street West to 45th Street West Ref. # 57 Cumulative Date: 10/20/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 2:50 To 3:25
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 50
29 0 0.00% 0.00% Standard Deviation: 6
30 0 0.00% 0.00% Standard error of the mean: 0.62
31 0 0.00% 0.00% 50th Percentile: 49
32 0 0.00% 0.00% 85th Percentile: 56
33 0 0.00% 0.00% 97th Percentile: 65
34 0 0.00% 0.00% 10 Mile Pace: 44 to 53
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 62.77%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 1 1.06% 1.06%
39 1 1.06% 2.13%
40 3 3.19% 5.32%
41 2 2.13% 7.45%
42 3 3.19% 10.64%
43 4 4.26% 14.89%
44 5 5.32% 20.21%
45 3 3.19% 23.40%
46 7 7.45% 30.85%
47 3 3.19% 34.04%
48 8 8.51% 42.55%
49 7 7.45% 50.00%
50 5 5.32% 55.32%
51 7 7.45% 62.77%
52 7 7.45% 70.21%
53 7 7.45% 77.66%
54 0 0.00% 77.66%
55 3 3.19% 80.85%
56 5 5.32% 86.17%
57 1 1.06% 87.23%
58 3 3.19% 90.43%
59 3 3.19% 93.62%
60 1 1.06% 94.68%
61 1 1.06% 95.74%
62 1 1.06% 96.81%
63 0 0.00% 96.81%
64 0 0.00% 96.81%
65 1 1.06% 97.87%
66 0 0.00% 97.87%
67 1 1.06% 98.94%
68 0 0.00% 98.94%
69 1 1.06% 100.00%
70 0 0.00% 100.00%
Total: 94 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 9Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue J-8
Location: 1000 ft eo 45th St W
Between: 45th Street West to 40th Street West Ref. # 58 Cumulative Date: 10/20/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 2:15 To 2:45
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 49
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.47
31 0 0.00% 0.00% 50th Percentile: 49
32 0 0.00% 0.00% 85th Percentile: 53
33 0 0.00% 0.00% 97th Percentile: 59
34 0 0.00% 0.00% 10 Mile Pace: 44 to 53
35 1 0.87% 0.87% % of Samples in 10-Mile Pace: 75.65%
36 0 0.00% 0.87% Comments:
37 0 0.00% 0.87%
38 0 0.00% 0.87%
39 1 0.87% 1.74%
40 1 0.87% 2.61%
41 1 0.87% 3.48%
42 5 4.35% 7.83%
43 2 1.74% 9.57%
44 2 1.74% 11.30%
45 7 6.09% 17.39%
46 8 6.96% 24.35%
47 11 9.57% 33.91%
48 12 10.43% 44.35%
49 12 10.43% 54.78%
50 10 8.70% 63.48%
51 9 7.83% 71.30%
52 9 7.83% 79.13%
53 7 6.09% 85.22%
54 2 1.74% 86.96%
55 0 0.00% 86.96%
56 3 2.61% 89.57%
57 5 4.35% 93.91%
58 2 1.74% 95.65%
59 3 2.61% 98.26%
60 0 0.00% 98.26%
61 0 0.00% 98.26%
62 0 0.00% 98.26%
63 1 0.87% 99.13%
64 0 0.00% 99.13%
65 0 0.00% 99.13%
66 0 0.00% 99.13%
67 0 0.00% 99.13%
68 0 0.00% 99.13%
69 0 0.00% 99.13%
71 1 0.87% 100.00%
Total: 115 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue J-8
Location: at 37th St W
Between: 40th Street West to 35th Street West Ref. # 59 Cumulative Date: 10/20/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 1:40 To 2:10
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 45
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.47
31 0 0.00% 0.00% 50th Percentile: 45
32 0 0.00% 0.00% 85th Percentile: 50
33 1 0.87% 0.87% 97th Percentile: 55
34 1 0.87% 1.74% 10 Mile Pace: 42 to 51
35 2 1.74% 3.48% % of Samples in 10-Mile Pace: 70.43%
36 0 0.00% 3.48% Comments:
37 0 0.00% 3.48%
38 6 5.22% 8.70%
39 6 5.22% 13.91%
40 6 5.22% 19.13%
41 3 2.61% 21.74%
42 9 7.83% 29.57%
43 12 10.43% 40.00%
44 4 3.48% 43.48%
45 11 9.57% 53.04%
46 12 10.43% 63.48%
47 7 6.09% 69.57%
48 6 5.22% 74.78%
49 10 8.70% 83.48%
50 6 5.22% 88.70%
51 4 3.48% 92.17%
52 1 0.87% 93.04%
53 1 0.87% 93.91%
54 1 0.87% 94.78%
55 3 2.61% 97.39%
56 1 0.87% 98.26%
57 0 0.00% 98.26%
58 0 0.00% 98.26%
59 1 0.87% 99.13%
60 0 0.00% 99.13%
61 0 0.00% 99.13%
62 0 0.00% 99.13%
63 1 0.87% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 115 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue J-8
Location: at 32nd St W
Between: 35th Street West to 30th Street West Ref. # 60 Cumulative Date: 10/20/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 12:40 To 1:20
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 45
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.46
31 0 0.00% 0.00% 50th Percentile: 45
32 0 0.00% 0.00% 85th Percentile: 50
33 0 0.00% 0.00% 97th Percentile: 54
34 1 0.85% 0.85% 10 Mile Pace: 40 to 49
35 0 0.00% 0.85% % of Samples in 10-Mile Pace: 75.42%
36 1 0.85% 1.69% Comments:
37 2 1.69% 3.39%
38 2 1.69% 5.08%
39 5 4.24% 9.32%
40 4 3.39% 12.71%
41 6 5.08% 17.80%
42 15 12.71% 30.51%
43 8 6.78% 37.29%
44 5 4.24% 41.53%
45 15 12.71% 54.24%
46 11 9.32% 63.56%
47 10 8.47% 72.03%
48 8 6.78% 78.81%
49 7 5.93% 84.75%
50 4 3.39% 88.14%
51 3 2.54% 90.68%
52 5 4.24% 94.92%
53 1 0.85% 95.76%
54 2 1.69% 97.46%
55 0 0.00% 97.46%
56 0 0.00% 97.46%
57 1 0.85% 98.31%
58 0 0.00% 98.31%
59 0 0.00% 98.31%
60 1 0.85% 99.15%
61 0 0.00% 99.15%
62 0 0.00% 99.15%
63 1 0.85% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 118 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue J-8
Location: 500 ft eo 25th St W
Between: 30th Street West to 20th Street West Ref. # 61 Cumulative Date: 10/20/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 12:05 To 12:35
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 45
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.31
31 0 0.00% 0.00% 50th Percentile: 45
32 0 0.00% 0.00% 85th Percentile: 50
33 0 0.00% 0.00% 97th Percentile: 53
34 1 0.61% 0.61% 10 Mile Pace: 42 to 51
35 1 0.61% 1.23% % of Samples in 10-Mile Pace: 75.46%
36 3 1.84% 3.07% Comments:
37 0 0.00% 3.07%
38 4 2.45% 5.52%
39 7 4.29% 9.82%
40 7 4.29% 14.11%
41 6 3.68% 17.79%
42 17 10.43% 28.22%
43 8 4.91% 33.13%
44 16 9.82% 42.94%
45 14 8.59% 51.53%
46 19 11.66% 63.19%
47 12 7.36% 70.55%
48 10 6.13% 76.69%
49 11 6.75% 83.44%
50 8 4.91% 88.34%
51 8 4.91% 93.25%
52 5 3.07% 96.32%
53 3 1.84% 98.16%
54 1 0.61% 98.77%
55 0 0.00% 98.77%
56 1 0.61% 99.39%
57 0 0.00% 99.39%
58 1 0.61% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 163 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue J-8
Location: E/o Palm Vista
Between: Challenger Way to 15th Street East Ref. # 66
Cumulative Date: 10/21/2021 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 9:00 To 9:30
21 0 0.00% 0.00% Recorder: AY
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 41
29 0 0.00% 0.00% Standard Deviation: 5
30 3 2.54% 2.54% Standard error of the mean: 0.46
31 4 3.39% 5.93% 50th Percentile: 42
32 4 3.39% 9.32% 85th Percentile: 47
33 3 2.54% 11.86% 97th Percentile: 49
34 2 1.69% 13.56% 10 Mile Pace: 37 to 46
35 3 2.54% 16.10% % of Samples in 10-Mile Pace: 64.41%
36 3 2.54% 18.64% Comments:
37 8 6.78% 25.42%
38 6 5.08% 30.51%
39 10 8.47% 38.98%
40 3 2.54% 41.53%
41 5 4.24% 45.76%
42 10 8.47% 54.24%
43 7 5.93% 60.17%
44 9 7.63% 67.80%
45 10 8.47% 76.27%
46 8 6.78% 83.05%
47 7 5.93% 88.98%
48 2 1.69% 90.68%
49 8 6.78% 97.46%
50 1 0.85% 98.31%
51 0 0.00% 98.31%
52 0 0.00% 98.31%
53 0 0.00% 98.31%
54 2 1.69% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 118 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue J-8
Location: at 17th St E
Between: 15th Street to 20th Street East Ref. # 67
Cumulative Date: 10/21/2021 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 2:30 To 3:00
21 0 0.00% 0.00% Recorder: AY
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 44
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.46
31 0 0.00% 0.00% 50th Percentile: 45
32 0 0.00% 0.00% 85th Percentile: 49
33 1 0.86% 0.86% 97th Percentile: 52
34 1 0.86% 1.72% 10 Mile Pace: 40 to 49
35 2 1.72% 3.45% % of Samples in 10-Mile Pace: 72.41%
36 2 1.72% 5.17% Comments:
37 5 4.31% 9.48%
38 4 3.45% 12.93%
39 5 4.31% 17.24%
40 7 6.03% 23.28%
41 6 5.17% 28.45%
42 11 9.48% 37.93%
43 4 3.45% 41.38%
44 5 4.31% 45.69%
45 8 6.90% 52.59%
46 13 11.21% 63.79%
47 12 10.34% 74.14%
48 7 6.03% 80.17%
49 11 9.48% 89.66%
50 4 3.45% 93.10%
51 3 2.59% 95.69%
52 3 2.59% 98.28%
53 2 1.72% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 116 100%
spd_form.xls
0%
20%
40%
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100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue K
Location: at 65th St W
Between: 70th Street West to 60th Street West Ref. # 72 Cumulative Date: 10/22/2021 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:00 To 10:30
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 55
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 55
29 0 0.00% 0.00% Standard Deviation: 6
30 0 0.00% 0.00% Standard error of the mean: 0.74
31 0 0.00% 0.00% 50th Percentile: 54
32 0 0.00% 0.00% 85th Percentile: 61
33 0 0.00% 0.00% 97th Percentile: 65
34 0 0.00% 0.00% 10 Mile Pace: 48 to 57
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 69.23%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 0 0.00% 0.00%
39 0 0.00% 0.00%
40 0 0.00% 0.00%
41 0 0.00% 0.00%
42 0 0.00% 0.00%
43 1 1.54% 1.54%
44 0 0.00% 1.54%
45 0 0.00% 1.54%
46 0 0.00% 1.54%
47 0 0.00% 1.54%
48 7 10.77% 12.31%
49 5 7.69% 20.00%
50 4 6.15% 26.15%
51 5 7.69% 33.85%
52 4 6.15% 40.00%
53 5 7.69% 47.69%
54 4 6.15% 53.85%
55 3 4.62% 58.46%
56 4 6.15% 64.62%
57 4 6.15% 70.77%
58 1 1.54% 72.31%
59 1 1.54% 73.85%
60 5 7.69% 81.54%
61 3 4.62% 86.15%
62 3 4.62% 90.77%
63 1 1.54% 92.31%
64 0 0.00% 92.31%
65 2 3.08% 95.38%
66 1 1.54% 96.92%
67 1 1.54% 98.46%
68 0 0.00% 98.46%
69 1 1.54% 100.00%
70 0 0.00% 100.00%
Total: 65 100%
spd_form.xls
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue K
Location: at 55th St W
Between: 60th Street West to 50th Street West Ref. # 73 Cumulative Date: 10/22/2021 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:35 To 11:05
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 55
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 55
29 0 0.00% 0.00% Standard Deviation: 6
30 0 0.00% 0.00% Standard error of the mean: 0.5
31 0 0.00% 0.00% 50th Percentile: 55
32 0 0.00% 0.00% 85th Percentile: 62
33 0 0.00% 0.00% 97th Percentile: 65
34 0 0.00% 0.00% 10 Mile Pace: 51 to 60
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 60.96%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 0 0.00% 0.00%
39 0 0.00% 0.00%
40 1 0.68% 0.68%
41 1 0.68% 1.37%
42 0 0.00% 1.37%
43 0 0.00% 1.37%
44 2 1.37% 2.74%
45 0 0.00% 2.74%
46 5 3.42% 6.16%
47 3 2.05% 8.22%
48 7 4.79% 13.01%
49 3 2.05% 15.07%
50 7 4.79% 19.86%
51 6 4.11% 23.97%
52 12 8.22% 32.19%
53 9 6.16% 38.36%
54 10 6.85% 45.21%
55 9 6.16% 51.37%
56 12 8.22% 59.59%
57 9 6.16% 65.75%
58 3 2.05% 67.81%
59 11 7.53% 75.34%
60 8 5.48% 80.82%
61 2 1.37% 82.19%
62 7 4.79% 86.99%
63 6 4.11% 91.10%
64 5 3.42% 94.52%
65 3 2.05% 96.58%
66 3 2.05% 98.63%
67 1 0.68% 99.32%
68 1 0.68% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 146 100%
spd_form.xls
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue K
Location: 500' w/o 45th St W
Between: 50th Street West to 45th Street West Ref. # 74 Cumulative Date: 10/22/2021 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 11:08 To 11:38
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 47
29 0 0.00% 0.00% Standard Deviation: 6
30 0 0.00% 0.00% Standard error of the mean: 0.54
31 0 0.00% 0.00% 50th Percentile: 45
32 0 0.00% 0.00% 85th Percentile: 53
33 0 0.00% 0.00% 97th Percentile: 59
34 0 0.00% 0.00% 10 Mile Pace: 40 to 49
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 66.67%
36 0 0.00% 0.00% Comments:
37 3 2.44% 2.44%
38 2 1.63% 4.07%
39 4 3.25% 7.32%
40 3 2.44% 9.76%
41 5 4.07% 13.82%
42 9 7.32% 21.14%
43 13 10.57% 31.71%
44 17 13.82% 45.53%
45 12 9.76% 55.28%
46 6 4.88% 60.16%
47 5 4.07% 64.23%
48 7 5.69% 69.92%
49 5 4.07% 73.98%
50 3 2.44% 76.42%
51 5 4.07% 80.49%
52 5 4.07% 84.55%
53 4 3.25% 87.80%
54 1 0.81% 88.62%
55 3 2.44% 91.06%
56 4 3.25% 94.31%
57 2 1.63% 95.93%
58 0 0.00% 95.93%
59 2 1.63% 97.56%
60 2 1.63% 99.19%
61 0 0.00% 99.19%
62 0 0.00% 99.19%
63 1 0.81% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 123 100%
spd_form.xls
0%
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40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue K
Location: at Westfield Estates
Between: 25th Street West to 20th Street West Ref. # 80 Cumulative Date: 10/22/2021 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 11:45 To 12:15
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 50
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.34
31 0 0.00% 0.00% 50th Percentile: 49
32 0 0.00% 0.00% 85th Percentile: 55
33 0 0.00% 0.00% 97th Percentile: 60
34 0 0.00% 0.00% 10 Mile Pace: 44 to 53
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 71.63%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 2 0.93% 0.93%
39 3 1.40% 2.33%
40 3 1.40% 3.72%
41 2 0.93% 4.65%
42 6 2.79% 7.44%
43 3 1.40% 8.84%
44 8 3.72% 12.56%
45 14 6.51% 19.07%
46 17 7.91% 26.98%
47 17 7.91% 34.88%
48 13 6.05% 40.93%
49 20 9.30% 50.23%
50 20 9.30% 59.53%
51 14 6.51% 66.05%
52 19 8.84% 74.88%
53 12 5.58% 80.47%
54 6 2.79% 83.26%
55 6 2.79% 86.05%
56 9 4.19% 90.23%
57 4 1.86% 92.09%
58 3 1.40% 93.49%
59 3 1.40% 94.88%
60 5 2.33% 97.21%
61 3 1.40% 98.60%
62 1 0.47% 99.07%
63 0 0.00% 99.07%
64 1 0.47% 99.53%
65 0 0.00% 99.53%
66 0 0.00% 99.53%
67 1 0.47% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 215 100%
spd_form.xls
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80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue K
Location: at Century 21 Parking lot
Between: 20th Street West to 17th Street West Ref. # 81 Cumulative Date: 10/22/2021 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 12:25 To 12:50
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 3 1.34% 1.34%
27 9 4.02% 5.36% DATA ANALYSIS:
28 11 4.91% 10.27% Mean Speed: 36
29 12 5.36% 15.63% Standard Deviation: 6
30 10 4.46% 20.09% Standard error of the mean: 0.4
31 8 3.57% 23.66% 50th Percentile: 36
32 12 5.36% 29.02% 85th Percentile: 43
33 14 6.25% 35.27% 97th Percentile: 49
34 10 4.46% 39.73% 10 Mile Pace: 32 to 41
35 10 4.46% 44.20% % of Samples in 10-Mile Pace: 56.25% 36 16 7.14% 51.34% Comments:
37 14 6.25% 57.59%
38 9 4.02% 61.61%
39 18 8.04% 69.64%
40 14 6.25% 75.89%
41 9 4.02% 79.91%
42 6 2.68% 82.59%
43 8 3.57% 86.16%
44 7 3.13% 89.29%
45 7 3.13% 92.41%
46 4 1.79% 94.20%
47 3 1.34% 95.54%
48 2 0.89% 96.43%
49 4 1.79% 98.21%
50 1 0.45% 98.66%
51 1 0.45% 99.11%
52 2 0.89% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 224 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue K
Location: 700' e/o 17th St W
Between: 17th Street West to 15th Street West Ref. # 82 Cumulative Date: 10/22/2021 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 1:00 To 1:30
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 5 2.43% 2.43%
26 21 10.19% 12.62%
27 11 5.34% 17.96% DATA ANALYSIS:
28 13 6.31% 24.27% Mean Speed: 34
29 9 4.37% 28.64% Standard Deviation: 6
30 4 1.94% 30.58% Standard error of the mean: 0.42
31 4 1.94% 32.52% 50th Percentile: 34
32 14 6.80% 39.32% 85th Percentile: 40
33 13 6.31% 45.63% 97th Percentile: 44
34 14 6.80% 52.43% 10 Mile Pace: 31 to 40
35 12 5.83% 58.25% % of Samples in 10-Mile Pace: 57.28% 36 21 10.19% 68.45% Comments:
37 11 5.34% 73.79%
38 11 5.34% 79.13%
39 11 5.34% 84.47%
40 7 3.40% 87.86%
41 4 1.94% 89.81%
42 8 3.88% 93.69%
43 4 1.94% 95.63%
44 3 1.46% 97.09%
45 2 0.97% 98.06%
46 2 0.97% 99.03%
47 0 0.00% 99.03%
48 1 0.49% 99.51%
49 0 0.00% 99.51%
50 0 0.00% 99.51%
51 0 0.00% 99.51%
52 0 0.00% 99.51%
53 0 0.00% 99.51%
54 1 0.49% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 206 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue K
Location: at 12th St W
Between: 15th Street West to 10th Street West Ref. # 83 Cumulative Date: 10/22/2021 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 1:35 To 2:00
21 8 5.76% 5.76% Recorder: DA
22 12 8.63% 14.39% Posted Speed: 35
23 7 5.04% 19.42% Remarks:
24 12 8.63% 28.06%
25 6 4.32% 32.37%
26 21 15.11% 47.48%
27 16 11.51% 58.99% DATA ANALYSIS:
28 9 6.47% 65.47% Mean Speed: 28
29 8 5.76% 71.22% Standard Deviation: 4
30 7 5.04% 76.26% Standard error of the mean: 0.34
31 6 4.32% 80.58% 50th Percentile: 27
32 6 4.32% 84.89% 85th Percentile: 33
33 5 3.60% 88.49% 97th Percentile: 36
34 3 2.16% 90.65% 10 Mile Pace: 21 to 30
35 4 2.88% 93.53% % of Samples in 10-Mile Pace: 76.26%
36 5 3.60% 97.12% Comments:
37 1 0.72% 97.84%
38 1 0.72% 98.56%
39 0 0.00% 98.56%
40 1 0.72% 99.28%
41 1 0.72% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 139 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue K
Location: at 25th E
Between: 20th Street East to 30th Street East Ref. # 91 Cumulative Date: 10/22/2021 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 2:10 To 2:35
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 51
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.41
31 0 0.00% 0.00% 50th Percentile: 50
32 0 0.00% 0.00% 85th Percentile: 56
33 0 0.00% 0.00% 97th Percentile: 61
34 0 0.00% 0.00% 10 Mile Pace: 46 to 55
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 71.14%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 0 0.00% 0.00%
39 0 0.00% 0.00%
40 0 0.00% 0.00%
41 0 0.00% 0.00%
42 2 1.34% 1.34%
43 3 2.01% 3.36%
44 6 4.03% 7.38%
45 7 4.70% 12.08%
46 10 6.71% 18.79%
47 11 7.38% 26.17%
48 10 6.71% 32.89%
49 13 8.72% 41.61%
50 13 8.72% 50.34%
51 12 8.05% 58.39%
52 11 7.38% 65.77%
53 10 6.71% 72.48%
54 7 4.70% 77.18%
55 9 6.04% 83.22%
56 5 3.36% 86.58%
57 6 4.03% 90.60%
58 4 2.68% 93.29%
59 3 2.01% 95.30%
60 2 1.34% 96.64%
61 2 1.34% 97.99%
62 2 1.34% 99.33%
63 1 0.67% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 149 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue K
Location: at 32nd St E
Between: 30th Street East to 35th Street East Ref. # 92 Cumulative Date: 10/22/2021 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 2:38 To 3:00
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 49
29 0 0.00% 0.00% Standard Deviation: 6
30 0 0.00% 0.00% Standard error of the mean: 0.47
31 0 0.00% 0.00% 50th Percentile: 48
32 0 0.00% 0.00% 85th Percentile: 54
33 0 0.00% 0.00% 97th Percentile: 64
34 0 0.00% 0.00% 10 Mile Pace: 45 to 54
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 67.68%
