13214 search results for DESIGN
6410000SS
) listed on the QPL. Ensure that each pole is permanently and legibly marked in accordance with Design, to the site designated in the Contract Documents. 641-5.4 Install: The Contract unit price for Prestressed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/6410000ssba85ded2a36c4654b1b2238518962158.pdf?sfvrsn=233d2d4_06410000SS
. Ensurethateachpoleispermanently and legibly marked in accordance with Design Standards, Index, and shipping, handling, and delivery of the pole to the site designated in the Contract Documents
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/6410000ss.pdf?sfvrsn=17b878e0_0SS2340100
234 SUPERPAVE ASPHALT BASE. (REV 6-11-10) (FA 8-16-10) (1-11) ARTICLE 234-1 (Page 218) is deleted and the following substituted: 234-1 Description. Construct a Superpave Asphalt Concrete base course as defined in these Specifications. Base course mixes are designated as B-12.5. The Contractor may use a Type SP-12.5 mixture, (Traffic Level B or C) in lieu of a Type B-12.5. ARTICLE 234-5, thickness or individual layer thickness) G mm = Maximum specific gravity from the verified mix design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss2340100.pdf?sfvrsn=ccad7592_0SS2340100
234 SUPERPAVE ASPHALT BASE. (REV 5-19-11) (FA 8-4-11) (1-12) ARTICLE 234-1 (Page 218) is deleted and the following substituted: 234-1 Description. Construct a Superpave Asphalt Concrete base course as defined in these Specifications. Base course mixes are designated as B-12.5. The Contractor may use a Type SP-12.5 mixture, (Traffic Level B or C) in lieu of a Type B-12.5. ARTICLE 234-4, = Maximum specific gravity from the verified mix design The weight of the mixture shall be determined
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss2340100.pdf?sfvrsn=9f76b6f5_0SS5770000
resulting from the reworking procedure in areas designated by the Engineer. Provide and maintain, and Design Standard Index 104. 577-3.4 Additional Material: Add and spread, borrow material to conform
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/finalized/ss5770000.pdf?sfvrsn=16aba323_1FDOTSS4DesignSurveyWorkflow2of3QA
1 Q&A for . . . October 28, 2015 FDOTSS4 Design Survey Workflow (2 of 3) Q: Where can I find the recording, power point and questions & answers for this webinar? A: All webinars recorded for downloading from the Engineering/CADD Systems Office (ECSO) website, along with any electronic copies of power points, Q&A documents, or other attachments. http://www.dot.state.fl.us/ecso/downloads, by the filename? 2 A: QC is still done by filename and levels (critical/non-critical) designated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/fdotss4designsurveyworkflow2of3qa.pdf?sfvrsn=b698cd67_2FDOTSS4DesignSurveyWorkflow2of3QA-1633724881
1 Q&A for . . . October 28, 2015 FDOTSS4 Design Survey Workflow (2 of 3) Q: Where can I find the recording, power point and questions & answers for this webinar? A: All webinars recorded for downloading from the Engineering/CADD Systems Office (ECSO) website, along with any electronic copies of power points, Q&A documents, or other attachments. http://www.dot.state.fl.us/ecso/downloads, by the filename? 2 A: QC is still done by filename and levels (critical/non-critical) designated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/fdotss4designsurveyworkflow2of3qa-1633724881.pdf?sfvrsn=3c23b882_2SP4550000DB-722-AddChng origind
Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, Structures Foundations (Design Build). In accordance with Specification Development Procedures, we, and approved by the District Construction Engineer STRUCTURES FOUNDATIONS (DESIGN BUILD). (REV 127-14-21
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/sp4550000db-722-addchng-origind.pdf?sfvrsn=8656b756_2SP4550000DB-722origind
Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, (Design Build). In accordance with Specification Development Procedures, we are sending you a copy, Construction Engineer STRUCTURES FOUNDATIONS (DESIGN BUILD). (REV 107-2814-21) (FA 7-19-21) (71-22
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/sp4550000db-722origind.pdf?sfvrsn=368c4ff0_22024ExhibitsPart2
L = WS 2 60 FOR DESIGN SPEEDS ≤ 40 mph FOR DESIGN SPEEDS ≥ 45 mph L = WS S = DESIGN SPEED, FOR DESIGN SPEEDS ≤ 40 mph FOR DESIGN SPEEDS ≥ 45 mph L = WS S = DESIGN SPEED, mph W = WIDTH OF LATERAL TRANSITION, FEET WHERE: L = LENGTH OF TAPER, FEET L = WS 2 60 FOR DESIGN SPEEDS ≤ 40 mph FOR DESIGN SPEEDS ≥ 45 mph L = WS S = DESIGN SPEED, mph W = WIDTH OF LATERAL TRANSITION, FEET WHERE: L = LENGTH OF TAPER, FEET superelevation. in normal crown may be used with design speeds
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024exhibitspart2.pdf?sfvrsn=b9313ce8_1SPI-125-001
Standard Plans Instructions Topic No. 625-010-003 Index 125-001 Utility Adjustments Thru Existing Pavement FY 2024-25 1 Index 125-001 Utility Adjustments Thru Existing Pavement Design Criteria N/A Design Assumptions and Limitations Index 125-001 provides the minimum requirements for the excavation and backfill of utilities placed below existing pavement on the State Highway System, including requirements for replacement of the pavement. Index 125-001 is intended to be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-125-001.pdf?sfvrsn=5509de9b_1SPI-521-512
