13206 search results for DESIGN
SPI-425-030Series
FY 2026-27 1 Index 425-030 through 425-032 Barrier Inlets Design Criteria and Guidance FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions, (Index 425-031 Detail A, Sheet 2) are installed. Do not place inlets in a designated pedestrian travel way. Design Adjacent Barrier Inlets with minimum depths when located in embankments constructed, and Design during design and construction of storm water systems within anchored wall systems. Grates
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-425-030series.pdf?sfvrsn=c15fd1d2_19160201.origind
o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): S tructures Design staff contacted (name): W i l l t h e p r o posed revision involve PPM changes? Yes No Roadway Design staff contacted (name): W i l l t h e p r o posed revision involve CPAM, h i s r evision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, . 3.AllPGasphaltbindershavingahightemperature designation of PG 67 or lower shall be prepared without modification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/9160201.origind.pdf?sfvrsn=5612bd03_09160000.origind
o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): S tructures Design staff contacted (name): W i l l t h e p r o posed revision involve PPM changes? Yes No Roadway Design staff contacted (name): W i l l t h e p r o posed revision involve CPAM, h i s r evision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, T 315-12) shall be 67ºC. 3.AllPGasphaltbindershavingahightemperature designation of PG 67 or lower
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9160000.origind.pdf?sfvrsn=78a70e8f_0Highway Traffic Noise
Barrier Design Handbook (June 2017)This document provides: (1) guidelines on designing a noise, attain the Noise Reduction Design Goal (NRDG) of 7 dB(A) for at least one benefited receptor, reasonableness is $40 per square foot (sq. ft.). The noise barrier must meet design/construction, documents for current and recent past FDOT projects. Florida Design Manual, Chapter 264 "Noise Barriers, analysis, reasonableness and feasibility determinations, design and public involvement
https://www.fdot.gov/environment/oem-divisions/eng/highway-traffic-noise302 Title VI
Engagement Community engagement activities should be designed to reach all segments of an affected, and decision-making processes. When designing and implementing the community engagement strategy
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/public-engagement-resource-guide/302-title-vi.pdf?sfvrsn=a70f7c10_5BUS AND BUS FACILITIES FORMULA PROGRAM GUIDANCE
the recipient designation process. The state or designated recipient’s responsibilities include, I–1 4. Designated Recipient and State Role in Program Administration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I –2 5. Designated Recipients, States, and Subrecipient, ..................................................................................... IV–2 CHAPTER PAGE 4. Role of Designated Recipient and Metropolitan, V – 3 5 . Multiple Designated Recipients in Large UZAs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/federal-transit-administration-circulars/bus-and-bus-facilities-formula-program-guidance_bd06890d-6dd6-4fbd-b1e5-1cbe62ab8d10.pdf?sfvrsn=7f3400f9_24300201-122origind
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, such that the manufacturer’s marks designating “top” and “bottom” of the pipe are not more than five
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/4300201-122origind.pdf?sfvrsn=db103821_24300100.origind
No Office Staff Contacted Standard Plans 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, reinforcement is used, install the pipe in a position such that the manufacturer’s marks designating “top
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/4300100.origind.pdf?sfvrsn=a85aaa79_0SPI-455-001
2024-25 1 Index 455-001 Series Concrete Piles Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Detailing Manual (SDM); Structures Design Guidelines (SDG) Design Assumptions, , 455-012, 4555-014, 455-018, 455-024, 455-030 and 455-031. Standard piles are designed to have 1000, stresses that occur during typical driving. The piles are designed to have 0.0 psi tension using a load, Design Aids Standard Plans Instructions Topic No. 625-010-003 Index 455-001 Series Concrete Piles FY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-455-001.pdf?sfvrsn=f954793b_120230815_450547-1_SR 93_10190