36 3 1.83% 1.83% Comments:
37 1 0.61% 2.44%
38 4 2.44% 4.88%
39 5 3.05% 7.93%
40 2 1.22% 9.15%
41 4 2.44% 11.59%
42 8 4.88% 16.46%
43 1 0.61% 17.07%
44 5 3.05% 20.12%
45 11 6.71% 26.83%
46 17 10.37% 37.20%
47 11 6.71% 43.90%
48 10 6.10% 50.00%
49 15 9.15% 59.15%
50 11 6.71% 65.85%
51 4 2.44% 68.29%
52 16 9.76% 78.05%
53 7 4.27% 82.32%
54 9 5.49% 87.80%
55 3 1.83% 89.63%
56 4 2.44% 92.07%
57 1 0.61% 92.68%
58 1 0.61% 93.29%
59 3 1.83% 95.12%
60 0 0.00% 95.12%
61 3 1.83% 96.95%
62 0 0.00% 96.95%
63 0 0.00% 96.95%
64 1 0.61% 97.56%
65 0 0.00% 97.56%
66 2 1.22% 98.78%
67 0 0.00% 98.78%
68 2 1.22% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 164 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue K
Location: at Devyn
Between: 35th Street East to 40th Street East Ref. # 93 Cumulative Date: 10/22/2021 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 3:05 To 3:30
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 50
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.36
31 0 0.00% 0.00% 50th Percentile: 49
32 0 0.00% 0.00% 85th Percentile: 55
33 0 0.00% 0.00% 97th Percentile: 61
34 0 0.00% 0.00% 10 Mile Pace: 45 to 54
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 71.28%
36 0 0.00% 0.00% Comments:
37 1 0.51% 0.51%
38 0 0.00% 0.51%
39 3 1.54% 2.05%
40 1 0.51% 2.56%
41 1 0.51% 3.08%
42 3 1.54% 4.62%
43 8 4.10% 8.72%
44 6 3.08% 11.79%
45 9 4.62% 16.41%
46 20 10.26% 26.67%
47 10 5.13% 31.79%
48 16 8.21% 40.00%
49 27 13.85% 53.85%
50 15 7.69% 61.54%
51 10 5.13% 66.67%
52 17 8.72% 75.38%
53 7 3.59% 78.97%
54 8 4.10% 83.08%
55 5 2.56% 85.64%
56 11 5.64% 91.28%
57 5 2.56% 93.85%
58 2 1.03% 94.87%
59 2 1.03% 95.90%
60 2 1.03% 96.92%
61 1 0.51% 97.44%
62 0 0.00% 97.44%
63 0 0.00% 97.44%
64 1 0.51% 97.95%
65 1 0.51% 98.46%
66 2 1.03% 99.49%
67 0 0.00% 99.49%
68 1 0.51% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 195 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Commerce Center Drive
Location: at Sol Plaza
Between: 12th Street West to 10th Street West Ref. # 94 Cumulative Date: 11/10/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:10 To 10:45
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 30
23 1 0.85% 0.85% Remarks:
24 1 0.85% 1.71%
25 1 0.85% 2.56%
26 11 9.40% 11.97%
27 7 5.98% 17.95% DATA ANALYSIS:
28 17 14.53% 32.48% Mean Speed: 31
29 14 11.97% 44.44% Standard Deviation: 4
30 15 12.82% 57.26% Standard error of the mean: 0.37
31 10 8.55% 65.81% 50th Percentile: 30
32 14 11.97% 77.78% 85th Percentile: 34
33 7 5.98% 83.76% 97th Percentile: 41
34 3 2.56% 86.32% 10 Mile Pace: 26 to 35
35 3 2.56% 88.89% % of Samples in 10-Mile Pace: 86.32%
36 4 3.42% 92.31% Comments:
37 2 1.71% 94.02%
38 1 0.85% 94.87%
39 0 0.00% 94.87%
40 2 1.71% 96.58%
41 1 0.85% 97.44%
42 1 0.85% 98.29%
43 0 0.00% 98.29%
44 0 0.00% 98.29%
45 1 0.85% 99.15%
46 0 0.00% 99.15%
47 0 0.00% 99.15%
48 0 0.00% 99.15%
49 0 0.00% 99.15%
50 0 0.00% 99.15%
51 1 0.85% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 117 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue K-4
Location: Midpoint btw10th W and Gadsden
Between: 10th Street West to Gadsden Ref. # 95
Cumulative Date: 10/27/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 1:50 To 2:40
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 35
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 1 0.93% 0.93% DATA ANALYSIS:
28 0 0.00% 0.93% Mean Speed: 36
29 3 2.78% 3.70% Standard Deviation: 4
30 2 1.85% 5.56% Standard error of the mean: 0.38
31 3 2.78% 8.33% 50th Percentile: 35
32 7 6.48% 14.81% 85th Percentile: 40
33 8 7.41% 22.22% 97th Percentile: 45
34 17 15.74% 37.96% 10 Mile Pace: 32 to 41
35 15 13.89% 51.85% % of Samples in 10-Mile Pace: 81.48% 36 13 12.04% 63.89% Comments:
37 9 8.33% 72.22%
38 5 4.63% 76.85%
39 5 4.63% 81.48%
40 5 4.63% 86.11%
41 4 3.70% 89.81%
42 4 3.70% 93.52%
43 1 0.93% 94.44%
44 2 1.85% 96.30%
45 1 0.93% 97.22%
46 2 1.85% 99.07%
47 1 0.93% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 108 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue K-4
Location: at Copland
Between: Division to 5th Street East Ref. # 96
Cumulative Date: 2/16/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:30 To 11:30
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 30
23 2 1.75% 1.75% Remarks:
24 3 2.63% 4.39%
25 6 5.26% 9.65%
26 4 3.51% 13.16%
27 8 7.02% 20.18% DATA ANALYSIS:
28 4 3.51% 23.68% Mean Speed: 31
29 9 7.89% 31.58% Standard Deviation: 4
30 11 9.65% 41.23% Standard error of the mean: 0.37
31 11 9.65% 50.88% 50th Percentile: 31
32 14 12.28% 63.16% 85th Percentile: 36
33 12 10.53% 73.68% 97th Percentile: 40
34 4 3.51% 77.19% 10 Mile Pace: 27 to 36
35 8 7.02% 84.21% % of Samples in 10-Mile Pace: 75.44%
36 5 4.39% 88.60% Comments:
37 3 2.63% 91.23%
38 2 1.75% 92.98%
39 3 2.63% 95.61%
40 3 2.63% 98.25%
41 2 1.75% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 114 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue K-6
Location: at 251 Avenue K-6
Between: Division to 5th Street East Ref. # 97
Cumulative Date: 10/27/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 1:00 To 1:35
21 0 0.00% 0.00% Recorder: EY
22 2 1.42% 1.42% Posted Speed: 30
23 0 0.00% 1.42% Remarks:
24 0 0.00% 1.42%
25 7 4.96% 6.38%
26 7 4.96% 11.35%
27 9 6.38% 17.73% DATA ANALYSIS:
28 11 7.80% 25.53% Mean Speed: 32
29 19 13.48% 39.01% Standard Deviation: 5
30 17 12.06% 51.06% Standard error of the mean: 0.42
31 8 5.67% 56.74% 50th Percentile: 30
32 11 7.80% 64.54% 85th Percentile: 37
33 9 6.38% 70.92% 97th Percentile: 42
34 10 7.09% 78.01% 10 Mile Pace: 25 to 34
35 3 2.13% 80.14% % of Samples in 10-Mile Pace: 76.60%
36 5 3.55% 83.69% Comments:
37 4 2.84% 86.52%
38 5 3.55% 90.07%
39 4 2.84% 92.91%
40 3 2.13% 95.04%
41 2 1.42% 96.45%
42 2 1.42% 97.87%
43 1 0.71% 98.58%
44 1 0.71% 99.29%
45 1 0.71% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 141 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue K-8
Location: 300 feet west of 60th Street West
Between: 62nd Street West to 60th Street West Ref. # 98 Cumulative Date: 12/15/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 9:30 To 10:45
21 0 0.00% 0.00% Recorder: AY
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 39
29 0 0.00% 0.00% Standard Deviation: 4
30 3 4.11% 4.11% Standard error of the mean: 0.47
31 1 1.37% 5.48% 50th Percentile: 39
32 1 1.37% 6.85% 85th Percentile: 43
33 1 1.37% 8.22% 97th Percentile: 45
34 2 2.74% 10.96% 10 Mile Pace: 34 to 43
35 4 5.48% 16.44% % of Samples in 10-Mile Pace: 82.19%
36 5 6.85% 23.29% Comments:
37 5 6.85% 30.14%
38 8 10.96% 41.10%
39 13 17.81% 58.90%
40 9 12.33% 71.23%
41 6 8.22% 79.45%
42 4 5.48% 84.93%
43 4 5.48% 90.41%
44 2 2.74% 93.15%
45 4 5.48% 98.63%
46 0 0.00% 98.63%
47 0 0.00% 98.63%
48 0 0.00% 98.63%
49 1 1.37% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 73 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue K-8
Location: at 33rd St W
Between: 35th Street West to 30th Street West Ref. # 99 Cumulative Date: 10/27/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 3:17 To 4:10
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 46
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.38
31 0 0.00% 0.00% 50th Percentile: 45
32 0 0.00% 0.00% 85th Percentile: 49
33 0 0.00% 0.00% 97th Percentile: 55
34 0 0.00% 0.00% 10 Mile Pace: 40 to 49
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 79.46%
36 1 0.89% 0.89% Comments:
37 0 0.00% 0.89%
38 3 2.68% 3.57%
39 3 2.68% 6.25%
40 5 4.46% 10.71%
41 3 2.68% 13.39%
42 9 8.04% 21.43%
43 9 8.04% 29.46%
44 13 11.61% 41.07%
45 13 11.61% 52.68%
46 13 11.61% 64.29%
47 9 8.04% 72.32%
48 8 7.14% 79.46%
49 7 6.25% 85.71%
50 1 0.89% 86.61%
51 2 1.79% 88.39%
52 4 3.57% 91.96%
53 3 2.68% 94.64%
54 2 1.79% 96.43%
55 2 1.79% 98.21%
56 0 0.00% 98.21%
57 1 0.89% 99.11%
58 1 0.89% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 112 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue K-8
Location: at Market Pl
Between: Division to 5th Street East Ref. # 103
Cumulative Date: 10/27/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 11:25 To 12:20
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 1 0.88% 0.88% Mean Speed: 43
29 1 0.88% 1.75% Standard Deviation: 6
30 0 0.00% 1.75% Standard error of the mean: 0.56
31 0 0.00% 1.75% 50th Percentile: 43
32 1 0.88% 2.63% 85th Percentile: 48
33 1 0.88% 3.51% 97th Percentile: 54
34 0 0.00% 3.51% 10 Mile Pace: 37 to 46
35 8 7.02% 10.53% % of Samples in 10-Mile Pace: 66.67%
36 0 0.00% 10.53% Comments:
37 6 5.26% 15.79%
38 11 9.65% 25.44%
39 6 5.26% 30.70%
40 3 2.63% 33.33%
41 8 7.02% 40.35%
42 10 8.77% 49.12%
43 9 7.89% 57.02%
44 4 3.51% 60.53%
45 10 8.77% 69.30%
46 9 7.89% 77.19%
47 6 5.26% 82.46%
48 5 4.39% 86.84%
49 2 1.75% 88.60%
50 6 5.26% 93.86%
51 0 0.00% 93.86%
52 1 0.88% 94.74%
53 1 0.88% 95.61%
54 2 1.75% 97.37%
55 2 1.75% 99.12%
56 0 0.00% 99.12%
57 0 0.00% 99.12%
58 0 0.00% 99.12%
59 0 0.00% 99.12%
60 1 0.88% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 114 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue K-8
Location: at 8th St E
Between: 5th Street East to Challenger Ref. # 104
Cumulative Date: 10/27/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 9:15 To 10:46
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 1 1.19% 1.19% Mean Speed: 40
29 0 0.00% 1.19% Standard Deviation: 5
30 1 1.19% 2.38% Standard error of the mean: 0.55
31 0 0.00% 2.38% 50th Percentile: 40
32 2 2.38% 4.76% 85th Percentile: 44
33 4 4.76% 9.52% 97th Percentile: 48
34 0 0.00% 9.52% 10 Mile Pace: 35 to 44
35 7 8.33% 17.86% % of Samples in 10-Mile Pace: 78.57%
36 4 4.76% 22.62% Comments:
37 4 4.76% 27.38%
38 5 5.95% 33.33%
39 12 14.29% 47.62%
40 7 8.33% 55.95%
41 7 8.33% 64.29%
42 10 11.90% 76.19%
43 5 5.95% 82.14%
44 5 5.95% 88.10%
45 3 3.57% 91.67%
46 2 2.38% 94.05%
47 1 1.19% 95.24%
48 2 2.38% 97.62%
49 0 0.00% 97.62%
50 0 0.00% 97.62%
51 0 0.00% 97.62%
52 0 0.00% 97.62%
53 0 0.00% 97.62%
54 2 2.38% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 84 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue L
Location: 500' w/o 22nd W
Between: 30th Street West to 20th Street West Ref. # 109 Cumulative Date: 10/22/2021 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 1:00 To 1:30
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 51
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.32
31 0 0.00% 0.00% 50th Percentile: 50
32 0 0.00% 0.00% 85th Percentile: 56
33 0 0.00% 0.00% 97th Percentile: 59
34 0 0.00% 0.00% 10 Mile Pace: 46 to 55
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 73.08%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 0 0.00% 0.00%
39 0 0.00% 0.00%
40 1 0.64% 0.64%
41 0 0.00% 0.64%
42 0 0.00% 0.64%
43 2 1.28% 1.92%
44 7 4.49% 6.41%
45 3 1.92% 8.33%
46 8 5.13% 13.46%
47 9 5.77% 19.23%
48 10 6.41% 25.64%
49 21 13.46% 39.10%
50 17 10.90% 50.00%
51 12 7.69% 57.69%
52 15 9.62% 67.31%
53 7 4.49% 71.79%
54 9 5.77% 77.56%
55 6 3.85% 81.41%
56 8 5.13% 86.54%
57 6 3.85% 90.38%
58 3 1.92% 92.31%
59 9 5.77% 98.08%
60 1 0.64% 98.72%
61 1 0.64% 99.36%
62 1 0.64% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 156 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue L
Location: at 17th St W
Between: 20th Street West to 15th Street West Ref. # 110 Cumulative Date: 10/22/2021 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 1:35 To 2:05
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 50
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.39
31 0 0.00% 0.00% 50th Percentile: 49
32 0 0.00% 0.00% 85th Percentile: 56
33 0 0.00% 0.00% 97th Percentile: 59
34 0 0.00% 0.00% 10 Mile Pace: 44 to 53
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 72.02%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 1 0.60% 0.60%
39 0 0.00% 0.60%
40 0 0.00% 0.60%
41 0 0.00% 0.60%
42 1 0.60% 1.19%
43 4 2.38% 3.57%
44 7 4.17% 7.74%
45 9 5.36% 13.10%
46 18 10.71% 23.81%
47 8 4.76% 28.57%
48 15 8.93% 37.50%
49 21 12.50% 50.00%
50 9 5.36% 55.36%
51 13 7.74% 63.10%
52 12 7.14% 70.24%
53 9 5.36% 75.60%
54 6 3.57% 79.17%
55 7 4.17% 83.33%
56 9 5.36% 88.69%
57 5 2.98% 91.67%
58 6 3.57% 95.24%
59 4 2.38% 97.62%
60 4 2.38% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 168 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue L
Location: w/o Ramp SR-14
Between: 15th Street West to 10th Street West Ref. # 111 Cumulative Date: 11/17/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 8:45/3:00 To 9:10/3:20
21 0 0.00% 0.00% Recorder: AY
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 45
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.35
31 0 0.00% 0.00% 50th Percentile: 45
32 0 0.00% 0.00% 85th Percentile: 49
33 0 0.00% 0.00% 97th Percentile: 52
34 0 0.00% 0.00% 10 Mile Pace: 41 to 50
35 1 0.76% 0.76% % of Samples in 10-Mile Pace: 81.06%
36 2 1.52% 2.27% Comments:
37 2 1.52% 3.79%
38 4 3.03% 6.82%
39 3 2.27% 9.09%
40 5 3.79% 12.88%
41 9 6.82% 19.70%
42 13 9.85% 29.55%
43 10 7.58% 37.12%
44 13 9.85% 46.97%
45 7 5.30% 52.27%
46 12 9.09% 61.36%
47 13 9.85% 71.21%
48 12 9.09% 80.30%
49 11 8.33% 88.64%
50 7 5.30% 93.94%
51 2 1.52% 95.45%
52 5 3.79% 99.24%
53 0 0.00% 99.24%
54 0 0.00% 99.24%
55 0 0.00% 99.24%
56 0 0.00% 99.24%
57 1 0.76% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 132 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue L
Location: e/o 6th St W
Between: 10th Street West to Sierra Highway Ref. # 112
Cumulative Date: 10/22/2021 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 2:10 To 2:40
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 55
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 55
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.39
31 0 0.00% 0.00% 50th Percentile: 55
32 0 0.00% 0.00% 85th Percentile: 60
33 0 0.00% 0.00% 97th Percentile: 65
34 0 0.00% 0.00% 10 Mile Pace: 49 to 58
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 67.68%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 0 0.00% 0.00%
39 0 0.00% 0.00%
40 0 0.00% 0.00%
41 0 0.00% 0.00%
42 0 0.00% 0.00%
43 2 1.22% 1.22%
44 0 0.00% 1.22%
45 2 1.22% 2.44%
46 8 4.88% 7.32%
47 2 1.22% 8.54%
48 3 1.83% 10.37%
49 11 6.71% 17.07%
50 6 3.66% 20.73%
51 9 5.49% 26.22%
52 17 10.37% 36.59%
53 10 6.10% 42.68%
54 11 6.71% 49.39%
55 14 8.54% 57.93%
56 15 9.15% 67.07%
57 7 4.27% 71.34%
58 11 6.71% 78.05%
59 7 4.27% 82.32%
60 6 3.66% 85.98%
61 4 2.44% 88.41%
62 6 3.66% 92.07%
63 4 2.44% 94.51%
64 4 2.44% 96.95%
65 1 0.61% 97.56%
66 2 1.22% 98.78%
67 1 0.61% 99.39%
68 1 0.61% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 164 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue L
Location: at 5th St E, Business Pkwy
Between: Sierra Highway to Challenger Ref. # 113
Cumulative Date: 10/22/2021 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 3:35 To 4:05
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 55
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 53
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.35
31 0 0.00% 0.00% 50th Percentile: 53
32 0 0.00% 0.00% 85th Percentile: 57
33 0 0.00% 0.00% 97th Percentile: 64
34 0 0.00% 0.00% 10 Mile Pace: 48 to 57
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 82.09%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 0 0.00% 0.00%
39 0 0.00% 0.00%
40 0 0.00% 0.00%
41 0 0.00% 0.00%
42 0 0.00% 0.00%
43 2 1.49% 1.49%
44 0 0.00% 1.49%
45 1 0.75% 2.24%
46 1 0.75% 2.99%
47 4 2.99% 5.97%
48 7 5.22% 11.19%
49 8 5.97% 17.16%
50 12 8.96% 26.12%
51 9 6.72% 32.84%
52 11 8.21% 41.04%
53 13 9.70% 50.75%
54 15 11.19% 61.94%
55 10 7.46% 69.40%
56 18 13.43% 82.84%
57 7 5.22% 88.06%
58 3 2.24% 90.30%
59 6 4.48% 94.78%
60 1 0.75% 95.52%
61 1 0.75% 96.27%
62 0 0.00% 96.27%
63 0 0.00% 96.27%
64 2 1.49% 97.76%
65 0 0.00% 97.76%
66 2 1.49% 99.25%
67 0 0.00% 99.25%
68 1 0.75% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 134 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue L
Location: at Soccer Center
Between: 30th Street East to 35th Street East Ref. # 114 Cumulative Date: 10/22/2021 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 2:50 To 3:30
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 55
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 52
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.48
31 0 0.00% 0.00% 50th Percentile: 51
32 0 0.00% 0.00% 85th Percentile: 56
33 0 0.00% 0.00% 97th Percentile: 61
34 0 0.00% 0.00% 10 Mile Pace: 47 to 56
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 76.64%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 0 0.00% 0.00%
39 0 0.00% 0.00%
40 0 0.00% 0.00%
41 0 0.00% 0.00%
42 1 0.93% 0.93%
43 4 3.74% 4.67%
44 4 3.74% 8.41%
45 1 0.93% 9.35%
46 0 0.00% 9.35%
47 8 7.48% 16.82%
48 6 5.61% 22.43%
49 12 11.21% 33.64%
50 10 9.35% 42.99%
51 9 8.41% 51.40%
52 8 7.48% 58.88%
53 12 11.21% 70.09%
54 4 3.74% 73.83%
55 7 6.54% 80.37%
56 6 5.61% 85.98%
57 3 2.80% 88.79%
58 1 0.93% 89.72%
59 4 3.74% 93.46%
60 1 0.93% 94.39%
61 3 2.80% 97.20%
62 0 0.00% 97.20%
63 2 1.87% 99.07%
64 1 0.93% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 107 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue L-8
Location: at Round Hill Dr
Between: 75th Street West to 70th Street West Ref. # 115 Cumulative Date: 10/22/2021 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 11:45 To 12:48
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 44
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.39
31 0 0.00% 0.00% 50th Percentile: 43
32 0 0.00% 0.00% 85th Percentile: 48
33 0 0.00% 0.00% 97th Percentile: 52
34 0 0.00% 0.00% 10 Mile Pace: 38 to 47
35 1 0.96% 0.96% % of Samples in 10-Mile Pace: 74.04%
36 1 0.96% 1.92% Comments:
37 5 4.81% 6.73%
38 6 5.77% 12.50%
39 10 9.62% 22.12%
40 7 6.73% 28.85%
41 9 8.65% 37.50%
42 7 6.73% 44.23%
43 7 6.73% 50.96%
44 4 3.85% 54.81%
45 6 5.77% 60.58%