Standard Plans Instructions Topic No. 625-010-003 Index 521-512 Concrete Barrier /Noise Wall Junction Slab FY 2024-25 1 Index 521-512 Concrete Barrier /Noise Wall Junction Slab Design Criteria See Instructions for Index 521-510. Design Assumptions and Limitations Use this Standard with Index 521-510 when the Concrete Barrier/ Noise Wall (8'-0") is installed on a retaining wall. If walls greater than 8 feet tall are required contact SDO. Plan Content Requirements See Instructions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-521-512.pdf?sfvrsn=41eb3cc8_1SPI-141-T01
Standard Plans Instructions Topic No. 625-010-003 Index 141-T01 Settlement Plate FY 2024-25 1 Index 141-T01 Settlement Plate Design Criteria FDOT Soils & Foundations Handbook ( S&FH ) Design Assumptions and Limitations Index 141-T01 includes the details for the Department standard settlement plate assembly for settlement monitoring. For additional information on settlement monitoring and use of this Index, refer to the S&FH , Chapter 7 The use of Index 141-T01 requires
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-141-t01.pdf?sfvrsn=608fb83_2SPI-508-T01
Standard Plans Instructions Topic No. 625-010-003 Index 508-T01 Traffic Control Devices for Movable Span Bridge Signals FY 2024-25 1 Index 508-T01 Traffic Control Devices for Movable Span Bridge Signals Design Criteria Traffic Engineering Manual (TEM); Manual on Uniform Traffic Control Devices (MUTCD) Design Assumptions and Limitations Index 508-T01 provides typical applications of traffic control devices for movable span bridges. See Notes on Index 508-T01 . The use of Index
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-508-t01.pdf?sfvrsn=744ed856_2SPI-546Series
Standard Plans Instructions Topic No. 625-010-003 Indexes 546-010 and 546-020 Ground-In Rumble Strips FY 2024-25 1 Indexes 546-010 and 546-020 Ground-In Rumble Strips Design Criteria FDOT Design Manual (FDM) Usage Criteria Limited Access – See FDM 211.4.4. Arterials and Collectors – See FDM 210.4.6. Plan Content Requirements See FDM 940 for plan content requirements. Payment Item number Item Description Unit Measure 546- 72- A Ground-In Rumble Strips GM See the BOE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-546series.pdf?sfvrsn=be13c551_3SPI-548-020
-Permanent FY 2024-25 1 Index 548-020 MSE Retaining Wall Systems -Permanent Design Criteria AASHTO LRFD Bridge Design Specifications ; Structures Design Guidelines ( SDG) ; AASHTO-AGC-ARTBA Task, . Design Assumptions and Limitations 1. It is the responsibility of the Engineer of Record to determine, for the internal stability of the wall. External stability design, including foundation and slope, inlets present, design and analysis for both internal and external stability shall be considered. See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-548-020.pdf?sfvrsn=737d3512_2SPI-635-001
Standard Plans Instructions Topic No. 625-010-003 Index 635-001 Pull and Splice Boxes FY 2024-25 1 Index 635-001 Pull and Splice Boxes Design Criteria National Electrical Manufacturers Association (NEMA) and American National Standards Institute/Society of Cable Telecommunications Engineers (ANSI/SCTE) 77 2017 Specification Design Assumptions and Limitations Index 635-001 provides requirements for installation of buried pull and splice boxes. See Specification 635
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-635-001.pdf?sfvrsn=1c42fd27_2SPI-700-090
Standard Plans Instructions Topic No. 625-010-003 Index 700-090 Dynamic Message Sign Walk-In FY 2024-25 1 Index 700-090 Dynamic Message Sign Walk-In Design Criteria AASHTO LRFD Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals (LRFDLTS-1) ; Structures Manual (SM) , Volume 3, Design Assumptions and Limitations To be used in conjunction with Indexes 700-040 and 700-041. See notes Index 700-090 . See FDM 230 and 233. Plan Content
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-700-090.pdf?sfvrsn=a443eadc_2FGB Agenda-Sept 2024
Florida Greenbook Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways Advisory Committee Meeting Agenda Wednesday, September 18, 2024 2:00 PM – 3:00 PM Virtual Meeting Microsoft Teams Virtual Meeting Link 2:00 PM Welcome Derwood Sheppard 2:05 PM Introductions Advisory Committee 2:15 PM 2023 Florida Greenbook Updates and Concurrence, Jacqui Morris Florida Department of Transportation – Roadway Design Office
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/fgb-agenda-sept-2024.pdf?sfvrsn=83cc0bda_12022
Roadway Design FDOT Design Manual Subscribe to our, , memoranda, and other important information. Submit FDOT Design Manual (FDM) questions, comments, or suggestions by email to: DeWayne Carver, CNU-A 2022 FDOT Design Manual 2022 FDOT Design Manual, Forms Changed Form 267-A to Form 152-A 120 2.3.2Exhibit 120-1 1/21/2022 Design Submittals FDM 302.4, Documents Moved paragraph to be above the Blue Box 201 5.1.1 12/7/2021 Design Controls Changed "less
https://www.fdot.gov/roadway/fdm/errata/2022