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during planning, project development, design, construction, and maintenance. Defining Stakeholders, be designated as Green Lodging facilities by the Florida Department of Environmental Protection, , municipalities, and counties at least 180 days before the design of the project is finalized, be held in the jurisdiction where the project is located before completing the design phase, owners 20 days prior to design hearings. Notices must be published twice, the first notice being
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/public-involvement/public-engagement-resource-guide/combined-pih---perg-12102025.pdf?sfvrsn=74f5a721_4ADA
ADA DESIGN CONSTRU C T I O N & MAINTENANCE SAFETY & ACCESSIBILITY! 2 Brief History of the A DA FDOT Design Manual (FDM) FDOT Standard Plans FDOT Standard Specifications FDOT Maintenance Rating Program Handbook (MRP) SAFETY & ACCESSIBILITY! 3 Brief History of the A DA FDOT Design, SAFETY & ACCESSIBILITY! 8 Brief History of the A DA FDOT Design Manual (FDM) FDOT Standard Plans, for the design of pedestrian facilities on the S tate H ighway S ystem. The term “ pedestrian ” used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/ada.pdf?sfvrsn=789d0fd_1SS9160000
AASHTO T-315 shall be 67ºC. 6.AllPGasphaltbindershavingahightemperature designation of PG 67 or lower shall be prepared without modification. 7.AllPGasphaltbindershavingahightemperature designation, limestone. Where PG binder is used in mixes containing reclaimed asphalt pavement (RAP, , the original PG binder grade, the modifier product designation, and amount added shall be indicated, binder LOT designation, the customer name, the delivery location, a statement that the binder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9160000.pdf?sfvrsn=269bd466_0SS9160000
Rheometer test AASHTO T 315 shall be 67ºC. 6.AllPGasphaltbindershavingahightemperature designation of PG, designation higher than PG 67 shall be produced with a styrene-butadiene-styrene (SBS) or styrene, limestone. Where PG binder is used in mixes containing reclaimed asphalt pavement (RAP, binders, the original PG binder grade, the modifier product designation, and amount added shall, grade (including QPL number), PG binder LOT designation, the customer name, the delivery location
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss9160000.pdf?sfvrsn=8d3fb2eb_0SS9160000
315 shall be 67ºC. 4. All PG asphalt binders having a high temperature designation of PG 67 or lower, designation higher than PG 67 shall be produced with a styrene-butadiene-styrene (SBS) or styrene, reclaimed asphalt pavement (RAP), the requirements of 334-2.3.4 must also be met. 916-1.2 Qualified, PG binder grade, the modifier product designation, and amount added shall be indicated, grade (including QPL number), PG binder LOT designation, the customer name, the delivery location
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9160000.pdf?sfvrsn=fce225b5_0SS9160000
AASHTO T 315 shall be 67ºC. 4. All PG asphalt binders having a high temperature designation of PG 67, designation higher than PG 67 shall be produced with a styrene-butadiene-styrene (SBS) or styrene, reclaimed asphalt pavement (RAP), the requirements of 334-2.3.4 must also be met. 916-1.2, , the original PG binder grade, the modifier product designation, and amount added shall be indicated, binder grade (including QPL number), PG binder LOT designation, the customer name, the delivery
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9160000.pdf?sfvrsn=d7d3935b_05500000SS
and braces. For metal posts and braces, meet the requirements of the Design Standards. For recycled plastic, the requirements of the Design Standards. 550-3.2 Type B Fence (Chain-Link): For the posts, braces, fabric and all accessories other than the concrete for bases, meet the requirements of the Design, of this Section, Section 6 and the Design Standards. Provide the Engineer a copy of the certification, that the fencing system, materials and construction practices comply with the applicable Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/5500000ss.pdf?sfvrsn=fbf46e6d_05500000SS
and braces. For metal posts and braces, meet the requirements of the Design Standards. For recycled plastic, the requirements of the Design Standards. 550-3.2 Type B Fence (Chain-Link): For the posts, braces, fabric and all accessories other than the concrete for bases, meet the requirements of the Design, of this Section, Section 6 and the Design Standards. Provide the Engineer a copy of the certification, that the fencing system, materials and construction practices comply with the applicable Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/5500000ss.pdf?sfvrsn=d81630ff_02870000SS
. ConstructAsphaltTreatedPermeable Base (ATPB) and Outlet Pipe for use under concrete pavement, in accordance with the details shown in the plans and the Design Standards, Index No. 287. Meet the plant and equipment, . Use a mix design verified by the Engineer. 287-3.2MixDesign:Submit a proposed mix design along, the scheduled start of production. Establish the design asphalt content within the range of 2.0-3.0, ± 12.00 (1) Tolerances for sample size of n = 1 from the verified mix design 287-5.1 Individual Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/2870000ss.pdf?sfvrsn=d17542aa_02870000SS
. ConstructAsphaltTreatedPermeable Base (ATPB) and Outlet Pipe for use under concrete pavement, in accordance with the details shown in the plans and the Design Standards, Index No. 287. Meet the plant and equipment, . Use a mix design verified by the Engineer. 287-3.2MixDesign:Submit a proposed mix design along, the scheduled start of production. Establish the design asphalt content within the range of 2.0-3.0, ± 12.00 (1) Tolerances for sample size of n = 1 from the verified mix design 287-5.1 Individual Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/2870000ss.pdf?sfvrsn=3451f976_0FDOTConnectOBM-Version2