46 10 9.62% 70.19%
47 11 10.58% 80.77%
48 6 5.77% 86.54%
49 6 5.77% 92.31%
50 1 0.96% 93.27%
51 1 0.96% 94.23%
52 3 2.88% 97.12%
53 1 0.96% 98.08%
54 0 0.00% 98.08%
55 2 1.92% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 104 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue L-8
Location: at Maytern Ave
Between: 67th Street West to 60th Street West Ref. # 116 Cumulative Date: 10/22/2021 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:40 To 11:40
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 47
29 0 0.00% 0.00% Standard Deviation: 6
30 0 0.00% 0.00% Standard error of the mean: 0.58
31 0 0.00% 0.00% 50th Percentile: 46
32 0 0.00% 0.00% 85th Percentile: 54
33 0 0.00% 0.00% 97th Percentile: 59
34 0 0.00% 0.00% 10 Mile Pace: 43 to 52
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 60.19%
36 0 0.00% 0.00% Comments:
37 2 1.85% 1.85%
38 2 1.85% 3.70%
39 8 7.41% 11.11%
40 3 2.78% 13.89%
41 3 2.78% 16.67%
42 3 2.78% 19.44%
43 12 11.11% 30.56%
44 9 8.33% 38.89%
45 5 4.63% 43.52%
46 7 6.48% 50.00%
47 3 2.78% 52.78%
48 3 2.78% 55.56%
49 11 10.19% 65.74%
50 3 2.78% 68.52%
51 7 6.48% 75.00%
52 5 4.63% 79.63%
53 4 3.70% 83.33%
54 6 5.56% 88.89%
55 2 1.85% 90.74%
56 3 2.78% 93.52%
57 1 0.93% 94.44%
58 1 0.93% 95.37%
59 3 2.78% 98.15%
60 1 0.93% 99.07%
61 1 0.93% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 108 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue L-8
Location: 300 e/o 37th St W
Between: 40th Street West to 35th Street West Ref. # 118 Cumulative Date: 10/22/2021 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:03 To 10;35
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 49
29 0 0.00% 0.00% Standard Deviation: 6
30 0 0.00% 0.00% Standard error of the mean: 0.56
31 0 0.00% 0.00% 50th Percentile: 49
32 0 0.00% 0.00% 85th Percentile: 56
33 0 0.00% 0.00% 97th Percentile: 64
34 0 0.00% 0.00% 10 Mile Pace: 42 to 51
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 69.57%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 0 0.00% 0.00%
39 2 1.74% 1.74%
40 0 0.00% 1.74%
41 4 3.48% 5.22%
42 5 4.35% 9.57%
43 4 3.48% 13.04%
44 3 2.61% 15.65%
45 6 5.22% 20.87%
46 4 3.48% 24.35%
47 18 15.65% 40.00%
48 11 9.57% 49.57%
49 11 9.57% 59.13%
50 11 9.57% 68.70%
51 7 6.09% 74.78%
52 3 2.61% 77.39%
53 5 4.35% 81.74%
54 1 0.87% 82.61%
55 2 1.74% 84.35%
56 3 2.61% 86.96%
57 3 2.61% 89.57%
58 4 3.48% 93.04%
59 3 2.61% 95.65%
60 0 0.00% 95.65%
61 0 0.00% 95.65%
62 1 0.87% 96.52%
63 0 0.00% 96.52%
64 2 1.74% 98.26%
65 0 0.00% 98.26%
66 0 0.00% 98.26%
67 1 0.87% 99.13%
68 0 0.00% 99.13%
69 0 0.00% 99.13%
70 1 0.87% 100.00%
Total: 115 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue L-8
Location: at 32nd St W
Between: 35th Street West to 30th Street West Ref. # 119 Cumulative Date: 10/22/2021 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 9:25 To 10:00
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 45
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.51
31 0 0.00% 0.00% 50th Percentile: 46
32 0 0.00% 0.00% 85th Percentile: 50
33 0 0.00% 0.00% 97th Percentile: 56
34 0 0.00% 0.00% 10 Mile Pace: 42 to 51
35 2 2.04% 2.04% % of Samples in 10-Mile Pace: 69.39%
36 1 1.02% 3.06% Comments:
37 3 3.06% 6.12%
38 3 3.06% 9.18%
39 6 6.12% 15.31%
40 4 4.08% 19.39%
41 2 2.04% 21.43%
42 5 5.10% 26.53%
43 5 5.10% 31.63%
44 8 8.16% 39.80%
45 9 9.18% 48.98%
46 12 12.24% 61.22%
47 6 6.12% 67.35%
48 8 8.16% 75.51%
49 4 4.08% 79.59%
50 6 6.12% 85.71%
51 5 5.10% 90.82%
52 2 2.04% 92.86%
53 1 1.02% 93.88%
54 0 0.00% 93.88%
55 3 3.06% 96.94%
56 1 1.02% 97.96%
57 0 0.00% 97.96%
58 2 2.04% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 98 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue L-8
Location: 400 feet east of 28th Street West
Between: 30th Street West to 26th Street West Ref. # 120 Cumulative Date: 12/15/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 3:10 To 4:10
21 0 0.00% 0.00% Recorder: AY
22 0 0.00% 0.00% Posted Speed: 35
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 4 16.67% 16.67% DATA ANALYSIS:
28 1 4.17% 20.83% Mean Speed: 33
29 3 12.50% 33.33% Standard Deviation: 5
30 2 8.33% 41.67% Standard error of the mean: 1.02
31 1 4.17% 45.83% 50th Percentile: 32
32 2 8.33% 54.17% 85th Percentile: 40
33 2 8.33% 62.50% 97th Percentile: 44
34 0 0.00% 62.50% 10 Mile Pace: 26 to 35
35 2 8.33% 70.83% % of Samples in 10-Mile Pace: 70.83%
36 0 0.00% 70.83% Comments:
37 2 8.33% 79.17%
38 0 0.00% 79.17%
39 1 4.17% 83.33%
40 1 4.17% 87.50%
41 0 0.00% 87.50%
42 0 0.00% 87.50%
43 2 8.33% 95.83%
44 1 4.17% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 24 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 0.5
1 1.5
2 2.5
3 3.5
4 4.5Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue L-8
Location: 500 e/o10th St West
Between: 10th Street West to 6th Street West Ref. # 121 Cumulative Date: 10/27 & 11/17/21 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 2:45 /3:30 To 3:10 /4:00
21 0 0.00% 0.00% Recorder: EY/AY
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 1 1.03% 1.03%
26 1 1.03% 2.06%
27 6 6.19% 8.25% DATA ANALYSIS:
28 1 1.03% 9.28% Mean Speed: 37
29 6 6.19% 15.46% Standard Deviation: 6
30 0 0.00% 15.46% Standard error of the mean: 0.61
31 2 2.06% 17.53% 50th Percentile: 36
32 5 5.15% 22.68% 85th Percentile: 42
33 9 9.28% 31.96% 97th Percentile: 50
34 2 2.06% 34.02% 10 Mile Pace: 32 to 41
35 9 9.28% 43.30% % of Samples in 10-Mile Pace: 67.01%
36 7 7.22% 50.52% Comments:
37 3 3.09% 53.61%
38 10 10.31% 63.92%
39 7 7.22% 71.13%
40 5 5.15% 76.29%
41 8 8.25% 84.54%
42 5 5.15% 89.69%
43 3 3.09% 92.78%
44 0 0.00% 92.78%
45 1 1.03% 93.81%
46 0 0.00% 93.81%
47 1 1.03% 94.85%
48 1 1.03% 95.88%
49 1 1.03% 96.91%
50 1 1.03% 97.94%
51 0 0.00% 97.94%
52 0 0.00% 97.94%
53 0 0.00% 97.94%
54 2 2.06% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 97 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue M
Location: at 1611 Ave M
Between: 20th Street West to 15th Street West Ref. # 125 Cumulative Date: 10/28/2021 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 3:53 To 4:25
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 55
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 55
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.37
31 0 0.00% 0.00% 50th Percentile: 54
32 0 0.00% 0.00% 85th Percentile: 58
33 0 0.00% 0.00% 97th Percentile: 63
34 0 0.00% 0.00% 10 Mile Pace: 50 to 59
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 82.61%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 0 0.00% 0.00%
39 0 0.00% 0.00%
40 0 0.00% 0.00%
41 0 0.00% 0.00%
42 0 0.00% 0.00%
43 1 0.87% 0.87%
44 0 0.00% 0.87%
45 2 1.74% 2.61%
46 2 1.74% 4.35%
47 1 0.87% 5.22%
48 2 1.74% 6.96%
49 2 1.74% 8.70%
50 5 4.35% 13.04%
51 3 2.61% 15.65%
52 8 6.96% 22.61%
53 16 13.91% 36.52%
54 18 15.65% 52.17%
55 19 16.52% 68.70%
56 10 8.70% 77.39%
57 5 4.35% 81.74%
58 6 5.22% 86.96%
59 5 4.35% 91.30%
60 1 0.87% 92.17%
61 3 2.61% 94.78%
62 1 0.87% 95.65%
63 2 1.74% 97.39%
64 0 0.00% 97.39%
65 1 0.87% 98.26%
66 0 0.00% 98.26%
67 0 0.00% 98.26%
68 1 0.87% 99.13%
69 0 0.00% 99.13%
70 1 0.87% 100.00%
Total: 115 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue M
Location: 1000' w/o SR 14
Between: 15th Street West to 10th Street West Ref. # 126 Cumulative Date: 11/10/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 11:30 To 12:00
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 55
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 54
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.31
31 0 0.00% 0.00% 50th Percentile: 54
32 0 0.00% 0.00% 85th Percentile: 58
33 0 0.00% 0.00% 97th Percentile: 62
34 0 0.00% 0.00% 10 Mile Pace: 50 to 59
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 76.07%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 2 1.23% 1.23%
39 0 0.00% 1.23%
40 0 0.00% 1.23%
41 0 0.00% 1.23%
42 1 0.61% 1.84%
43 0 0.00% 1.84%
44 0 0.00% 1.84%
45 2 1.23% 3.07%
46 3 1.84% 4.91%
47 6 3.68% 8.59%
48 5 3.07% 11.66%
49 7 4.29% 15.95%
50 6 3.68% 19.63%
51 8 4.91% 24.54%
52 18 11.04% 35.58%
53 12 7.36% 42.94%
54 23 14.11% 57.06%
55 14 8.59% 65.64%
56 20 12.27% 77.91%
57 8 4.91% 82.82%
58 7 4.29% 87.12%
59 8 4.91% 92.02%
60 2 1.23% 93.25%
61 6 3.68% 96.93%
62 1 0.61% 97.55%
63 3 1.84% 99.39%
64 0 0.00% 99.39%
65 0 0.00% 99.39%
66 1 0.61% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 163 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue M-8
Location: At 42nd Street West
Between: 40th Street West to 45th Street West Ref. # 129 Cumulative Date: 10/28 &12/15/21 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 1:50/8:20 To 2:50/9:30
21 0 0.00% 0.00% Recorder: EY/AY
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 42
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.59
31 0 0.00% 0.00% 50th Percentile: 42
32 1 1.37% 1.37% 85th Percentile: 48
33 2 2.74% 4.11% 97th Percentile: 51
34 1 1.37% 5.48% 10 Mile Pace: 36 to 45
35 2 2.74% 8.22% % of Samples in 10-Mile Pace: 72.60%
36 2 2.74% 10.96% Comments:
37 2 2.74% 13.70%
38 3 4.11% 17.81%
39 5 6.85% 24.66%
40 6 8.22% 32.88%
41 9 12.33% 45.21%
42 10 13.70% 58.90%
43 5 6.85% 65.75%
44 5 6.85% 72.60%
45 6 8.22% 80.82%
46 2 2.74% 83.56%
47 1 1.37% 84.93%
48 2 2.74% 87.67%
49 3 4.11% 91.78%
50 2 2.74% 94.52%
51 2 2.74% 97.26%
52 2 2.74% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 73 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Avenue M-8
Location: At 38th Street West
Between: 35th Street West to 40th Street West Ref. # 130 Cumulative Date: 1/5 & 1/18/22 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:45/7:40 To 11:45/8:20
21 0 0.00% 0.00% Recorder: EY/AY
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 42
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.58
31 0 0.00% 0.00% 50th Percentile: 41
32 0 0.00% 0.00% 85th Percentile: 47
33 2 2.70% 2.70% 97th Percentile: 53
34 3 4.05% 6.76% 10 Mile Pace: 36 to 45
35 4 5.41% 12.16% % of Samples in 10-Mile Pace: 63.51%
36 3 4.05% 16.22% Comments:
37 4 5.41% 21.62%
38 7 9.46% 31.08%
39 2 2.70% 33.78%
40 5 6.76% 40.54%
41 7 9.46% 50.00%
42 5 6.76% 56.76%
43 4 5.41% 62.16%
44 4 5.41% 67.57%
45 6 8.11% 75.68%
46 3 4.05% 79.73%
47 4 5.41% 85.14%
48 1 1.35% 86.49%
49 1 1.35% 87.84%
50 3 4.05% 91.89%
51 0 0.00% 91.89%
52 3 4.05% 95.95%
53 1 1.35% 97.30%
54 0 0.00% 97.30%
55 2 2.70% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 74 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 65th Street West
Location: 500 feet south of Avenue J
Between: Avenue J to Avenue J-8 Ref. # 132
Cumulative Date: 1/5 & 1/18/22 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 3:10/9:15 To 4:10/10:00
21 0 0.00% 0.00% Recorder: EY/AY
22 0 0.00% 0.00% Posted Speed: 55
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 44
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.61
31 0 0.00% 0.00% 50th Percentile: 45
32 0 0.00% 0.00% 85th Percentile: 49
33 0 0.00% 0.00% 97th Percentile: 53
34 0 0.00% 0.00% 10 Mile Pace: 39 to 48
35 1 1.47% 1.47% % of Samples in 10-Mile Pace: 67.65%
36 1 1.47% 2.94% Comments:
37 2 2.94% 5.88%
38 3 4.41% 10.29%
39 8 11.76% 22.06%
40 3 4.41% 26.47%
41 2 2.94% 29.41%
42 6 8.82% 38.24%
43 4 5.88% 44.12%
44 3 4.41% 48.53%
45 6 8.82% 57.35%
46 4 5.88% 63.24%
47 5 7.35% 70.59%
48 5 7.35% 77.94%
49 7 10.29% 88.24%
50 1 1.47% 89.71%
51 1 1.47% 91.18%
52 3 4.41% 95.59%
53 1 1.47% 97.06%
54 1 1.47% 98.53%
55 0 0.00% 98.53%
56 0 0.00% 98.53%
57 0 0.00% 98.53%
58 1 1.47% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 68 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 9Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 65th Street West
Location: 500 feet south of Avenue J-8
Between: Avenue J-8 to Avenue J-12 Ref. # 133
Cumulative Date: 1/5/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 2:00/4:15 To 2:40/4:45
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 39
29 0 0.00% 0.00% Standard Deviation: 6
30 0 0.00% 0.00% Standard error of the mean: 1.9
31 1 10.00% 10.00% 50th Percentile: 38
32 0 0.00% 10.00% 85th Percentile: 43
33 1 10.00% 20.00% 97th Percentile: 51
34 1 10.00% 30.00% 10 Mile Pace: 30 to 39
35 0 0.00% 30.00% % of Samples in 10-Mile Pace: 70.00%
36 0 0.00% 30.00% Comments:
37 0 0.00% 30.00%
38 3 30.00% 60.00%
39 1 10.00% 70.00%
40 0 0.00% 70.00%
41 0 0.00% 70.00%
42 1 10.00% 80.00%
43 1 10.00% 90.00%
44 0 0.00% 90.00%
45 0 0.00% 90.00%
46 0 0.00% 90.00%
47 0 0.00% 90.00%
48 0 0.00% 90.00%
49 0 0.00% 90.00%
50 0 0.00% 90.00%
51 1 10.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 10 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 0.5
1 1.5
2 2.5
3 3.5Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 65th Street West
Location: At Avenue L-4
Between: Avenue L to Avenue L-8 Ref. # 134
Cumulative Date: 1/5/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 12:55 To 1:55
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 42
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.61
31 1 1.49% 1.49% 50th Percentile: 41
32 1 1.49% 2.99% 85th Percentile: 46
33 1 1.49% 4.48% 97th Percentile: 53
34 3 4.48% 8.96% 10 Mile Pace: 37 to 46
35 2 2.99% 11.94% % of Samples in 10-Mile Pace: 71.64%
36 1 1.49% 13.43% Comments:
37 3 4.48% 17.91%
38 5 7.46% 25.37%
39 10 14.93% 40.30%
40 5 7.46% 47.76%
41 2 2.99% 50.75%
42 6 8.96% 59.70%
43 7 10.45% 70.15%
44 3 4.48% 74.63%
45 5 7.46% 82.09%
46 2 2.99% 85.07%
47 0 0.00% 85.07%
48 3 4.48% 89.55%
49 3 4.48% 94.03%
50 0 0.00% 94.03%
51 0 0.00% 94.03%
52 1 1.49% 95.52%
53 1 1.49% 97.01%
54 1 1.49% 98.51%
55 0 0.00% 98.51%
56 1 1.49% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 67 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 60th Street West
Location: 1000' s/o State Prison
Between: Avenue I to Avenue J Ref. # 135
Cumulative Date: 10/28/2021 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 11:45 To 12:20
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 55
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 55
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.52
31 0 0.00% 0.00% 50th Percentile: 54
32 0 0.00% 0.00% 85th Percentile: 60
33 0 0.00% 0.00% 97th Percentile: 64
34 0 0.00% 0.00% 10 Mile Pace: 52 to 61
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 73.91%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 0 0.00% 0.00%
39 0 0.00% 0.00%
40 0 0.00% 0.00%
41 0 0.00% 0.00%
42 0 0.00% 0.00%
43 0 0.00% 0.00%
44 0 0.00% 0.00%
45 0 0.00% 0.00%
46 3 3.26% 3.26%
47 3 3.26% 6.52%
48 2 2.17% 8.70%
49 4 4.35% 13.04%
50 5 5.43% 18.48%
51 2 2.17% 20.65%
52 7 7.61% 28.26%
53 9 9.78% 38.04%
54 13 14.13% 52.17%
55 3 3.26% 55.43%
56 9 9.78% 65.22%
57 4 4.35% 69.57%
58 7 7.61% 77.17%
59 7 7.61% 84.78%
60 5 5.43% 90.22%
61 4 4.35% 94.57%
62 1 1.09% 95.65%
63 1 1.09% 96.74%
64 1 1.09% 97.83%
65 0 0.00% 97.83%
66 0 0.00% 97.83%
67 0 0.00% 97.83%
68 0 0.00% 97.83%
69 2 2.17% 100.00%
70 0 0.00% 100.00%
Total: 92 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 45th Street West
Location: at Ave J-4
Between: Avenue J to Avenue J-8 Ref. # 143
Cumulative Date: 10/28/2021 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 12:25 To 1:05
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 45
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.41
31 0 0.00% 0.00% 50th Percentile: 45
32 0 0.00% 0.00% 85th Percentile: 49
33 0 0.00% 0.00% 97th Percentile: 53
34 0 0.00% 0.00% 10 Mile Pace: 40 to 49
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 80.85%
36 1 1.06% 1.06% Comments:
37 1 1.06% 2.13%
38 2 2.13% 4.26%
39 2 2.13% 6.38%
40 6 6.38% 12.77%
41 4 4.26% 17.02%
42 9 9.57% 26.60%
43 8 8.51% 35.11%
44 12 12.77% 47.87%
45 8 8.51% 56.38%
46 9 9.57% 65.96%
47 6 6.38% 72.34%
48 7 7.45% 79.79%
49 7 7.45% 87.23%
50 3 3.19% 90.43%
51 1 1.06% 91.49%
52 4 4.26% 95.74%
53 3 3.19% 98.94%
54 1 1.06% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 94 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 45th Street West
Location: at Ave J-10
Between: Avenue J-8 to Avenue K Ref. # 144
Cumulative Date: 10/28/2021 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 1:08 To 1:40
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 44
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.47
31 0 0.00% 0.00% 50th Percentile: 43
32 1 0.88% 0.88% 85th Percentile: 48
33 1 0.88% 1.77% 97th Percentile: 55
34 0 0.00% 1.77% 10 Mile Pace: 38 to 47
35 3 2.65% 4.42% % of Samples in 10-Mile Pace: 71.68%
36 3 2.65% 7.08% Comments:
37 4 3.54% 10.62%
38 6 5.31% 15.93%
39 5 4.42% 20.35%
40 9 7.96% 28.32%
41 2 1.77% 30.09%
42 10 8.85% 38.94%
43 14 12.39% 51.33%
44 8 7.08% 58.41%
45 11 9.73% 68.14%
46 11 9.73% 77.88%
47 5 4.42% 82.30%
48 4 3.54% 85.84%
49 5 4.42% 90.27%
50 0 0.00% 90.27%
51 1 0.88% 91.15%
52 3 2.65% 93.81%
53 1 0.88% 94.69%
54 2 1.77% 96.46%
55 1 0.88% 97.35%
56 2 1.77% 99.12%
57 0 0.00% 99.12%
58 0 0.00% 99.12%
59 0 0.00% 99.12%
60 0 0.00% 99.12%
61 1 0.88% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 113 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 40th Street West
Location: North of Derby
Between: Avenue M-8 to Avenue N Ref. # 147
Cumulative Date: 1/5 & 1/18/22 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 11:47 /8:25 To 12:47/9:00
21 0 0.00% 0.00% Recorder: EY/AY
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 43
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.48
31 0 0.00% 0.00% 50th Percentile: 42
32 1 1.43% 1.43% 85th Percentile: 47
33 0 0.00% 1.43% 97th Percentile: 52
34 0 0.00% 1.43% 10 Mile Pace: 38 to 47
35 0 0.00% 1.43% % of Samples in 10-Mile Pace: 84.29%
36 0 0.00% 1.43% Comments:
37 3 4.29% 5.71%
38 2 2.86% 8.57%
39 3 4.29% 12.86%
40 10 14.29% 27.14%
41 12 17.14% 44.29%
42 10 14.29% 58.57%
43 7 10.00% 68.57%
44 5 7.14% 75.71%
45 6 8.57% 84.29%
46 0 0.00% 84.29%
47 4 5.71% 90.00%
48 1 1.43% 91.43%
49 0 0.00% 91.43%
50 1 1.43% 92.86%
51 2 2.86% 95.71%
52 1 1.43% 97.14%
53 0 0.00% 97.14%
54 1 1.43% 98.57%
55 1 1.43% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 70 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 35th Street West
Location: At Kildare
Between: Lancaster Blvd to North End Ref. # 149
Cumulative Date: 1/5/2022 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 4:45 To 5:50
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 35
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 2 13.33% 13.33%
27 1 6.67% 20.00% DATA ANALYSIS:
28 0 0.00% 20.00% Mean Speed: 31
29 1 6.67% 26.67% Standard Deviation: 3
30 0 0.00% 26.67% Standard error of the mean: 0.77
31 4 26.67% 53.33% 50th Percentile: 31
32 2 13.33% 66.67% 85th Percentile: 35
33 1 6.67% 73.33% 97th Percentile: 36
34 1 6.67% 80.00% 10 Mile Pace: 26 to 35
35 2 13.33% 93.33% % of Samples in 10-Mile Pace: 93.33% 36 1 6.67% 100.00% Comments:
37 0 0.00% 100.00%
38 0 0.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 15 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 0.5
1 1.5
2 2.5
3 3.5
4 4.5Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 35th Street West
Location: 1200' S/o Lancaster Blvd
Between: Lancaster Blvd to Avenue J Ref. # 150
Cumulative Date: 11/10/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 1:10 To 2:00
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 41
29 0 0.00% 0.00% Standard Deviation: 5
30 1 0.92% 0.92% Standard error of the mean: 0.48
31 0 0.00% 0.92% 50th Percentile: 40
32 0 0.00% 0.92% 85th Percentile: 44
33 0 0.00% 0.92% 97th Percentile: 53
34 2 1.83% 2.75% 10 Mile Pace: 35 to 44
35 4 3.67% 6.42% % of Samples in 10-Mile Pace: 82.57%
36 5 4.59% 11.01% Comments:
37 9 8.26% 19.27%
38 11 10.09% 29.36%
39 13 11.93% 41.28%
40 11 10.09% 51.38%
41 9 8.26% 59.63%
42 9 8.26% 67.89%
43 13 11.93% 79.82%
44 6 5.50% 85.32%
45 4 3.67% 88.99%
46 5 4.59% 93.58%
47 0 0.00% 93.58%
48 1 0.92% 94.50%
49 2 1.83% 96.33%
50 0 0.00% 96.33%
51 0 0.00% 96.33%
52 0 0.00% 96.33%
53 1 0.92% 97.25%
54 0 0.00% 97.25%
55 0 0.00% 97.25%
56 1 0.92% 98.17%
57 0 0.00% 98.17%
58 0 0.00% 98.17%
59 0 0.00% 98.17%
60 0 0.00% 98.17%
61 2 1.83% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 109 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 35th Street West
Location: at Ave J-4
Between: Avenue J to Avenue J-12 Ref. # 151
Cumulative Date: 11/10/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 1:10 To 2:00
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 41
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.47
31 0 0.00% 0.00% 50th Percentile: 40
32 0 0.00% 0.00% 85th Percentile: 47
33 2 1.74% 1.74% 97th Percentile: 50
34 4 3.48% 5.22% 10 Mile Pace: 35 to 44
35 4 3.48% 8.70% % of Samples in 10-Mile Pace: 69.57%
36 9 7.83% 16.52% Comments:
37 8 6.96% 23.48%
38 7 6.09% 29.57%
39 12 10.43% 40.00%
40 12 10.43% 50.43%
41 6 5.22% 55.65%
42 9 7.83% 63.48%
43 8 6.96% 70.43%
44 5 4.35% 74.78%
45 4 3.48% 78.26%
46 7 6.09% 84.35%
47 2 1.74% 86.09%
48 7 6.09% 92.17%
49 5 4.35% 96.52%
50 1 0.87% 97.39%
51 1 0.87% 98.26%
52 1 0.87% 99.13%
53 1 0.87% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 115 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 35th Street West
Location: at Ave K-10
Between: Avenue K-8 to Avenue L Ref. # 153
Cumulative Date: 10/28/2021 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 3:15 To 3:45
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 45
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.4
31 0 0.00% 0.00% 50th Percentile: 45
32 0 0.00% 0.00% 85th Percentile: 50
33 1 0.99% 0.99% 97th Percentile: 54
34 0 0.00% 0.99% 10 Mile Pace: 42 to 51
35 0 0.00% 0.99% % of Samples in 10-Mile Pace: 73.27%
36 1 0.99% 1.98% Comments:
37 1 0.99% 2.97%
38 3 2.97% 5.94%
39 4 3.96% 9.90%
40 3 2.97% 12.87%
41 4 3.96% 16.83%
42 9 8.91% 25.74%
43 8 7.92% 33.66%
44 9 8.91% 42.57%
45 10 9.90% 52.48%
46 9 8.91% 61.39%
47 7 6.93% 68.32%
48 8 7.92% 76.24%
49 5 4.95% 81.19%
50 4 3.96% 85.15%
51 5 4.95% 90.10%
52 4 3.96% 94.06%
53 1 0.99% 95.05%
54 2 1.98% 97.03%
55 3 2.97% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 101 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 35th Street West
Location: at Ave L-4
Between: Avenue L to Avenue L-8 Ref. # 154
Cumulative Date: 10/28/2021 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 2:35 To 3:10
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 41
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.5
31 1 0.98% 0.98% 50th Percentile: 40
32 1 0.98% 1.96% 85th Percentile: 48
33 2 1.96% 3.92% 97th Percentile: 52
34 3 2.94% 6.86% 10 Mile Pace: 36 to 45
35 4 3.92% 10.78% % of Samples in 10-Mile Pace: 68.63%
36 5 4.90% 15.69% Comments:
37 6 5.88% 21.57%
38 10 9.80% 31.37%
39 13 12.75% 44.12%
40 9 8.82% 52.94%
41 3 2.94% 55.88%
42 7 6.86% 62.75%
43 4 3.92% 66.67%
44 7 6.86% 73.53%
45 6 5.88% 79.41%
46 2 1.96% 81.37%
47 3 2.94% 84.31%
48 3 2.94% 87.25%
49 5 4.90% 92.16%
50 1 0.98% 93.14%
51 3 2.94% 96.08%
52 3 2.94% 99.02%
53 1 0.98% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 102 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 35th Street West
Location: at Ave L-12
Between: Avenue L-8 to Avenue M Ref. # 155
Cumulative Date: 10/28/2021 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 1:50 To 2:30
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 44
29 0 0.00% 0.00% Standard Deviation: 6
30 0 0.00% 0.00% Standard error of the mean: 0.56
31 1 0.88% 0.88% 50th Percentile: 44
32 1 0.88% 1.77% 85th Percentile: 51
33 0 0.00% 1.77% 97th Percentile: 55
34 0 0.00% 1.77% 10 Mile Pace: 37 to 46
35 0 0.00% 1.77% % of Samples in 10-Mile Pace: 61.06%
36 4 3.54% 5.31% Comments:
37 7 6.19% 11.50%
38 5 4.42% 15.93%
39 7 6.19% 22.12%
40 7 6.19% 28.32%
41 7 6.19% 34.51%
42 8 7.08% 41.59%
43 7 6.19% 47.79%
44 6 5.31% 53.10%
45 8 7.08% 60.18%
46 7 6.19% 66.37%
47 5 4.42% 70.80%
48 5 4.42% 75.22%
49 4 3.54% 78.76%
50 6 5.31% 84.07%
51 6 5.31% 89.38%
52 3 2.65% 92.04%
53 4 3.54% 95.58%
54 1 0.88% 96.46%
55 2 1.77% 98.23%
56 2 1.77% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 113 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 9Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 30th Street West
Location: at Midpoint
Between: Avenue G to Avenue G-8 Ref. # 156
Cumulative Date: 11/2/2021 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:05 To 11:05
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 55
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 54
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.57
31 0 0.00% 0.00% 50th Percentile: 54
32 0 0.00% 0.00% 85th Percentile: 59
33 0 0.00% 0.00% 97th Percentile: 63
34 0 0.00% 0.00% 10 Mile Pace: 50 to 59
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 71.43%
36 1 1.30% 1.30% Comments:
37 0 0.00% 1.30%
38 0 0.00% 1.30%
39 1 1.30% 2.60%
40 0 0.00% 2.60%
41 1 1.30% 3.90%
42 0 0.00% 3.90%
43 1 1.30% 5.19%
44 1 1.30% 6.49%
45 0 0.00% 6.49%
46 1 1.30% 7.79%
47 2 2.60% 10.39%
48 2 2.60% 12.99%
49 4 5.19% 18.18%
50 2 2.60% 20.78%
51 4 5.19% 25.97%
52 6 7.79% 33.77%
53 6 7.79% 41.56%
54 8 10.39% 51.95%
55 10 12.99% 64.94%
56 6 7.79% 72.73%
57 4 5.19% 77.92%
58 4 5.19% 83.12%
59 5 6.49% 89.61%
60 2 2.60% 92.21%
61 1 1.30% 93.51%
62 1 1.30% 94.81%
63 2 2.60% 97.40%
64 1 1.30% 98.70%
65 1 1.30% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 77 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 30th Street West
Location: 1000 feet n/o Avenue H
Between: Avenue G-8 to Avenue H Ref. # 157
Cumulative Date: 1/18/2022 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:10/1:10 To 10:40/1:45
21 0 0.00% 0.00% Recorder: AY
22 0 0.00% 0.00% Posted Speed: 55
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 52
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.55
31 0 0.00% 0.00% 50th Percentile: 52
32 0 0.00% 0.00% 85th Percentile: 58
33 0 0.00% 0.00% 97th Percentile: 60
34 0 0.00% 0.00% 10 Mile Pace: 51 to 60
35 1 1.22% 1.22% % of Samples in 10-Mile Pace: 65.85%
36 0 0.00% 1.22% Comments:
37 0 0.00% 1.22%
38 1 1.22% 2.44%
39 0 0.00% 2.44%
40 0 0.00% 2.44%
41 2 2.44% 4.88%
42 1 1.22% 6.10%
43 1 1.22% 7.32%
44 1 1.22% 8.54%
45 1 1.22% 9.76%
46 5 6.10% 15.85%
47 8 9.76% 25.61%
48 0 0.00% 25.61%
49 4 4.88% 30.49%
50 3 3.66% 34.15%
51 3 3.66% 37.80%
52 14 17.07% 54.88%
53 4 4.88% 59.76%
54 6 7.32% 67.07%
55 4 4.88% 71.95%
56 6 7.32% 79.27%
57 2 2.44% 81.71%
58 5 6.10% 87.80%
59 6 7.32% 95.12%
60 4 4.88% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 82 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 27th Street West
Location: at Double Play Way
Between: Avenue I to Lancaster Blvd Ref. # 166
Cumulative Date: 11/10/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 3:20 To 4:40
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 45
29 0 0.00% 0.00% Standard Deviation: 5
30 1 1.41% 1.41% Standard error of the mean: 0.59
31 0 0.00% 1.41% 50th Percentile: 45
32 1 1.41% 2.82% 85th Percentile: 51
33 0 0.00% 2.82% 97th Percentile: 54
34 0 0.00% 2.82% 10 Mile Pace: 39 to 48
35 0 0.00% 2.82% % of Samples in 10-Mile Pace: 73.24%
36 0 0.00% 2.82% Comments:
37 0 0.00% 2.82%
38 2 2.82% 5.63%
39 4 5.63% 11.27%
40 4 5.63% 16.90%
41 2 2.82% 19.72%
42 10 14.08% 33.80%
43 6 8.45% 42.25%
44 5 7.04% 49.30%
45 6 8.45% 57.75%
46 6 8.45% 66.20%
47 2 2.82% 69.01%
48 7 9.86% 78.87%
49 1 1.41% 80.28%
50 2 2.82% 83.10%
51 5 7.04% 90.14%
52 3 4.23% 94.37%
53 1 1.41% 95.77%
54 1 1.41% 97.18%
55 0 0.00% 97.18%
56 1 1.41% 98.59%
57 0 0.00% 98.59%
58 0 0.00% 98.59%
59 1 1.41% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 71 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 23rd Street West
Location: 1500 s/o Ave H-2
Between: Avenue H-2 to Avenue I Ref. # 174
Cumulative Date: 11/10/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 2:10 To 3:15
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 44
29 0 0.00% 0.00% Standard Deviation: 6
30 0 0.00% 0.00% Standard error of the mean: 0.6
31 0 0.00% 0.00% 50th Percentile: 43
32 3 2.97% 2.97% 85th Percentile: 50
33 0 0.00% 2.97% 97th Percentile: 56
34 1 0.99% 3.96% 10 Mile Pace: 36 to 45
35 2 1.98% 5.94% % of Samples in 10-Mile Pace: 59.41%
36 5 4.95% 10.89% Comments:
37 6 5.94% 16.83%
38 7 6.93% 23.76%
39 6 5.94% 29.70%
40 5 4.95% 34.65%
41 3 2.97% 37.62%
42 7 6.93% 44.55%
43 8 7.92% 52.48%
44 8 7.92% 60.40%
45 5 4.95% 65.35%
46 3 2.97% 68.32%
47 7 6.93% 75.25%
48 4 3.96% 79.21%
49 5 4.95% 84.16%
50 2 1.98% 86.14%
51 2 1.98% 88.12%
52 5 4.95% 93.07%
53 1 0.99% 94.06%
54 0 0.00% 94.06%
55 1 0.99% 95.05%
56 2 1.98% 97.03%
57 1 0.99% 98.02%
58 1 0.99% 99.01%
59 0 0.00% 99.01%
60 1 0.99% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 101 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 9Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 20th Street West
Location: at Ave L-8
Between: Avenue L to Avenue M Ref. # 181
Cumulative Date: 10/22/2021 Day: Friday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 8:45 To 9:15
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 51
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.46
31 0 0.00% 0.00% 50th Percentile: 50
32 0 0.00% 0.00% 85th Percentile: 57
33 0 0.00% 0.00% 97th Percentile: 59
34 0 0.00% 0.00% 10 Mile Pace: 45 to 54
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 66.67%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 0 0.00% 0.00%
39 0 0.00% 0.00%
40 0 0.00% 0.00%
41 0 0.00% 0.00%
42 3 2.56% 2.56%
43 6 5.13% 7.69%
44 4 3.42% 11.11%
45 5 4.27% 15.38%
46 8 6.84% 22.22%
47 10 8.55% 30.77%
48 9 7.69% 38.46%
49 9 7.69% 46.15%
50 8 6.84% 52.99%
51 7 5.98% 58.97%
52 9 7.69% 66.67%
53 6 5.13% 71.79%
54 7 5.98% 77.78%
55 3 2.56% 80.34%
56 5 4.27% 84.62%
57 6 5.13% 89.74%
58 5 4.27% 94.02%
59 5 4.27% 98.29%
60 2 1.71% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 117 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 17th Street West
Location: at Holiday Inn Express
Between: Avenue J-12 to Avenue K Ref. # 182
Cumulative Date: 11/2/2021 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 1:37 To 2:10
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 35
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 1 0.93% 0.93% Mean Speed: 36
29 0 0.00% 0.93% Standard Deviation: 3
30 3 2.78% 3.70% Standard error of the mean: 0.29
31 6 5.56% 9.26% 50th Percentile: 36
32 4 3.70% 12.96% 85th Percentile: 39
33 11 10.19% 23.15% 97th Percentile: 43
34 15 13.89% 37.04% 10 Mile Pace: 31 to 40
35 12 11.11% 48.15% % of Samples in 10-Mile Pace: 87.04% 36 13 12.04% 60.19% Comments:
37 9 8.33% 68.52%
38 13 12.04% 80.56%
39 7 6.48% 87.04%
40 4 3.70% 90.74%
41 2 1.85% 92.59%
42 2 1.85% 94.44%
43 3 2.78% 97.22%
44 2 1.85% 99.07%
45 0 0.00% 99.07%
46 1 0.93% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 108 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 17th Street West
Location: at Sunset Ridge
Between: Avenue K to Avenue K-8 Ref. # 183
Cumulative Date: 11/2/2021 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 2:13 To 3:05
21 0 0.00% 0.00% Recorder: EY
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 1 0.92% 0.92% Mean Speed: 38
29 0 0.00% 0.92% Standard Deviation: 4
30 2 1.83% 2.75% Standard error of the mean: 0.38
31 0 0.00% 2.75% 50th Percentile: 38
32 4 3.67% 6.42% 85th Percentile: 42
33 6 5.50% 11.93% 97th Percentile: 46
34 9 8.26% 20.18% 10 Mile Pace: 32 to 41
35 2 1.83% 22.02% % of Samples in 10-Mile Pace: 80.73%
36 16 14.68% 36.70% Comments:
37 10 9.17% 45.87%
38 11 10.09% 55.96%
39 11 10.09% 66.06%
40 10 9.17% 75.23%
41 9 8.26% 83.49%
42 3 2.75% 86.24%
43 3 2.75% 88.99%
44 4 3.67% 92.66%
45 2 1.83% 94.50%
46 5 4.59% 99.08%
47 1 0.92% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 109 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 13th Street West
Location: 300' s/o Ave K
Between: Avenue K to 12th Street West Ref. # 192
Cumulative Date: 11/2/2021 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
20 1 0.89% 0.89% Hours: 3:10 To 3:45
21 0 0.00% 0.89% Recorder: EY
22 0 0.00% 0.89% Posted Speed: 30
23 1 0.89% 1.79% Remarks:
24 2 1.79% 3.57%
25 6 5.36% 8.93%
26 4 3.57% 12.50%
27 3 2.68% 15.18% DATA ANALYSIS:
28 10 8.93% 24.11% Mean Speed: 31
29 15 13.39% 37.50% Standard Deviation: 4
30 16 14.29% 51.79% Standard error of the mean: 0.38
31 9 8.04% 59.82% 50th Percentile: 30
32 10 8.93% 68.75% 85th Percentile: 35
33 9 8.04% 76.79% 97th Percentile: 40
34 8 7.14% 83.93% 10 Mile Pace: 25 to 34
35 4 3.57% 87.50% % of Samples in 10-Mile Pace: 80.36%
36 4 3.57% 91.07% Comments:
37 2 1.79% 92.86%
38 2 1.79% 94.64%
39 1 0.89% 95.54%
40 2 1.79% 97.32%
41 0 0.00% 97.32%
42 3 2.68% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 112 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 12th Street West
Location: 450' s/o Ave K
Between: Avenue K to Commerce Center Ref. # 193
Cumulative Date: 11/10/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:48 To 11:20
21 0 0.00% 0.00% Recorder: EY
22 1 0.72% 0.72% Posted Speed: 30
23 0 0.00% 0.72% Remarks:
24 3 2.17% 2.90%
25 4 2.90% 5.80%
26 10 7.25% 13.04%
27 9 6.52% 19.57% DATA ANALYSIS:
28 13 9.42% 28.99% Mean Speed: 30
29 16 11.59% 40.58% Standard Deviation: 3
30 23 16.67% 57.25% Standard error of the mean: 0.26
31 16 11.59% 68.84% 50th Percentile: 30
32 14 10.14% 78.99% 85th Percentile: 33
33 12 8.70% 87.68% 97th Percentile: 35
34 8 5.80% 93.48% 10 Mile Pace: 26 to 35
35 5 3.62% 97.10% % of Samples in 10-Mile Pace: 91.30%
36 4 2.90% 100.00% Comments:
37 0 0.00% 100.00%
38 0 0.00% 100.00%
39 0 0.00% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 138 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 10th Street West
Location: at Ave H-4
Between: Avenue H to Avenue H-8 Ref. # 194
Cumulative Date: 10/21/2021 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:08 To 10:39
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 48
29 0 0.00% 0.00% Standard Deviation: 6
30 0 0.00% 0.00% Standard error of the mean: 0.57
31 0 0.00% 0.00% 50th Percentile: 49
32 0 0.00% 0.00% 85th Percentile: 54
33 0 0.00% 0.00% 97th Percentile: 60
34 1 0.92% 0.92% 10 Mile Pace: 43 to 52
35 0 0.00% 0.92% % of Samples in 10-Mile Pace: 59.63%
36 5 4.59% 5.50% Comments:
37 2 1.83% 7.34%
38 0 0.00% 7.34%
39 3 2.75% 10.09%
40 2 1.83% 11.93%
41 5 4.59% 16.51%
42 6 5.50% 22.02%
43 3 2.75% 24.77%
44 2 1.83% 26.61%
45 5 4.59% 31.19%
46 5 4.59% 35.78%
47 6 5.50% 41.28%
48 5 4.59% 45.87%
49 11 10.09% 55.96%
50 12 11.01% 66.97%
51 5 4.59% 71.56%
52 11 10.09% 81.65%
53 3 2.75% 84.40%
54 2 1.83% 86.24%
55 2 1.83% 88.07%
56 4 3.67% 91.74%
57 1 0.92% 92.66%
58 1 0.92% 93.58%
59 2 1.83% 95.41%
60 3 2.75% 98.17%
61 2 1.83% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 109 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 10th Street West
Location: at Ave H-14
Between: Avenue H-8 to Avenue I Ref. # 195
Cumulative Date: 10/21/2021 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:43 To 11:09
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 44
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.42
31 0 0.00% 0.00% 50th Percentile: 43
32 0 0.00% 0.00% 85th Percentile: 49
33 0 0.00% 0.00% 97th Percentile: 55
34 0 0.00% 0.00% 10 Mile Pace: 37 to 46
35 6 4.32% 4.32% % of Samples in 10-Mile Pace: 65.47%
36 9 6.47% 10.79% Comments:
37 5 3.60% 14.39%
38 4 2.88% 17.27%
39 16 11.51% 28.78%
40 4 2.88% 31.65%
41 3 2.16% 33.81%
42 15 10.79% 44.60%
43 8 5.76% 50.36%
44 11 7.91% 58.27%
45 10 7.19% 65.47%
46 15 10.79% 76.26%
47 5 3.60% 79.86%
48 4 2.88% 82.73%
49 5 3.60% 86.33%
50 3 2.16% 88.49%
51 5 3.60% 92.09%
52 2 1.44% 93.53%
53 2 1.44% 94.96%
54 1 0.72% 95.68%
55 3 2.16% 97.84%
56 0 0.00% 97.84%
57 3 2.16% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 139 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 10th Street West