Design & Modeling Course Guide PRODUCTION SUPPORT CADD OFFICE TALLAHASSEE, FLORIDA HTTP, : Introduction to Model-Centric Wo r kflows Bridge Design & Modeling Description The training, -world detailing and design examples using the concepts in the course. Examples of data migration, . Objectives This course includes but is not limited to: • OBM and OpenRoad Designer ( ORD ), Hierarchy, Migration • Worksets for Project Management and Discipline Connectivity • Design Files and Models
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/documentation/fdotconnecttraining/obm/fdotconnectobm-version2.pdf?sfvrsn=929a5c93_122024nov-thu03-TruckParkingTheChallange
, successes, and lessons learned from system design and deployment experiences Holly Cohen FDOT Freight, PA R K I N G CAPACITY Key Fa c tor: # of spaces may change as many projects are still in design SPOT L I G H T P ROJECT Currently in Design Phase SPOT L I G H T P ROJECT Marie Tu c ker FDOT, that included: ◆ Conceptual design ◆ Environmental screening ◆ Cost estimates High Impact: Considerable ROW acquisition required for additional pavement and drainage. Additional concept plans have
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-november/2024nov-thu03-truckparkingthechallange.pdf?sfvrsn=23bb22b4_12024nov-thu03-TruckParkingTheChallange
, successes, and lessons learned from system design and deployment experiences Holly Cohen FDOT Freight, PA R K I N G CAPACITY Key Fa c tor: # of spaces may change as many projects are still in design SPOT L I G H T P ROJECT Currently in Design Phase SPOT L I G H T P ROJECT Marie Tu c ker FDOT, that included: ◆ Conceptual design ◆ Environmental screening ◆ Cost estimates High Impact: Considerable ROW acquisition required for additional pavement and drainage. Additional concept plans have
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024nov-thu03-truckparkingthechallange.pdf?sfvrsn=a4a9f6c5_120160128_Joint_Mtg_Minutes
of highway design criteria. It also instructs DOT to designate national electric vehicle charging, or design) for environmental matters. FDOT would be responsible for reviewing, approving, Gather and track biking and walking data Use designs that are appropriate to the context, for the planning area and pavement and bridge performance measures in the Highway Asset, , and are encouraged to develop Freight Advisory Committees. It requires the designation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2016/20160128_joint_mtg_minutes.pdf?sfvrsn=323ac319_1Standard Plans - FY 2020-21 Interim Revisions
Design Information Instructions Design Tools Data Table Cell Library Borderless DGNs Associated Design Bulletin 102-600 All General Information for Traffic Control Through Work Zones N/C N/A N/A N, Pavement Markings N/C N/A N/A N/A OODB21-02 Interim Revisions for Bridge Construction Interim Revision Reference Number Revised Sheets Index Title Design Information Instructions Design Tools Data Table Cell Library Borderless DGNs Associated Design Bulletin 455-003 1 of 1 Square Prestressed
https://www.fdot.gov/design/standardplans/2021/Interim.shtmSPI-570Series
FY 2026-27 1 Indexes 570-001 and 570-010 Performance Turf Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM); Drainage Design Guide (DDG) Design Assumptions and Limitations Refer, minor shoulder rework is needed to maintain a pavement edge drop-off between ½ to 1 inch, mile of shoulder amount in the Summary of Earthwork Design Notes column. Cut sod width may vary, shown on Index 570-010 Coordinate with the District Roadway Design Office. Wildflowers destroyed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-570series.pdf?sfvrsn=ab74a8bc_1SS4000100
members, with the exception of pavement and incidental concrete construction (which are specified, decks between beams and between the webs of individual box girders when designated in the plans, design calculations for the forming system, which have been signed and sealed by the Specialty Engineer, is responsible for the performance of the stay-in-place forms. Structures designed, detailed, , the Contractor is responsible and shall obtain the approval of the Engineer for any changes in design, etc
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4000100.pdf?sfvrsn=39c95be6_044893815201-DrainageReportTechMemo
DRAINAGE DESIGN TECHNICAL MEMORANDUM SR 25 (US 27) From Stitt Ranch to Flaghole Road FPID, Stitt Ranch Road to Flaghole Road FPID NO.: 448938-1-52-01 REPORT: Drainage Design Technical, .......................................................................................................................... 4 3. PROPOSED DESIGN, Design, REVIEW DOCUMENTATION Field Review Photos APPENDIX E DRAINAGE DESIGN CALCULATIONS Stormwater
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-drainagereporttechmemo.pdf?sfvrsn=ac09d94_1570-010FHWAReviewPkg
be flush with, higher than or lower than the existing edge of pavement or paved shoulder. Trenching, or mixing, will be necessary when existing turf is flush with or higher than adjacent pavement. Shoulder dropoff soil will be necessary when existing turf is lower than the adjacent pavement., 6. When, No FDOT Design Manual Ben Gerrell Yes Standard Specifications Daniel Strickland Yes Basis, " · is rural or is urban without curb and gutter · of shoulder pavement is resurfacing, widening
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/570-010fhwareviewpkg.pdf?sfvrsn=181db84a_1570-010FHWAApproved
be flush with, higher than or lower than the existing edge of pavement or paved shoulder. Trenching, or mixing, will be necessary when existing turf is flush with or higher than adjacent pavement. Shoulder dropoff soil will be necessary when existing turf is lower than the adjacent pavement., 6. When, No FDOT Design Manual Ben Gerrell Yes Standard Specifications Daniel Strickland Yes Basis, " · is rural or is urban without curb and gutter · of shoulder pavement is resurfacing, widening
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/570-010fhwaapproved.pdf?sfvrsn=2f68234a_1