Location: at Jackman
Between: Avenue I to Lancaster Blvd Ref. # 196
Cumulative Date: 10/21/2021 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 11:30 To 12:00
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 40
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.34
31 0 0.00% 0.00% 50th Percentile: 40
32 0 0.00% 0.00% 85th Percentile: 45
33 0 0.00% 0.00% 97th Percentile: 48
34 0 0.00% 0.00% 10 Mile Pace: 35 to 44
35 9 6.47% 6.47% % of Samples in 10-Mile Pace: 80.58%
36 19 13.67% 20.14% Comments:
37 10 7.19% 27.34%
38 11 7.91% 35.25%
39 19 13.67% 48.92%
40 12 8.63% 57.55%
41 4 2.88% 60.43%
42 13 9.35% 69.78%
43 8 5.76% 75.54%
44 7 5.04% 80.58%
45 7 5.04% 85.61%
46 8 5.76% 91.37%
47 7 5.04% 96.40%
48 2 1.44% 97.84%
49 2 1.44% 99.28%
50 1 0.72% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 139 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 10th Street West
Location: at Newgrove
Between: Lancaster Blvd to Avenue J Ref. # 197
Cumulative Date: 10/21/2021 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 12:10 To 12:40
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 41
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.28
31 0 0.00% 0.00% 50th Percentile: 40
32 0 0.00% 0.00% 85th Percentile: 46
33 0 0.00% 0.00% 97th Percentile: 50
34 0 0.00% 0.00% 10 Mile Pace: 35 to 44
35 9 4.29% 4.29% % of Samples in 10-Mile Pace: 81.43%
36 10 4.76% 9.05% Comments:
37 16 7.62% 16.67%
38 16 7.62% 24.29%
39 32 15.24% 39.52%
40 26 12.38% 51.90%
41 19 9.05% 60.95%
42 24 11.43% 72.38%
43 9 4.29% 76.67%
44 10 4.76% 81.43%
45 3 1.43% 82.86%
46 14 6.67% 89.52%
47 3 1.43% 90.95%
48 4 1.90% 92.86%
49 4 1.90% 94.76%
50 5 2.38% 97.14%
51 1 0.48% 97.62%
52 5 2.38% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 210 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30 35Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 10th Street West
Location: at Ave J-4
Between: Avenue J to Avenue J-8 Ref. # 198
Cumulative Date: 10/21/2021 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 12:45 To 1:10
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 42
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.29
31 0 0.00% 0.00% 50th Percentile: 40
32 0 0.00% 0.00% 85th Percentile: 47
33 0 0.00% 0.00% 97th Percentile: 52
34 0 0.00% 0.00% 10 Mile Pace: 36 to 45
35 7 3.78% 3.78% % of Samples in 10-Mile Pace: 75.14%
36 11 5.95% 9.73% Comments:
37 13 7.03% 16.76%
38 12 6.49% 23.24%
39 25 13.51% 36.76%
40 25 13.51% 50.27%
41 15 8.11% 58.38%
42 13 7.03% 65.41%
43 10 5.41% 70.81%
44 7 3.78% 74.59%
45 8 4.32% 78.92%
46 5 2.70% 81.62%
47 9 4.86% 86.49%
48 3 1.62% 88.11%
49 7 3.78% 91.89%
50 7 3.78% 95.68%
51 2 1.08% 96.76%
52 4 2.16% 98.92%
53 1 0.54% 99.46%
54 1 0.54% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 185 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 10th Street West
Location: at Ave J-12
Between: Avenue J-8 to Avenue K Ref. # 199
Cumulative Date: 10/21&11/17/21 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 1:12/3:00 pm To 1:26/4:00 pm
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 45
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.34
31 0 0.00% 0.00% 50th Percentile: 44
32 0 0.00% 0.00% 85th Percentile: 50
33 0 0.00% 0.00% 97th Percentile: 54
34 0 0.00% 0.00% 10 Mile Pace: 39 to 48
35 2 0.92% 0.92% % of Samples in 10-Mile Pace: 67.74%
36 7 3.23% 4.15% Comments:
37 6 2.76% 6.91%
38 7 3.23% 10.14%
39 19 8.76% 18.89%
40 10 4.61% 23.50%
41 6 2.76% 26.27%
42 23 10.60% 36.87%
43 18 8.29% 45.16%
44 20 9.22% 54.38%
45 9 4.15% 58.53%
46 20 9.22% 67.74%
47 10 4.61% 72.35%
48 12 5.53% 77.88%
49 8 3.69% 81.57%
50 9 4.15% 85.71%
51 11 5.07% 90.78%
52 9 4.15% 94.93%
53 3 1.38% 96.31%
54 3 1.38% 97.70%
55 4 1.84% 99.54%
56 0 0.00% 99.54%
57 1 0.46% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 217 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 10th Street West
Location: at Ave K-4
Between: Avenue K to Avenue K-8 Ref. # 200
Cumulative Date: 10/21/2021 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 1:30 To 2:00
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 41
29 0 0.00% 0.00% Standard Deviation: 4
30 0 0.00% 0.00% Standard error of the mean: 0.33
31 0 0.00% 0.00% 50th Percentile: 40
32 0 0.00% 0.00% 85th Percentile: 46
33 0 0.00% 0.00% 97th Percentile: 51
34 0 0.00% 0.00% 10 Mile Pace: 36 to 45
35 5 3.47% 3.47% % of Samples in 10-Mile Pace: 81.25%
36 12 8.33% 11.81% Comments:
37 9 6.25% 18.06%
38 14 9.72% 27.78%
39 22 15.28% 43.06%
40 17 11.81% 54.86%
41 7 4.86% 59.72%
42 17 11.81% 71.53%
43 7 4.86% 76.39%
44 2 1.39% 77.78%
45 10 6.94% 84.72%
46 5 3.47% 88.19%
47 1 0.69% 88.89%
48 2 1.39% 90.28%
49 5 3.47% 93.75%
50 4 2.78% 96.53%
51 1 0.69% 97.22%
52 3 2.08% 99.31%
53 0 0.00% 99.31%
54 0 0.00% 99.31%
55 1 0.69% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 144 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 10th Street West
Location: at YMCA
Between: Avenue K-8 to Avenue L Ref. # 201
Cumulative Date: 10/21/2021 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 2:05 To 2:30
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 44
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.33
31 0 0.00% 0.00% 50th Percentile: 44
32 0 0.00% 0.00% 85th Percentile: 49
33 0 0.00% 0.00% 97th Percentile: 55
34 0 0.00% 0.00% 10 Mile Pace: 39 to 48
35 8 3.54% 3.54% % of Samples in 10-Mile Pace: 62.39%
36 15 6.64% 10.18% Comments:
37 10 4.42% 14.60%
38 6 2.65% 17.26%
39 20 8.85% 26.11%
40 22 9.73% 35.84%
41 12 5.31% 41.15%
42 13 5.75% 46.90%
43 5 2.21% 49.12%
44 15 6.64% 55.75%
45 19 8.41% 64.16%
46 13 5.75% 69.91%
47 12 5.31% 75.22%
48 10 4.42% 79.65%
49 14 6.19% 85.84%
50 12 5.31% 91.15%
51 2 0.88% 92.04%
52 9 3.98% 96.02%
53 1 0.44% 96.46%
54 1 0.44% 96.90%
55 2 0.88% 97.79%
56 0 0.00% 97.79%
57 2 0.88% 98.67%
58 1 0.44% 99.12%
59 1 0.44% 99.56%
60 1 0.44% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 226 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 10th Street West
Location: at Ave L-8
Between: Avenue L to Avenue M Ref. # 202
Cumulative Date: 10/21/2021 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 2:35 To 3:00
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 49
29 0 0.00% 0.00% Standard Deviation: 6
30 0 0.00% 0.00% Standard error of the mean: 0.38
31 0 0.00% 0.00% 50th Percentile: 49
32 0 0.00% 0.00% 85th Percentile: 55
33 0 0.00% 0.00% 97th Percentile: 61
34 0 0.00% 0.00% 10 Mile Pace: 43 to 52
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 64.68%
36 3 1.19% 1.19% Comments:
37 1 0.40% 1.59%
38 3 1.19% 2.78%
39 8 3.17% 5.95%
40 7 2.78% 8.73%
41 5 1.98% 10.71%
42 7 2.78% 13.49%
43 7 2.78% 16.27%
44 14 5.56% 21.83%
45 10 3.97% 25.79%
46 28 11.11% 36.90%
47 14 5.56% 42.46%
48 17 6.75% 49.21%
49 26 10.32% 59.52%
50 22 8.73% 68.25%
51 10 3.97% 72.22%
52 15 5.95% 78.17%
53 7 2.78% 80.95%
54 5 1.98% 82.94%
55 7 2.78% 85.71%
56 6 2.38% 88.10%
57 8 3.17% 91.27%
58 7 2.78% 94.05%
59 4 1.59% 95.63%
60 3 1.19% 96.83%
61 4 1.59% 98.41%
62 1 0.40% 98.81%
63 2 0.79% 99.60%
64 0 0.00% 99.60%
65 0 0.00% 99.60%
66 1 0.40% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 252 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 7th Street West
Location: 400' n/o Ave G-12
Between: Avenue G-12 to Avenue H Ref. # 203
Cumulative Date: 10/26 & 11/17/21 Day: Tue & Wed
Speed Frequency Percent Percent Weather: Clear
20 2 2.50% 2.50% Hours: 9:00/2:35 To 10:00/2:50
21 1 1.25% 3.75% Recorder: DA/AY
22 0 0.00% 3.75% Posted Speed: 40
23 4 5.00% 8.75% Remarks:
24 2 2.50% 11.25%
25 1 1.25% 12.50%
26 6 7.50% 20.00%
27 2 2.50% 22.50% DATA ANALYSIS:
28 2 2.50% 25.00% Mean Speed: 32
29 8 10.00% 35.00% Standard Deviation: 6
30 2 2.50% 37.50% Standard error of the mean: 0.67
31 6 7.50% 45.00% 50th Percentile: 32
32 5 6.25% 51.25% 85th Percentile: 39
33 7 8.75% 60.00% 97th Percentile: 42
34 6 7.50% 67.50% 10 Mile Pace: 29 to 38
35 0 0.00% 67.50% % of Samples in 10-Mile Pace: 57.50%
36 3 3.75% 71.25% Comments:
37 2 2.50% 73.75%
38 7 8.75% 82.50%
39 5 6.25% 88.75%
40 5 6.25% 95.00%
41 0 0.00% 95.00%
42 3 3.75% 98.75%
43 0 0.00% 98.75%
44 1 1.25% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 80 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 9Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 6th Street West
Location: n/o Ave L-14
Between: Avenue L-8 to Avenue M Ref. # 204
Cumulative Date: 10/26/2021 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 12:05 To 12:45
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 5 4.55% 4.55%
26 5 4.55% 9.09%
27 6 5.45% 14.55% DATA ANALYSIS:
28 8 7.27% 21.82% Mean Speed: 34
29 11 10.00% 31.82% Standard Deviation: 6
30 6 5.45% 37.27% Standard error of the mean: 0.57
31 4 3.64% 40.91% 50th Percentile: 33
32 9 8.18% 49.09% 85th Percentile: 41
33 9 8.18% 57.27% 97th Percentile: 46
34 4 3.64% 60.91% 10 Mile Pace: 26 to 35
35 7 6.36% 67.27% % of Samples in 10-Mile Pace: 62.73%
36 4 3.64% 70.91% Comments:
37 6 5.45% 76.36%
38 3 2.73% 79.09%
39 4 3.64% 82.73%
40 2 1.82% 84.55%
41 3 2.73% 87.27%
42 3 2.73% 90.00%
43 3 2.73% 92.73%
44 0 0.00% 92.73%
45 2 1.82% 94.55%
46 3 2.73% 97.27%
47 0 0.00% 97.27%
48 0 0.00% 97.27%
49 0 0.00% 97.27%
50 0 0.00% 97.27%
51 0 0.00% 97.27%
52 0 0.00% 97.27%
53 0 0.00% 97.27%
54 3 2.73% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 110 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Gadsden Avenue
Location: at Ave K-4
Between: Avenue K to Avenue K-8 Ref. # 205
Cumulative Date: 10/26/2021 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 11:15 To 11:58
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 35
23 2 1.46% 1.46% Remarks:
24 1 0.73% 2.19%
25 2 1.46% 3.65%
26 7 5.11% 8.76%
27 5 3.65% 12.41% DATA ANALYSIS:
28 7 5.11% 17.52% Mean Speed: 34
29 12 8.76% 26.28% Standard Deviation: 5
30 9 6.57% 32.85% Standard error of the mean: 0.43
31 6 4.38% 37.23% 50th Percentile: 34
32 2 1.46% 38.69% 85th Percentile: 38
33 12 8.76% 47.45% 97th Percentile: 43
34 10 7.30% 54.74% 10 Mile Pace: 29 to 38
35 13 9.49% 64.23% % of Samples in 10-Mile Pace: 68.61% 36 12 8.76% 72.99% Comments:
37 8 5.84% 78.83%
38 10 7.30% 86.13%
39 5 3.65% 89.78%
40 2 1.46% 91.24%
41 2 1.46% 92.70%
42 5 3.65% 96.35%
43 1 0.73% 97.08%
44 0 0.00% 97.08%
45 0 0.00% 97.08%
46 2 1.46% 98.54%
47 1 0.73% 99.27%
48 0 0.00% 99.27%
49 0 0.00% 99.27%
50 0 0.00% 99.27%
51 0 0.00% 99.27%
52 0 0.00% 99.27%
53 0 0.00% 99.27%
54 1 0.73% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 137 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Yucca Avenue
Location: s/o Jackman St
Between: Avenue I to Lancaster Blvd Ref. # 214
Cumulative Date: 10/26/2021 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
20 1 0.66% 0.66% Hours: 2:05 To 3:00
21 0 0.00% 0.66% Recorder: DA
22 0 0.00% 0.66% Posted Speed: 40
23 1 0.66% 1.32% Remarks:
24 2 1.32% 2.65%
25 6 3.97% 6.62%
26 4 2.65% 9.27%
27 9 5.96% 15.23% DATA ANALYSIS:
28 4 2.65% 17.88% Mean Speed: 37
29 9 5.96% 23.84% Standard Deviation: 8
30 0 0.00% 23.84% Standard error of the mean: 0.65
31 3 1.99% 25.83% 50th Percentile: 36
32 6 3.97% 29.80% 85th Percentile: 45
33 10 6.62% 36.42% 97th Percentile: 54
34 2 1.32% 37.75% 10 Mile Pace: 33 to 42
35 7 4.64% 42.38% % of Samples in 10-Mile Pace: 50.33%
36 13 8.61% 50.99% Comments:
37 8 5.30% 56.29%
38 6 3.97% 60.26%
39 12 7.95% 68.21%
40 2 1.32% 69.54%
41 6 3.97% 73.51%
42 10 6.62% 80.13%
43 3 1.99% 82.12%
44 4 2.65% 84.77%
45 4 2.65% 87.42%
46 5 3.31% 90.73%
47 2 1.32% 92.05%
48 3 1.99% 94.04%
49 0 0.00% 94.04%
50 3 1.99% 96.03%
51 0 0.00% 96.03%
52 1 0.66% 96.69%
53 0 0.00% 96.69%
54 3 1.99% 98.68%
55 0 0.00% 98.68%
56 1 0.66% 99.34%
57 0 0.00% 99.34%
58 0 0.00% 99.34%
59 0 0.00% 99.34%
60 1 0.66% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 151 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Yucca Avenue
Location: s/o Lumber St
Between: Lancaster Blvd to Milling Ref. # 215
Cumulative Date: 10/26/2021 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 1:30 To 2:00
21 4 2.44% 2.44% Recorder: DA
22 4 2.44% 4.88% Posted Speed: 40
23 10 6.10% 10.98% Remarks:
24 4 2.44% 13.41%
25 6 3.66% 17.07%
26 17 10.37% 27.44%
27 9 5.49% 32.93% DATA ANALYSIS:
28 16 9.76% 42.68% Mean Speed: 29
29 20 12.20% 54.88% Standard Deviation: 4
30 17 10.37% 65.24% Standard error of the mean: 0.31
31 16 9.76% 75.00% 50th Percentile: 29
32 9 5.49% 80.49% 85th Percentile: 33
33 11 6.71% 87.20% 97th Percentile: 38
34 6 3.66% 90.85% 10 Mile Pace: 25 to 34
35 4 2.44% 93.29% % of Samples in 10-Mile Pace: 77.44%
36 4 2.44% 95.73% Comments:
37 2 1.22% 96.95%
38 3 1.83% 98.78%
39 2 1.22% 100.00%
40 0 0.00% 100.00%
41 0 0.00% 100.00%
42 0 0.00% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 164 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Trevor Avenue
Location: at Ave H-6
Between: Avenue H to Avenue I Ref. # 216
Cumulative Date: 10/26/2021 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:05 To 11:00
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 1 1.39% 1.39%
25 2 2.78% 4.17%
26 1 1.39% 5.56%
27 3 4.17% 9.72% DATA ANALYSIS:
28 1 1.39% 11.11% Mean Speed: 39
29 0 0.00% 11.11% Standard Deviation: 7
30 2 2.78% 13.89% Standard error of the mean: 0.82
31 3 4.17% 18.06% 50th Percentile: 38
32 1 1.39% 19.44% 85th Percentile: 48
33 2 2.78% 22.22% 97th Percentile: 51
34 4 5.56% 27.78% 10 Mile Pace: 34 to 43
35 3 4.17% 31.94% % of Samples in 10-Mile Pace: 54.17%
36 6 8.33% 40.28% Comments:
37 5 6.94% 47.22%
38 2 2.78% 50.00%
39 6 8.33% 58.33%
40 3 4.17% 62.50%
41 3 4.17% 66.67%
42 4 5.56% 72.22%
43 3 4.17% 76.39%
44 1 1.39% 77.78%
45 0 0.00% 77.78%
46 4 5.56% 83.33%
47 1 1.39% 84.72%
48 1 1.39% 86.11%
49 2 2.78% 88.89%
50 5 6.94% 95.83%
51 1 1.39% 97.22%
52 2 2.78% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 72 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: Business Center Parkway
Location: s/o Ave K-10
Between: Avenue K-8 to Avenue L Ref. # 225
Cumulative Date: 10/26/2021 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 12:55 To 1:20
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 44
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.35
31 0 0.00% 0.00% 50th Percentile: 44
32 0 0.00% 0.00% 85th Percentile: 49
33 0 0.00% 0.00% 97th Percentile: 55
34 0 0.00% 0.00% 10 Mile Pace: 39 to 48
35 9 4.39% 4.39% % of Samples in 10-Mile Pace: 68.29%
36 6 2.93% 7.32% Comments:
37 3 1.46% 8.78%
38 6 2.93% 11.71%
39 14 6.83% 18.54%
40 17 8.29% 26.83%
41 5 2.44% 29.27%
42 24 11.71% 40.98%
43 9 4.39% 45.37%
44 12 5.85% 51.22%
45 16 7.80% 59.02%
46 22 10.73% 69.76%
47 9 4.39% 74.15%
48 12 5.85% 80.00%
49 11 5.37% 85.37%
50 9 4.39% 89.76%
51 5 2.44% 92.20%
52 5 2.44% 94.63%
53 2 0.98% 95.61%
54 2 0.98% 96.59%
55 2 0.98% 97.56%
56 0 0.00% 97.56%
57 0 0.00% 97.56%
58 1 0.49% 98.05%
59 0 0.00% 98.05%
60 1 0.49% 98.54%
61 1 0.49% 99.02%
62 1 0.49% 99.51%
63 0 0.00% 99.51%
64 0 0.00% 99.51%
65 0 0.00% 99.51%
66 0 0.00% 99.51%
67 1 0.49% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 205 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 3rd Street East
Location: at Kettering St
Between: Avenue I to Lancaster Blvd Ref. # 226
Cumulative Date: 10/27/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 9:00 To 9:30
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 35
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 1 1.67% 1.67%
26 2 3.33% 5.00%
27 2 3.33% 8.33% DATA ANALYSIS:
28 3 5.00% 13.33% Mean Speed: 35
29 8 13.33% 26.67% Standard Deviation: 6
30 3 5.00% 31.67% Standard error of the mean: 0.77
31 2 3.33% 35.00% 50th Percentile: 35
32 2 3.33% 38.33% 85th Percentile: 40
33 2 3.33% 41.67% 97th Percentile: 50
34 3 5.00% 46.67% 10 Mile Pace: 29 to 38
35 6 10.00% 56.67% % of Samples in 10-Mile Pace: 63.33% 36 5 8.33% 65.00% Comments:
37 1 1.67% 66.67%
38 6 10.00% 76.67%
39 3 5.00% 81.67%
40 3 5.00% 86.67%
41 2 3.33% 90.00%
42 2 3.33% 93.33%
43 0 0.00% 93.33%
44 0 0.00% 93.33%
45 0 0.00% 93.33%
46 2 3.33% 96.67%
47 0 0.00% 96.67%
48 0 0.00% 96.67%
49 0 0.00% 96.67%
50 1 1.67% 98.33%
51 1 1.67% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 60 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 9Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 4th Street East
Location: at Ave L-4
Between: Avenue L to Avenue M Ref. # 227
Cumulative Date: 10/27/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 9:45 To 10:15
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 1 0.99% 0.99%
26 0 0.00% 0.99%
27 0 0.00% 0.99% DATA ANALYSIS:
28 1 0.99% 1.98% Mean Speed: 44
29 2 1.98% 3.96% Standard Deviation: 7
30 0 0.00% 3.96% Standard error of the mean: 0.7
31 0 0.00% 3.96% 50th Percentile: 44
32 2 1.98% 5.94% 85th Percentile: 51
33 4 3.96% 9.90% 97th Percentile: 54
34 2 1.98% 11.88% 10 Mile Pace: 38 to 47
35 2 1.98% 13.86% % of Samples in 10-Mile Pace: 60.40%
36 1 0.99% 14.85% Comments:
37 1 0.99% 15.84%
38 3 2.97% 18.81%
39 6 5.94% 24.75%
40 6 5.94% 30.69%
41 3 2.97% 33.66%
42 7 6.93% 40.59%
43 2 1.98% 42.57%
44 11 10.89% 53.47%
45 7 6.93% 60.40%
46 10 9.90% 70.30%
47 6 5.94% 76.24%
48 0 0.00% 76.24%
49 5 4.95% 81.19%
50 3 2.97% 84.16%
51 2 1.98% 86.14%
52 5 4.95% 91.09%
53 4 3.96% 95.05%
54 2 1.98% 97.03%
55 0 0.00% 97.03%
56 0 0.00% 97.03%
57 0 0.00% 97.03%
58 2 1.98% 99.01%
59 0 0.00% 99.01%
60 1 0.99% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 101 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 5th Street East
Location: at Ave K-4
Between: Avenue K to Avenue K-8 Ref. # 232
Cumulative Date: 10/27/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:25 To 11:00
21 0 0.00% 0.00% Recorder: DA
22 1 1.11% 1.11% Posted Speed: 40
23 0 0.00% 1.11% Remarks:
24 0 0.00% 1.11%
25 1 1.11% 2.22%
26 0 0.00% 2.22%
27 0 0.00% 2.22% DATA ANALYSIS:
28 1 1.11% 3.33% Mean Speed: 36
29 5 5.56% 8.89% Standard Deviation: 5
30 7 7.78% 16.67% Standard error of the mean: 0.53
31 2 2.22% 18.89% 50th Percentile: 36
32 5 5.56% 24.44% 85th Percentile: 42
33 10 11.11% 35.56% 97th Percentile: 47
34 3 3.33% 38.89% 10 Mile Pace: 30 to 39
35 1 1.11% 40.00% % of Samples in 10-Mile Pace: 67.78%
36 17 18.89% 58.89% Comments:
37 1 1.11% 60.00%
38 6 6.67% 66.67%
39 9 10.00% 76.67%
40 4 4.44% 81.11%
41 2 2.22% 83.33%
42 6 6.67% 90.00%
43 3 3.33% 93.33%
44 2 2.22% 95.56%
45 0 0.00% 95.56%
46 1 1.11% 96.67%
47 1 1.11% 97.78%
48 0 0.00% 97.78%
49 1 1.11% 98.89%
50 0 0.00% 98.89%
51 1 1.11% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 90 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 15th Street East
Location: 300' n/o Ave I
Between: Avenue H-12 to Avenue I Ref. # 240
Cumulative Date: 10/27/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 2:35 To 3:15
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 35
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 1 0.74% 0.74%
26 1 0.74% 1.47%
27 1 0.74% 2.21% DATA ANALYSIS:
28 5 3.68% 5.88% Mean Speed: 36
29 7 5.15% 11.03% Standard Deviation: 5
30 6 4.41% 15.44% Standard error of the mean: 0.43
31 7 5.15% 20.59% 50th Percentile: 35
32 5 3.68% 24.26% 85th Percentile: 41
33 16 11.76% 36.03% 97th Percentile: 46
34 8 5.88% 41.91% 10 Mile Pace: 29 to 38
35 11 8.09% 50.00% % of Samples in 10-Mile Pace: 71.32% 36 18 13.24% 63.24% Comments:
37 8 5.88% 69.12%
38 11 8.09% 77.21%
39 7 5.15% 82.35%
40 2 1.47% 83.82%
41 6 4.41% 88.24%
42 5 3.68% 91.91%
43 0 0.00% 91.91%
44 2 1.47% 93.38%
45 2 1.47% 94.85%
46 3 2.21% 97.06%
47 1 0.74% 97.79%
48 0 0.00% 97.79%
49 0 0.00% 97.79%
50 1 0.74% 98.53%
51 0 0.00% 98.53%
52 0 0.00% 98.53%
53 0 0.00% 98.53%
54 2 1.47% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 136 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 15th Street East
Location: at Kettering St
Between: Avenue I to Lancaster Blvd Ref. # 241
Cumulative Date: 10/27/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 2:00 To 2:30
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 45
29 0 0.00% 0.00% Standard Deviation: 6
30 1 0.81% 0.81% Standard error of the mean: 0.54
31 1 0.81% 1.63% 50th Percentile: 45
32 1 0.81% 2.44% 85th Percentile: 50
33 1 0.81% 3.25% 97th Percentile: 56
34 2 1.63% 4.88% 10 Mile Pace: 41 to 50
35 2 1.63% 6.50% % of Samples in 10-Mile Pace: 60.98%
36 8 6.50% 13.01% Comments:
37 3 2.44% 15.45%
38 1 0.81% 16.26%
39 5 4.07% 20.33%
40 5 4.07% 24.39%
41 7 5.69% 30.08%
42 11 8.94% 39.02%
43 5 4.07% 43.09%
44 8 6.50% 49.59%
45 7 5.69% 55.28%
46 8 6.50% 61.79%
47 9 7.32% 69.11%
48 4 3.25% 72.36%
49 9 7.32% 79.67%
50 7 5.69% 85.37%
51 1 0.81% 86.18%
52 5 4.07% 90.24%
53 4 3.25% 93.50%
54 2 1.63% 95.12%
55 2 1.63% 96.75%
56 1 0.81% 97.56%
57 2 1.63% 99.19%
58 0 0.00% 99.19%
59 0 0.00% 99.19%
60 0 0.00% 99.19%
61 0 0.00% 99.19%
62 1 0.81% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 123 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 15th Street East
Location: at Willow Creek Condo
Between: Lancaster Blvd to Avenue J Ref. # 242
Cumulative Date: 10/27/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 1:25 To 1:55
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 46
29 0 0.00% 0.00% Standard Deviation: 6
30 1 0.56% 0.56% Standard error of the mean: 0.45
31 1 0.56% 1.12% 50th Percentile: 45
32 0 0.00% 1.12% 85th Percentile: 51
33 2 1.12% 2.23% 97th Percentile: 56
34 0 0.00% 2.23% 10 Mile Pace: 42 to 51
35 2 1.12% 3.35% % of Samples in 10-Mile Pace: 65.92%
36 5 2.79% 6.15% Comments:
37 3 1.68% 7.82%
38 7 3.91% 11.73%
39 7 3.91% 15.64%
40 3 1.68% 17.32%
41 4 2.23% 19.55%
42 18 10.06% 29.61%
43 13 7.26% 36.87%
44 12 6.70% 43.58%
45 13 7.26% 50.84%
46 12 6.70% 57.54%
47 7 3.91% 61.45%
48 12 6.70% 68.16%
49 14 7.82% 75.98%
50 12 6.70% 82.68%
51 5 2.79% 85.47%
52 7 3.91% 89.39%
53 3 1.68% 91.06%
54 2 1.12% 92.18%
55 4 2.23% 94.41%
56 5 2.79% 97.21%
57 1 0.56% 97.77%
58 1 0.56% 98.32%
59 2 1.12% 99.44%
60 1 0.56% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 179 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 15th Street East
Location: at Ave J-4
Between: Avenue J to Avenue J-8 Ref. # 243
Cumulative Date: 10/27/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 12:45 To 1:15
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 45
29 0 0.00% 0.00% Standard Deviation: 6
30 1 0.83% 0.83% Standard error of the mean: 0.55
31 0 0.00% 0.83% 50th Percentile: 44
32 0 0.00% 0.83% 85th Percentile: 52
33 2 1.65% 2.48% 97th Percentile: 56
34 1 0.83% 3.31% 10 Mile Pace: 39 to 48
35 1 0.83% 4.13% % of Samples in 10-Mile Pace: 59.50%
36 4 3.31% 7.44% Comments:
37 4 3.31% 10.74%
38 1 0.83% 11.57%
39 6 4.96% 16.53%
40 5 4.13% 20.66%
41 6 4.96% 25.62%
42 17 14.05% 39.67%
43 5 4.13% 43.80%
44 8 6.61% 50.41%
45 9 7.44% 57.85%
46 7 5.79% 63.64%
47 5 4.13% 67.77%
48 4 3.31% 71.07%
49 6 4.96% 76.03%
50 3 2.48% 78.51%
51 3 2.48% 80.99%
52 7 5.79% 86.78%
53 5 4.13% 90.91%
54 1 0.83% 91.74%
55 3 2.48% 94.21%
56 5 4.13% 98.35%
57 1 0.83% 99.17%
58 1 0.83% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 121 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 15th Street East
Location: at Ave J-12
Between: Avenue J-8 to Avenue K Ref. # 244
Cumulative Date: 10/27/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 12:05 To 12:35
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 45
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.43
31 0 0.00% 0.00% 50th Percentile: 45
32 0 0.00% 0.00% 85th Percentile: 51
33 1 0.72% 0.72% 97th Percentile: 54
34 0 0.00% 0.72% 10 Mile Pace: 39 to 48
35 0 0.00% 0.72% % of Samples in 10-Mile Pace: 68.84%
36 2 1.45% 2.17% Comments:
37 0 0.00% 2.17%
38 3 2.17% 4.35%
39 12 8.70% 13.04%
40 5 3.62% 16.67%
41 4 2.90% 19.57%
42 12 8.70% 28.26%
43 13 9.42% 37.68%
44 12 8.70% 46.38%
45 12 8.70% 55.07%
46 9 6.52% 61.59%
47 8 5.80% 67.39%
48 8 5.80% 73.19%
49 8 5.80% 78.99%
50 7 5.07% 84.06%
51 5 3.62% 87.68%
52 9 6.52% 94.20%
53 1 0.72% 94.93%
54 3 2.17% 97.10%
55 2 1.45% 98.55%
56 0 0.00% 98.55%
57 0 0.00% 98.55%
58 0 0.00% 98.55%
59 2 1.45% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 138 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 15th Street East
Location: at Marion Ave
Between: Avenue K to Avenue K-8 Ref. # 245
Cumulative Date: 10/27/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 11:10 To 11:45
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 41
29 0 0.00% 0.00% Standard Deviation: 5
30 3 3.85% 3.85% Standard error of the mean: 0.57
31 0 0.00% 3.85% 50th Percentile: 41
32 0 0.00% 3.85% 85th Percentile: 46
33 2 2.56% 6.41% 97th Percentile: 50
34 1 1.28% 7.69% 10 Mile Pace: 38 to 47
35 1 1.28% 8.97% % of Samples in 10-Mile Pace: 76.92%
36 3 3.85% 12.82% Comments:
37 2 2.56% 15.38%
38 4 5.13% 20.51%
39 14 17.95% 38.46%
40 4 5.13% 43.59%
41 5 6.41% 50.00%
42 11 14.10% 64.10%
43 3 3.85% 67.95%
44 9 11.54% 79.49%
45 4 5.13% 84.62%
46 1 1.28% 85.90%
47 5 6.41% 92.31%
48 1 1.28% 93.59%
49 2 2.56% 96.15%
50 2 2.56% 98.72%
51 0 0.00% 98.72%
52 1 1.28% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 78 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 20th Street East
Location: at Ave H-4
Between: Avenue H to Avenue I Ref. # 246
Cumulative Date: 11/1/2021 Day: Monday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:00 To 10:30
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 55
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 52
29 0 0.00% 0.00% Standard Deviation: 7
30 0 0.00% 0.00% Standard error of the mean: 0.76
31 0 0.00% 0.00% 50th Percentile: 52
32 0 0.00% 0.00% 85th Percentile: 57
33 0 0.00% 0.00% 97th Percentile: 65
34 0 0.00% 0.00% 10 Mile Pace: 48 to 57
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 60.71%
36 2 2.38% 2.38% Comments:
37 0 0.00% 2.38%
38 0 0.00% 2.38%
39 1 1.19% 3.57%
40 0 0.00% 3.57%
41 0 0.00% 3.57%
42 2 2.38% 5.95%
43 4 4.76% 10.71%
44 3 3.57% 14.29%
45 3 3.57% 17.86%
46 5 5.95% 23.81%
47 1 1.19% 25.00%
48 2 2.38% 27.38%
49 9 10.71% 38.10%
50 0 0.00% 38.10%
51 2 2.38% 40.48%
52 11 13.10% 53.57%
53 8 9.52% 63.10%
54 5 5.95% 69.05%
55 4 4.76% 73.81%
56 8 9.52% 83.33%
57 2 2.38% 85.71%
58 1 1.19% 86.90%
59 0 0.00% 86.90%
60 1 1.19% 88.10%
61 1 1.19% 89.29%
62 2 2.38% 91.67%
63 0 0.00% 91.67%
64 0 0.00% 91.67%
65 2 2.38% 94.05%
66 3 3.57% 97.62%
67 0 0.00% 97.62%
68 1 1.19% 98.81%
69 0 0.00% 98.81%
70 1 1.19% 100.00%
Total: 84 100%
spd_form.xls
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 20th Street East
Location: at Kettering St
Between: Avenue I to Lancaster Blvd Ref. # 247
Cumulative Date: 11/1/2021 Day: Monday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:35 To 11:05
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 47
29 0 0.00% 0.00% Standard Deviation: 6
30 0 0.00% 0.00% Standard error of the mean: 0.4
31 0 0.00% 0.00% 50th Percentile: 47
32 0 0.00% 0.00% 85th Percentile: 53
33 0 0.00% 0.00% 97th Percentile: 61
34 0 0.00% 0.00% 10 Mile Pace: 42 to 51
35 2 0.90% 0.90% % of Samples in 10-Mile Pace: 66.06%
36 2 0.90% 1.81% Comments:
37 4 1.81% 3.62%
38 4 1.81% 5.43%
39 8 3.62% 9.05%
40 8 3.62% 12.67%
41 4 1.81% 14.48%
42 10 4.52% 19.00%
43 8 3.62% 22.62%
44 20 9.05% 31.67%
45 19 8.60% 40.27%
46 16 7.24% 47.51%
47 16 7.24% 54.75%
48 18 8.14% 62.90%
49 13 5.88% 68.78%
50 18 8.14% 76.92%
51 8 3.62% 80.54%
52 8 3.62% 84.16%
53 2 0.90% 85.07%
54 4 1.81% 86.88%
55 6 2.71% 89.59%
56 8 3.62% 93.21%
57 0 0.00% 93.21%
58 4 1.81% 95.02%
59 4 1.81% 96.83%
60 0 0.00% 96.83%
61 4 1.81% 98.64%
62 0 0.00% 98.64%
63 3 1.36% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 221 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 20th Street East
Location: at Nugent St
Between: Lancaster Blvd to Avenue J Ref. # 248
Cumulative Date: 11/1/2021 Day: Monday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 11:10 To 11:45
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 47
29 0 0.00% 0.00% Standard Deviation: 7
30 0 0.00% 0.00% Standard error of the mean: 0.47
31 0 0.00% 0.00% 50th Percentile: 46
32 0 0.00% 0.00% 85th Percentile: 55
33 0 0.00% 0.00% 97th Percentile: 61
34 0 0.00% 0.00% 10 Mile Pace: 39 to 48
35 4 1.81% 1.81% % of Samples in 10-Mile Pace: 56.11%
36 2 0.90% 2.71% Comments:
37 2 0.90% 3.62%
38 3 1.36% 4.98%
39 19 8.60% 13.57%
40 12 5.43% 19.00%
41 11 4.98% 23.98%
42 14 6.33% 30.32%
43 13 5.88% 36.20%
44 14 6.33% 42.53%
45 7 3.17% 45.70%
46 11 4.98% 50.68%
47 9 4.07% 54.75%
48 14 6.33% 61.09%
49 8 3.62% 64.71%
50 17 7.69% 72.40%
51 10 4.52% 76.92%
52 10 4.52% 81.45%
53 6 2.71% 84.16%
54 0 0.00% 84.16%
55 6 2.71% 86.88%
56 10 4.52% 91.40%
57 10 4.52% 95.93%
58 0 0.00% 95.93%
59 2 0.90% 96.83%
60 0 0.00% 96.83%
61 2 0.90% 97.74%
62 2 0.90% 98.64%
63 0 0.00% 98.64%
64 1 0.45% 99.10%
65 0 0.00% 99.10%
66 0 0.00% 99.10%
67 2 0.90% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 221 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18
20Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 20th Street East
Location: at Ave J-4
Between: Avenue J to Avenue J-8 Ref. # 249
Cumulative Date: 11/1/2021 Day: Monday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 12:10 To 12:40
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 46
29 0 0.00% 0.00% Standard Deviation: 6
30 0 0.00% 0.00% Standard error of the mean: 0.34
31 0 0.00% 0.00% 50th Percentile: 46
32 0 0.00% 0.00% 85th Percentile: 52
33 0 0.00% 0.00% 97th Percentile: 58
34 0 0.00% 0.00% 10 Mile Pace: 41 to 50
35 3 0.94% 0.94% % of Samples in 10-Mile Pace: 64.47%
36 12 3.77% 4.72% Comments:
37 4 1.26% 5.97%
38 2 0.63% 6.60%
39 10 3.14% 9.75%
40 16 5.03% 14.78%
41 17 5.35% 20.13%
42 20 6.29% 26.42%
43 13 4.09% 30.50%
44 25 7.86% 38.36%
45 14 4.40% 42.77%
46 33 10.38% 53.14%
47 14 4.40% 57.55%
48 16 5.03% 62.58%
49 24 7.55% 70.13%
50 29 9.12% 79.25%
51 14 4.40% 83.65%
52 12 3.77% 87.42%
53 8 2.52% 89.94%
54 2 0.63% 90.57%
55 8 2.52% 93.08%
56 8 2.52% 95.60%
57 4 1.26% 96.86%
58 3 0.94% 97.80%
59 2 0.63% 98.43%
60 0 0.00% 98.43%
61 2 0.63% 99.06%
62 2 0.63% 99.69%
63 0 0.00% 99.69%
64 0 0.00% 99.69%
65 1 0.31% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 318 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30 35Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 20th Street East
Location: n/o Acosta Ave
Between: Avenue J-8 to Avenue K Ref. # 250
Cumulative Date: 11/1/2021 Day: Monday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 12:45 To 1:15
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 49
29 0 0.00% 0.00% Standard Deviation: 6
30 0 0.00% 0.00% Standard error of the mean: 0.36
31 0 0.00% 0.00% 50th Percentile: 50
32 0 0.00% 0.00% 85th Percentile: 55
33 0 0.00% 0.00% 97th Percentile: 61
34 2 0.72% 0.72% 10 Mile Pace: 46 to 55
35 0 0.00% 0.72% % of Samples in 10-Mile Pace: 60.57%
36 2 0.72% 1.43% Comments:
37 6 2.15% 3.58%
38 9 3.23% 6.81%
39 4 1.43% 8.24%
40 5 1.79% 10.04%
41 11 3.94% 13.98%
42 11 3.94% 17.92%
43 6 2.15% 20.07%
44 8 2.87% 22.94%
45 8 2.87% 25.81%
46 16 5.73% 31.54%
47 12 4.30% 35.84%
48 14 5.02% 40.86%
49 24 8.60% 49.46%
50 21 7.53% 56.99%
51 18 6.45% 63.44%
52 26 9.32% 72.76%
53 8 2.87% 75.63%
54 18 6.45% 82.08%
55 12 4.30% 86.38%
56 2 0.72% 87.10%
57 4 1.43% 88.53%
58 6 2.15% 90.68%
59 6 2.15% 92.83%
60 6 2.15% 94.98%
61 6 2.15% 97.13%
62 4 1.43% 98.57%
63 3 1.08% 99.64%
64 1 0.36% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 279 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 20th Street East
Location: at Ave K-8
Between: Avenue K to Avenue L Ref. # 251
Cumulative Date: 11/1/2021 Day: Monday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 1:20 To 1:50
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 55
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 54
29 0 0.00% 0.00% Standard Deviation: 6
30 0 0.00% 0.00% Standard error of the mean: 0.43
31 0 0.00% 0.00% 50th Percentile: 53
32 0 0.00% 0.00% 85th Percentile: 60
33 0 0.00% 0.00% 97th Percentile: 65
34 0 0.00% 0.00% 10 Mile Pace: 50 to 59
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 58.76%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 0 0.00% 0.00%
39 0 0.00% 0.00%
40 0 0.00% 0.00%
41 0 0.00% 0.00%
42 0 0.00% 0.00%
43 4 2.06% 2.06%
44 5 2.58% 4.64%
45 0 0.00% 4.64%
46 10 5.15% 9.79%
47 6 3.09% 12.89%
48 10 5.15% 18.04%
49 14 7.22% 25.26%
50 14 7.22% 32.47%
51 16 8.25% 40.72%
52 12 6.19% 46.91%
53 6 3.09% 50.00%
54 10 5.15% 55.15%
55 6 3.09% 58.25%
56 14 7.22% 65.46%
57 10 5.15% 70.62%
58 10 5.15% 75.77%
59 16 8.25% 84.02%
60 2 1.03% 85.05%
61 4 2.06% 87.11%
62 12 6.19% 93.30%
63 0 0.00% 93.30%
64 2 1.03% 94.33%
65 0 0.00% 94.33%
66 0 0.00% 94.33%
67 5 2.58% 96.91%
68 0 0.00% 96.91%
69 2 1.03% 97.94%
70 4 2.06% 100.00%
Total: 194 100%
spd_form.xls
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16 18Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 25th Street East
Location: 400' n/o Ave I
Between: Avenue H-8 to Avenue I Ref. # 252
Cumulative Date: 11/2/2021 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 12:45 To 1:30
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 1 1.22% 1.22% Mean Speed: 40
29 2 2.44% 3.66% Standard Deviation: 6
30 1 1.22% 4.88% Standard error of the mean: 0.66
31 0 0.00% 4.88% 50th Percentile: 39
32 0 0.00% 4.88% 85th Percentile: 46
33 5 6.10% 10.98% 97th Percentile: 51
34 3 3.66% 14.63% 10 Mile Pace: 35 to 44
35 2 2.44% 17.07% % of Samples in 10-Mile Pace: 67.07%
36 12 14.63% 31.71% Comments:
37 6 7.32% 39.02%
38 7 8.54% 47.56%
39 3 3.66% 51.22%
40 8 9.76% 60.98%
41 2 2.44% 63.41%
42 5 6.10% 69.51%
43 3 3.66% 73.17%
44 7 8.54% 81.71%
45 2 2.44% 84.15%
46 2 2.44% 86.59%
47 0 0.00% 86.59%
48 0 0.00% 86.59%
49 5 6.10% 92.68%
50 3 3.66% 96.34%
51 1 1.22% 97.56%
52 0 0.00% 97.56%
53 0 0.00% 97.56%
54 1 1.22% 98.78%
55 1 1.22% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 82 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 25th Street East
Location: at Kettering St
Between: Avenue I to Lancaster Blvd Ref. # 253
Cumulative Date: 11/2/2021 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 11:50 To 12:20
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 41
29 0 0.00% 0.00% Standard Deviation: 5
30 4 5.26% 5.26% Standard error of the mean: 0.57
31 0 0.00% 5.26% 50th Percentile: 41
32 2 2.63% 7.89% 85th Percentile: 46
33 0 0.00% 7.89% 97th Percentile: 52
34 0 0.00% 7.89% 10 Mile Pace: 37 to 46
35 0 0.00% 7.89% % of Samples in 10-Mile Pace: 81.58%
36 2 2.63% 10.53% Comments:
37 4 5.26% 15.79%
38 9 11.84% 27.63%
39 10 13.16% 40.79%
40 4 5.26% 46.05%
41 9 11.84% 57.89%
42 8 10.53% 68.42%
43 0 0.00% 68.42%
44 4 5.26% 73.68%
45 8 10.53% 84.21%
46 6 7.89% 92.11%
47 0 0.00% 92.11%
48 0 0.00% 92.11%
49 2 2.63% 94.74%
50 0 0.00% 94.74%
51 0 0.00% 94.74%
52 2 2.63% 97.37%
53 0 0.00% 97.37%
54 0 0.00% 97.37%
55 2 2.63% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 76 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 25th Street East
Location: at Nugent St
Between: Lancaster Blvd to Avenue J Ref. # 254
Cumulative Date: 11/2/2021 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 11:15 To 11:45
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 45
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 43
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.56
31 0 0.00% 0.00% 50th Percentile: 42
32 0 0.00% 0.00% 85th Percentile: 49
33 1 1.27% 1.27% 97th Percentile: 54
34 0 0.00% 1.27% 10 Mile Pace: 36 to 45
35 6 7.59% 8.86% % of Samples in 10-Mile Pace: 65.82%
36 4 5.06% 13.92% Comments:
37 4 5.06% 18.99%
38 8 10.13% 29.11%
39 4 5.06% 34.18%
40 0 0.00% 34.18%
41 8 10.13% 44.30%
42 10 12.66% 56.96%
43 4 5.06% 62.03%
44 1 1.27% 63.29%
45 9 11.39% 74.68%
46 4 5.06% 79.75%
47 0 0.00% 79.75%
48 3 3.80% 83.54%
49 3 3.80% 87.34%
50 3 3.80% 91.14%
51 2 2.53% 93.67%
52 2 2.53% 96.20%
53 0 0.00% 96.20%
54 2 2.53% 98.73%
55 0 0.00% 98.73%
56 0 0.00% 98.73%
57 0 0.00% 98.73%
58 0 0.00% 98.73%
59 0 0.00% 98.73%
60 1 1.27% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 79 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 25th Street East
Location: 300' s/o Ave J
Between: Avenue J to Avenue J-4 Ref. # 255
Cumulative Date: 11/2 & 11/9/21 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:10/3:40 To 11:10/4:40
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 38
29 0 0.00% 0.00% Standard Deviation: 5
30 4 5.63% 5.63% Standard error of the mean: 0.59
31 0 0.00% 5.63% 50th Percentile: 38
32 0 0.00% 5.63% 85th Percentile: 43
33 4 5.63% 11.27% 97th Percentile: 49
34 5 7.04% 18.31% 10 Mile Pace: 33 to 42
35 5 7.04% 25.35% % of Samples in 10-Mile Pace: 77.46%
36 12 16.90% 42.25% Comments:
37 4 5.63% 47.89%
38 5 7.04% 54.93%
39 9 12.68% 67.61%
40 6 8.45% 76.06%
41 4 5.63% 81.69%
42 1 1.41% 83.10%
43 3 4.23% 87.32%
44 0 0.00% 87.32%
45 2 2.82% 90.14%
46 4 5.63% 95.77%
47 0 0.00% 95.77%
48 0 0.00% 95.77%
49 1 1.41% 97.18%
50 0 0.00% 97.18%
51 0 0.00% 97.18%
52 2 2.82% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 71 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 25th Street East
Location: at Morningside Ave
Between: Avenue J-8 to Avenue K Ref. # 256
Cumulative Date: 11/2/2021 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 9:30 To 10:00
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 2 2.70% 2.70% Mean Speed: 41
29 4 5.41% 8.11% Standard Deviation: 8
30 2 2.70% 10.81% Standard error of the mean: 0.93
31 0 0.00% 10.81% 50th Percentile: 39
32 0 0.00% 10.81% 85th Percentile: 50
33 4 5.41% 16.22% 97th Percentile: 55
34 4 5.41% 21.62% 10 Mile Pace: 30 to 39
35 3 4.05% 25.68% % of Samples in 10-Mile Pace: 44.59%
36 8 10.81% 36.49% Comments:
37 3 4.05% 40.54%
38 3 4.05% 44.59%
39 6 8.11% 52.70%
40 1 1.35% 54.05%
41 1 1.35% 55.41%
42 0 0.00% 55.41%
43 0 0.00% 55.41%
44 7 9.46% 64.86%
45 2 2.70% 67.57%
46 4 5.41% 72.97%
47 0 0.00% 72.97%
48 3 4.05% 77.03%
49 5 6.76% 83.78%
50 2 2.70% 86.49%
51 0 0.00% 86.49%
52 2 2.70% 89.19%
53 0 0.00% 89.19%
54 2 2.70% 91.89%
55 4 5.41% 97.30%
56 0 0.00% 97.30%
57 0 0.00% 97.30%
58 2 2.70% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 74 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8 9Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 25th Street East
Location: 350 feet south of Avenue K
Between: Avenue K to Avenue K-4 Ref. # 257
Cumulative Date: 11/1 & 12/15/21 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 2:00 /11:00 To 3:00/12:00
21 0 0.00% 0.00% Recorder: DA/AY
22 0 0.00% 0.00% Posted Speed: 35
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 1 2.33% 2.33% DATA ANALYSIS:
28 6 13.95% 16.28% Mean Speed: 32
29 5 11.63% 27.91% Standard Deviation: 4
30 10 23.26% 51.16% Standard error of the mean: 0.61
31 1 2.33% 53.49% 50th Percentile: 30
32 5 11.63% 65.12% 85th Percentile: 36
33 5 11.63% 76.74% 97th Percentile: 42
34 0 0.00% 76.74% 10 Mile Pace: 27 to 36
35 2 4.65% 81.40% % of Samples in 10-Mile Pace: 86.05%
36 2 4.65% 86.05% Comments:
37 0 0.00% 86.05%
38 0 0.00% 86.05%
39 3 6.98% 93.02%
40 0 0.00% 93.02%
41 1 2.33% 95.35%
42 2 4.65% 100.00%
43 0 0.00% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 43 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 26th Street East
Location: 700 feet west of Avenue I
Between: Avenue H-8 to Avenue I Ref. # 258
Cumulative Date: 11/1 & 12/2/21 Day: Thursday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 1:35/7:45 To 2:30/9:00
21 0 0.00% 0.00% Recorder: DA/AY
22 0 0.00% 0.00% Posted Speed: 35
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 4 3.74% 3.74%
27 2 1.87% 5.61% DATA ANALYSIS:
28 8 7.48% 13.08% Mean Speed: 33
29 5 4.67% 17.76% Standard Deviation: 4
30 10 9.35% 27.10% Standard error of the mean: 0.39
31 12 11.21% 38.32% 50th Percentile: 33
32 8 7.48% 45.79% 85th Percentile: 37
33 13 12.15% 57.94% 97th Percentile: 43
34 14 13.08% 71.03% 10 Mile Pace: 28 to 37
35 7 6.54% 77.57% % of Samples in 10-Mile Pace: 81.31%
36 7 6.54% 84.11% Comments:
37 3 2.80% 86.92%
38 4 3.74% 90.65%
39 0 0.00% 90.65%
40 4 3.74% 94.39%
41 2 1.87% 96.26%
42 0 0.00% 96.26%
43 4 3.74% 100.00%
44 0 0.00% 100.00%
45 0 0.00% 100.00%
46 0 0.00% 100.00%
47 0 0.00% 100.00%
48 0 0.00% 100.00%
49 0 0.00% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 107 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 30th Street East
Location: at Kettering St
Between: Avenue I to Lancaster Blvd Ref. # 259
Cumulative Date: 11/2/2021 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 2:35 To 3:00
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 42
29 0 0.00% 0.00% Standard Deviation: 4
30 2 1.16% 1.16% Standard error of the mean: 0.3
31 0 0.00% 1.16% 50th Percentile: 42
32 2 1.16% 2.33% 85th Percentile: 46
33 5 2.91% 5.23% 97th Percentile: 50
34 2 1.16% 6.40% 10 Mile Pace: 37 to 46
35 4 2.33% 8.72% % of Samples in 10-Mile Pace: 74.42%
36 7 4.07% 12.79% Comments:
37 11 6.40% 19.19%
38 6 3.49% 22.67%
39 9 5.23% 27.91%
40 7 4.07% 31.98%
41 10 5.81% 37.79%
42 23 13.37% 51.16%
43 18 10.47% 61.63%
44 16 9.30% 70.93%
45 12 6.98% 77.91%
46 16 9.30% 87.21%
47 8 4.65% 91.86%
48 2 1.16% 93.02%
49 5 2.91% 95.93%
50 4 2.33% 98.26%
51 3 1.74% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 172 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 30th Street East
Location: at Nugent St
Between: Lancaster Blvd to Avenue J Ref. # 260
Cumulative Date: 11/2/2021 Day: Tuesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 3:05 To 3:35
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 46
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.33
31 0 0.00% 0.00% 50th Percentile: 46
32 0 0.00% 0.00% 85th Percentile: 49
33 0 0.00% 0.00% 97th Percentile: 56
34 0 0.00% 0.00% 10 Mile Pace: 40 to 49
35 3 1.32% 1.32% % of Samples in 10-Mile Pace: 77.97%
36 6 2.64% 3.96% Comments:
37 2 0.88% 4.85%
38 2 0.88% 5.73%
39 4 1.76% 7.49%
40 8 3.52% 11.01%
41 14 6.17% 17.18%
42 23 10.13% 27.31%
43 12 5.29% 32.60%
44 16 7.05% 39.65%
45 12 5.29% 44.93%
46 29 12.78% 57.71%
47 19 8.37% 66.08%
48 24 10.57% 76.65%
49 20 8.81% 85.46%
50 6 2.64% 88.11%
51 11 4.85% 92.95%
52 2 0.88% 93.83%
53 2 0.88% 94.71%
54 2 0.88% 95.59%
55 2 0.88% 96.48%
56 2 0.88% 97.36%
57 2 0.88% 98.24%
58 0 0.00% 98.24%
59 2 0.88% 99.12%
60 1 0.44% 99.56%
61 1 0.44% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 227 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25
30 35Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 30th Street East
Location: at Ave J-4
Between: Avenue J to Avenue J-8 Ref. # 261
Cumulative Date: 11/3/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 9:00 To 9:30
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 49
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.38
31 0 0.00% 0.00% 50th Percentile: 49
32 0 0.00% 0.00% 85th Percentile: 54
33 0 0.00% 0.00% 97th Percentile: 57
34 0 0.00% 0.00% 10 Mile Pace: 45 to 54
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 66.10%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 4 2.26% 2.26%
39 1 0.56% 2.82%
40 8 4.52% 7.34%
41 1 0.56% 7.91%
42 9 5.08% 12.99%
43 8 4.52% 17.51%
44 5 2.82% 20.34%
45 7 3.95% 24.29%
46 16 9.04% 33.33%
47 7 3.95% 37.29%
48 15 8.47% 45.76%
49 9 5.08% 50.85%
50 10 5.65% 56.50%
51 11 6.21% 62.71%
52 20 11.30% 74.01%
53 10 5.65% 79.66%
54 12 6.78% 86.44%
55 5 2.82% 89.27%
56 12 6.78% 96.05%
57 2 1.13% 97.18%
58 0 0.00% 97.18%
59 1 0.56% 97.74%
60 2 1.13% 98.87%
61 0 0.00% 98.87%
62 1 0.56% 99.44%
63 1 0.56% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 177 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 30th Street East
Location: at San Miguel Dr
Between: Avenue J-8 to Avenue K Ref. # 262
Cumulative Date: 11/3/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 9:35 To 10:05
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 47
29 0 0.00% 0.00% Standard Deviation: 6
30 0 0.00% 0.00% Standard error of the mean: 0.52
31 0 0.00% 0.00% 50th Percentile: 46
32 0 0.00% 0.00% 85th Percentile: 53
33 0 0.00% 0.00% 97th Percentile: 59
34 0 0.00% 0.00% 10 Mile Pace: 41 to 50
35 5 3.79% 3.79% % of Samples in 10-Mile Pace: 65.15%
36 0 0.00% 3.79% Comments:
37 5 3.79% 7.58%
38 0 0.00% 7.58%
39 5 3.79% 11.36%
40 0 0.00% 11.36%
41 11 8.33% 19.70%
42 4 3.03% 22.73%
43 8 6.06% 28.79%
44 7 5.30% 34.09%
45 15 11.36% 45.45%
46 6 4.55% 50.00%
47 9 6.82% 56.82%
48 8 6.06% 62.88%
49 8 6.06% 68.94%
50 10 7.58% 76.52%
51 8 6.06% 82.58%
52 1 0.76% 83.33%
53 6 4.55% 87.88%
54 8 6.06% 93.94%
55 0 0.00% 93.94%
56 3 2.27% 96.21%
57 0 0.00% 96.21%
58 0 0.00% 96.21%
59 4 3.03% 99.24%
60 1 0.76% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 132 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 30th Street East
Location: at Ave K-4
Between: Avenue K to Avenue K-8 Ref. # 263
Cumulative Date: 11/3/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:15 To 10:45
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 55
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 52
29 0 0.00% 0.00% Standard Deviation: 6
30 0 0.00% 0.00% Standard error of the mean: 0.49
31 0 0.00% 0.00% 50th Percentile: 52
32 0 0.00% 0.00% 85th Percentile: 58
33 0 0.00% 0.00% 97th Percentile: 65
34 0 0.00% 0.00% 10 Mile Pace: 43 to 52
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 55.70%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 0 0.00% 0.00%
39 3 2.01% 2.01%
40 3 2.01% 4.03%
41 0 0.00% 4.03%
42 3 2.01% 6.04%
43 6 4.03% 10.07%
44 3 2.01% 12.08%
45 5 3.36% 15.44%
46 8 5.37% 20.81%
47 12 8.05% 28.86%
48 7 4.70% 33.56%
49 12 8.05% 41.61%
50 3 2.01% 43.62%
51 6 4.03% 47.65%
52 21 14.09% 61.74%
53 2 1.34% 63.09%
54 0 0.00% 63.09%
55 10 6.71% 69.80%
56 3 2.01% 71.81%
57 11 7.38% 79.19%
58 9 6.04% 85.23%
59 5 3.36% 88.59%
60 6 4.03% 92.62%
61 3 2.01% 94.63%
62 3 2.01% 96.64%
63 0 0.00% 96.64%
64 0 0.00% 96.64%
65 2 1.34% 97.99%
66 1 0.67% 98.66%
67 0 0.00% 98.66%
68 1 0.67% 99.33%
69 0 0.00% 99.33%
70 1 0.67% 100.00%
Total: 149 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 30th Street East
Location: 1000' n/o Ave L
Between: Avenue K-8 to Avenue L Ref. # 264
Cumulative Date: 11/3/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 10:55 To 11:30
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 55
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 54
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.41
31 0 0.00% 0.00% 50th Percentile: 54
32 0 0.00% 0.00% 85th Percentile: 59
33 0 0.00% 0.00% 97th Percentile: 62
34 0 0.00% 0.00% 10 Mile Pace: 50 to 59
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 70.55%
36 0 0.00% 0.00% Comments:
37 0 0.00% 0.00%
38 0 0.00% 0.00%
39 3 2.05% 2.05%
40 3 2.05% 4.11%
41 0 0.00% 4.11%
42 0 0.00% 4.11%
43 0 0.00% 4.11%
44 0 0.00% 4.11%
45 0 0.00% 4.11%
46 9 6.16% 10.27%
47 3 2.05% 12.33%
48 3 2.05% 14.38%
49 3 2.05% 16.44%
50 6 4.11% 20.55%
51 9 6.16% 26.71%
52 9 6.16% 32.88%
53 21 14.38% 47.26%
54 9 6.16% 53.42%
55 13 8.90% 62.33%
56 15 10.27% 72.60%
57 3 2.05% 74.66%
58 9 6.16% 80.82%
59 9 6.16% 86.99%
60 6 4.11% 91.10%
61 3 2.05% 93.15%
62 6 4.11% 97.26%
63 1 0.68% 97.95%
64 1 0.68% 98.63%
65 0 0.00% 98.63%
66 0 0.00% 98.63%
67 0 0.00% 98.63%
68 1 0.68% 99.32%
69 0 0.00% 99.32%
70 1 0.68% 100.00%
Total: 146 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 35th Street East
Location: 300' n/o Ave I
Between: Avenue H-8 to Avenue I Ref. # 265
Cumulative Date: 11/3/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 1:50 To 2:30
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 3 2.75% 2.75%
27 12 11.01% 13.76% DATA ANALYSIS:
28 12 11.01% 24.77% Mean Speed: 32
29 21 19.27% 44.04% Standard Deviation: 5
30 9 8.26% 52.29% Standard error of the mean: 0.48
31 0 0.00% 52.29% 50th Percentile: 30
32 17 15.60% 67.89% 85th Percentile: 34
33 11 10.09% 77.98% 97th Percentile: 47
34 9 8.26% 86.24% 10 Mile Pace: 25 to 34
35 0 0.00% 86.24% % of Samples in 10-Mile Pace: 86.24%
36 0 0.00% 86.24% Comments:
37 0 0.00% 86.24%
38 0 0.00% 86.24%
39 3 2.75% 88.99%
40 0 0.00% 88.99%
41 6 5.50% 94.50%
42 0 0.00% 94.50%
43 0 0.00% 94.50%
44 0 0.00% 94.50%
45 0 0.00% 94.50%
46 0 0.00% 94.50%
47 3 2.75% 97.25%
48 0 0.00% 97.25%
49 0 0.00% 97.25%
50 3 2.75% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 109 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 35th Street East
Location: 1000 feet south of Avenue J-8
Between: Avenue J-8 to Avenue K Ref. # 266
Cumulative Date: 11/3 &12/1/21 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 2:40/2:00 To 3:10/2:30
21 0 0.00% 0.00% Recorder: DA/AY
22 0 0.00% 0.00% Posted Speed: 40
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 40
29 0 0.00% 0.00% Standard Deviation: 4
30 1 0.92% 0.92% Standard error of the mean: 0.38
31 1 0.92% 1.83% 50th Percentile: 39
32 0 0.00% 1.83% 85th Percentile: 45
33 2 1.83% 3.67% 97th Percentile: 48
34 3 2.75% 6.42% 10 Mile Pace: 36 to 45
35 4 3.67% 10.09% % of Samples in 10-Mile Pace: 78.90%
36 14 12.84% 22.94% Comments:
37 8 7.34% 30.28%
38 9 8.26% 38.53%
39 13 11.93% 50.46%
40 8 7.34% 57.80%
41 11 10.09% 67.89%
42 8 7.34% 75.23%
43 4 3.67% 78.90%
44 1 0.92% 79.82%
45 10 9.17% 88.99%
46 4 3.67% 92.66%
47 1 0.92% 93.58%
48 5 4.59% 98.17%
49 2 1.83% 100.00%
50 0 0.00% 100.00%
51 0 0.00% 100.00%
52 0 0.00% 100.00%
53 0 0.00% 100.00%
54 0 0.00% 100.00%
55 0 0.00% 100.00%
56 0 0.00% 100.00%
57 0 0.00% 100.00%
58 0 0.00% 100.00%
59 0 0.00% 100.00%
60 0 0.00% 100.00%
61 0 0.00% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 109 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12 14
16Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 35th Street East
Location: at Ave K-4
Between: Avenue K to Avenue K-8 Ref. # 267
Cumulative Date: 11/3/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 3:15 To 3:45
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 48
29 0 0.00% 0.00% Standard Deviation: 7
30 1 1.32% 1.32% Standard error of the mean: 0.8
31 0 0.00% 1.32% 50th Percentile: 48
32 1 1.32% 2.63% 85th Percentile: 55
33 1 1.32% 3.95% 97th Percentile: 60
34 0 0.00% 3.95% 10 Mile Pace: 46 to 55
35 0 0.00% 3.95% % of Samples in 10-Mile Pace: 56.58%
36 3 3.95% 7.89% Comments:
37 2 2.63% 10.53%
38 0 0.00% 10.53%
39 1 1.32% 11.84%
40 3 3.95% 15.79%
41 0 0.00% 15.79%
42 4 5.26% 21.05%
43 1 1.32% 22.37%
44 3 3.95% 26.32%
45 5 6.58% 32.89%
46 5 6.58% 39.47%
47 7 9.21% 48.68%
48 5 6.58% 55.26%
49 5 6.58% 61.84%
50 3 3.95% 65.79%
51 2 2.63% 68.42%
52 4 5.26% 73.68%
53 3 3.95% 77.63%
54 2 2.63% 80.26%
55 7 9.21% 89.47%
56 1 1.32% 90.79%
57 0 0.00% 90.79%
58 2 2.63% 93.42%
59 2 2.63% 96.05%
60 1 1.32% 97.37%
61 2 2.63% 100.00%
62 0 0.00% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 76 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 1
2 3
4 5
6 7
8Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 35th Street East
Location: at James Ct
Between: Avenue K-8 to Avenue L Ref. # 268
Cumulative Date: 11/3/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 11:40 To 12:40
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 48
29 0 0.00% 0.00% Standard Deviation: 6
30 0 0.00% 0.00% Standard error of the mean: 0.72
31 0 0.00% 0.00% 50th Percentile: 49
32 0 0.00% 0.00% 85th Percentile: 53
33 0 0.00% 0.00% 97th Percentile: 58
34 0 0.00% 0.00% 10 Mile Pace: 45 to 54
35 0 0.00% 0.00% % of Samples in 10-Mile Pace: 65.71%
36 2 2.86% 2.86% Comments:
37 2 2.86% 5.71%
38 2 2.86% 8.57%
39 2 2.86% 11.43%
40 2 2.86% 14.29%
41 5 7.14% 21.43%
42 0 0.00% 21.43%
43 0 0.00% 21.43%
44 0 0.00% 21.43%
45 4 5.71% 27.14%
46 7 10.00% 37.14%
47 1 1.43% 38.57%
48 2 2.86% 41.43%
49 10 14.29% 55.71%
50 7 10.00% 65.71%
51 8 11.43% 77.14%
52 4 5.71% 82.86%
53 2 2.86% 85.71%
54 1 1.43% 87.14%
55 2 2.86% 90.00%
56 2 2.86% 92.86%
57 2 2.86% 95.71%
58 1 1.43% 97.14%
59 0 0.00% 97.14%
60 0 0.00% 97.14%
61 0 0.00% 97.14%
62 2 2.86% 100.00%
63 0 0.00% 100.00%
64 0 0.00% 100.00%
65 0 0.00% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 70 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 2
4 6
8 10
12Frequency
Spot Speed, mph
Frequency Distribution
CITY OF LANCASTER - PUBLIC WORKS DEPT./TRAFFIC DIV. SPOT SPEED STUDY Street: 40th Street East
Location: 1000 s/o Lancaster Blvd
Between: Lancaster Blvd to Avenue J Ref. # 269
Cumulative Date: 11/3/2021 Day: Wednesday
Speed Frequency Percent Percent Weather: Clear
20 0 0.00% 0.00% Hours: 12:50 To 1:20
21 0 0.00% 0.00% Recorder: DA
22 0 0.00% 0.00% Posted Speed: 50
23 0 0.00% 0.00% Remarks:
24 0 0.00% 0.00%
25 0 0.00% 0.00%
26 0 0.00% 0.00%
27 0 0.00% 0.00% DATA ANALYSIS:
28 0 0.00% 0.00% Mean Speed: 47
29 0 0.00% 0.00% Standard Deviation: 5
30 0 0.00% 0.00% Standard error of the mean: 0.36
31 1 0.51% 0.51% 50th Percentile: 47
32 0 0.00% 0.51% 85th Percentile: 52
33 0 0.00% 0.51% 97th Percentile: 59
34 0 0.00% 0.51% 10 Mile Pace: 41 to 50
35 0 0.00% 0.51% % of Samples in 10-Mile Pace: 67.86%
36 0 0.00% 0.51% Comments:
37 0 0.00% 0.51%
38 4 2.04% 2.55%
39 10 5.10% 7.65%
40 4 2.04% 9.69%
41 12 6.12% 15.82%
42 22 11.22% 27.04%
43 10 5.10% 32.14%
44 8 4.08% 36.22%
45 10 5.10% 41.33%
46 14 7.14% 48.47%
47 10 5.10% 53.57%
48 17 8.67% 62.24%
49 18 9.18% 71.43%
50 12 6.12% 77.55%
51 8 4.08% 81.63%
52 12 6.12% 87.76%
53 4 2.04% 89.80%
54 4 2.04% 91.84%
55 2 1.02% 92.86%
56 8 4.08% 96.94%
57 0 0.00% 96.94%
58 0 0.00% 96.94%
59 3 1.53% 98.47%
60 0 0.00% 98.47%
61 0 0.00% 98.47%
62 1 0.51% 98.98%
63 1 0.51% 99.49%
64 0 0.00% 99.49%
65 1 0.51% 100.00%
66 0 0.00% 100.00%
67 0 0.00% 100.00%
68 0 0.00% 100.00%
69 0 0.00% 100.00%
70 0 0.00% 100.00%
Total: 196 100%
spd_form.xls
0%
20%
40%
60%
80%
100%
120%Cumulative Frequency
Spot Speed, mph
Cumulative Frequency Distribution
0 5
10 15
20 25Frequency
Spot Speed, mph
Frequency Distribution

4. Radar Device Certification
(Kustom Falcon HR)

STAFF REPORT
City of Lancaster
PH 2
7/12/2022
JC
Date: July 12, 2022
To: Mayor Parris and City Council Members
From: Jeff Hogan, Senior Director - Development Services Mike Harne, Senior Manager - Transportation
Subject: Approval to Increase Solid Waste Handling Services Fee for Single-Family Dwellings, and Collection of Solid Waste Handling Services Fee for Single-Family Dwellings on the Tax Roll Pursuant to Section 5473 of the Health and Safety Code Recommendation:

Adopt Resolution No. 22-45, approving (1) increase to solid waste handling services fee for single-family dwellings, and (2) collection of solid waste handling services fee for single-family dwellings on the tax roll pursuant to section 5473 of the Health and Safety Code.

Fiscal Impact:

The City and Waste Management will amend our existing agreement stating the base rate for solid waste collection from a single-family dwelling be set at $37.55 per month.

Background:

In September 2016, Governor Brown set methane emissions reduction targets to reduce emissions of short‐lived climate pollutants (SLCP) for California. CalRecycle’s State Bill 1383, Short‐lived Climate Pollutants Organic Waste Regulations, requires everyone in California to recycle all organic waste, which includes paper, yard materials, food, cardboard and food‐soiled paper. The State requires residents to sort their organic waste, including recyclables from their trash, and to also have adequate access to organic waste recycling and recycling services. The State requirements also include that all organic materials be sent to organics processing facilities. This State required collection and distribution is a costlier process.

The City Council adopted Resolution No. 22-21 on May 24, 2022, initiating the process of analyzing and considering whether it should (a) increase the fee for solid waste handling services at single-family dwellings, and/or (b) elect to have the fee for solid waste handling services at single-family dwellings collected on the tax roll pursuant to section 5473 of the California Health and Safety Code.
9 7
7 Prior to increasing the fee for solid waste handling services at single-family dwellings, the City is required to satisfy the notice, hearing and other procedural requirements imposed by Proposition 218 (Cal. Const. art. XIII D, § 6) and the Proposition 218 Omnibus Implementation Act (Cal.

Gov’t Code §§ 53750-53758). Prior to electing to have the fee for solid waste handling services at single-family dwellings collected on the tax roll pursuant to section 5473 of the California Health and Safety Code, the City is required to do the following: (a) cause a written report (“Report”) to be prepared and filed with the City Clerk that contains a description of each parcel of real property receiving such services and facilities and the amount of the charge for each parcel for the year; (b) the City Clerk must mail and publish notice of the filing of the Report and of a time and place of hearing on the Report; (c) at the time and place of the noticed hearing, the City Council must hear and consider all objections or protests and may adopt the Report unless a majority protest exists.

The City has satisfied all of the foregoing requirements and staff now, in the absence of a majority protest, recommends the City Council adopt Resolution No. 22-XX for the reasons described in the written notice to property owners, discussed at the public hearing, and otherwise contained in the record.

HA/gb
Attachments:

Resolution No. 22-45
Exhibit A
RESOLUTION NO. 22-45

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
LANCASTER, CALIFORNIA, APPROVING (1) INCREASE TO

THE SOLID WASTE HANDLING SERVICES FEE FOR
SINGLE-FAMILY DWELLINGS AND (2) COLLECTION OF

SOLID WASTE HANDLING SERVICES FEE FOR SINGLE-

FAMILY DWELLINGS ON THE TAX ROLL PURSUANT TO
SECTION 5473 OF THE HEALTH AND SAFETY CODE
WHEREAS, the City Council (“City Council”) of the City of Lancaster (“City”) adopted Resolution No.22-21 on May 24, 2022, which generally authorized and directed the following: (a) the City Manager to take all action that is necessary for the City Council to consider and take action on a proposed increase to the fee for solid waste handling services at single-family dwellings; (b) the City Clerk to publish, mail notices, and take any other action required by Proposition 218 (Cal. Const. art. XIII D, § 6), the Proposition 218 Omnibus Implementation Act (Cal. Gov’t Code §§ 53750-53758), or any other applicable law; and (c) the City Manager to take all action that is necessary for the City Council to elect to have charges for solid waste handling services at single-family dwellings collected on the tax roll pursuant to section 5473 of the California Health and Safety Code; and
WHEREAS, a public hearing was held on July 12, 2022 (“Public Hearing”), at which the City Council provided all interested persons an opportunity to provide oral testimony and an opportunity to submit a written protest to either or both the proposed increase to the fee for solid waste handling services at single-family dwellings and/or election to have charges for solid waste handling services at single-family dwellings collected on the tax roll pursuant to section 5473 of the California Health and Safety Code; and
WHEREAS, written notice in the form attached hereto as Exhibit A and incorporated herein (the “Notice”) specifying the date, time, location, and purpose of the Public Hearing, as well as the right to protest, was mailed to affected property owners and published as required by Proposition 218, the Proposition 218 Omnibus Implementation Act, and section 5473 of the California Health and Safety Code; and
WHEREAS, the City Council received and caused the tabulation of all timely and duly submitted protests against the proposed increase to the fee for solid waste handling services at single-family dwellings and determined that a majority protest does not exist; and WHEREAS, the City Council received and caused the tabulation of all timely and duly submitted protests against the election to have charges for solid waste handling services at single- family dwellings collected on the tax roll pursuant to section 5473 of the California Health and Safety Code and determined that a majority protest does not exist; and WHEREAS, the City Council now finds it necessary to approve the proposed increase to the fee for solid waste handling services at single-family dwellings and finds it desirable to elect to have charges for solid waste handling services at single-family dwellings collected on the tax roll pursuant to section 5473 of the California Health and Safety Code. 2 5
9 7
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lancaster, California, as follows:

Section 1. Incorporation of Recitals . The foregoing recitals are true, correct, and constitute a substantive part of this Resolution.

Section 2. Fee Increase . The City Council hereby approves the increase to the fee for solid waste handling services at single-family dwellings and adopts the increased fee specified in the Notice attached hereto as Exhibit A.

Section 3. Tax Roll Billing . The City Council hereby approves the report that has been prepared and filed with the City Clerk pursuant to section 5473 of the California Health and Safety Code and hereby elects to have charges for solid waste handling services at single- family dwellings collected on the tax roll pursuant and subject to section 5473 of the California Health and Safety Code.

Section 4. Implementation of Resolution . The City Manager, or his designee, is authorized and directed to take all necessary action to implement the provisions of this Resolution.

Section 5. Severability . The provisions of this Resolution are severable, and it is the legislative intention to confer upon the whole or any part of the Resolution the powers herein provided. If any provision of this Resolution shall be held unconstitutional by any court of competent jurisdiction, the decision of such court shall not affect or impair any remaining provisions of the Resolution. It is hereby declared to be the legislative intent that this Resolution would have been adopted had such unconstitutional provision not been included herein.

Section 6. Effective Date. This Resolution shall take effect immediately upon its adoption.
2 5
9 7
PASSED, APPROVED, and ADOPTED this 12TH day of June, 2022, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

ATTEST: APPROVED:

ANDREA ALEXANDER R. REX PARRIS
City Clerk Mayor
City of Lancaster City of Lancaster

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) ss

CITY OF LANCASTER )

CERTIFICATION OF RESOLUTION

CITY COUNCIL
I, __________________________, ________________________ City of Lancaster, California, do hereby certify that this is a true and correct copy of the original Resolution No. 22-45, for which the original is on file in my office.

Lancaster City CouncilJuly 12, 2022

Lancaster City Council
July 12, 2022