was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, but the total thickness was not determined. Lane Designations - Decreasing MP Lane Designations, was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, but the total thickness was not determined. Lane Designations - Decreasing MP Lane Designations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20230815_450547-1_sr-93_10190.pdf?sfvrsn=c4a9ef83_120240607_447287-1_SR 25 and SR 80_07030
): 2.196 3. Stabilization thickness was checked on 10% of the coring locations. For pavement design, Turn Lane RL/RR - Left/Right Turn Lane Lane Designations - Decreasing MP Lane Designations, : 07030000 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/07/20240607_447287-1_sr-25-and-sr-80_07030.pdf?sfvrsn=6e60b388_16490403.origind
o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): S tructures Design staff contacted (name): W i l l t h e p r o posed revision involve PPM changes? Yes No Roadway Design staff contacted (name): W i l l t h e p r o posed revision involve CPAM, h i s r evision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, poles, mast arms or monotube assemblies, the Contractor shall designate a responsible party
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/6490403.origind.pdf?sfvrsn=d8437f6b_0D0090000.do
of finished work, where the pay quantity is designated to be determined by calculation, the Engineer, on the plans; the station to station dimensions actually constructed within the limits designated, the neat lines shown on the plans or designated by the Engineer. The Engineer will use the method, for on the basis of area of finished work, where the pay quantity is designated to be the plan, by the ton [MT], the number of gallons [liters] will be determined assuming a mix design with 6.25% liquid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d0090000.do.pdf?sfvrsn=564555a9_0D0090000.DO
of finished work, where the pay quantity is designated to be determined by calculation, the Engineer, on the plans; the station to station dimensions actually constructed within the limits designated, the neat lines shown on the plans or designated by the Engineer. The Engineer will use the method, for on the basis of area of finished work, where the pay quantity is designated to be the plan, by the ton [MT], the number of gallons [liters] will be determined assuming a mix design with 6.25% liquid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d0090000.do3616fd0a27c84a5f8ecccbf624a699e9.pdf?sfvrsn=2733a76b_02024FDMD217DDI
Topic #625-000-002 FDOT Design Manual D217 - Diverging Diamond Interchanges D217 Diverging Diamond Interchanges D217.1 General The Developmental Design Criteria for diverging diamond interchanges can be found on the FDM Webpage at Developmental Design Criteria . See FDM 100 for more information and procedure for Developmental Design Criteria
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdmd217ddi.pdf?sfvrsn=107c099a_12024FDMD218PI
Topic #625-000-002 FDOT Design Manual D218 – Protected Intersections D218 Protected Intersections D218.1 General The Developmental Design Criteria for protected intersections can be found on the FDM Webpage at Developmental Design Criteria . See FDM 100 for more information and procedure for Developmental Design Criteria
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdmd218pi.pdf?sfvrsn=148c10be_12025FDMD217DDI
Topic #625-000-002 FDOT Design Manual D217 - Diverging Diamond Interchanges D217 Diverging Diamond Interchanges D217.1 General The Developmental Design Criteria for diverging diamond interchanges can be found on the FDM Webpage at Developmental Design Criteria. See FDM 100 for more information and procedures for Developmental Design Criteria
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdmd217ddi.pdf?sfvrsn=6a33d4a0_1SPI-700-012
Barrier Side-Mounted FY 2024-25 1 Index 700-012 Single Post Sign Support Barrier Side-Mounted Design, ; Structures Manual (SM) Introduction, I.6 References; Structures Design Guidelines (SDG) ; FDOT Design Manual (FDM) Design Assumptions and Limitations See notes on Index 700-012 , FDM 230 , FDM, Design Engineer and the State Structures Engineer, on a project-by-project basis. If approved, project specific details will be required in the Plans. When using Undercut Anchors, the designer must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-700-012.pdf?sfvrsn=9fd149d0_2SPI-700-012
Barrier Side-Mounted FY 2025-26 1 Index 700-012 Single Post Sign Support Barrier Side-Mounted Design, ; Structures Manual (SM) Introduction, I.6 References; Structures Design Guidelines (SDG) ; FDOT Design Manual (FDM) Design Assumptions and Limitations See notes on Index 700-012 , FDM 230 , FDM, Design Engineer and the State Structures Engineer, on a project-by-project basis. If approved, project specific details will be required in the Plans. When using Undercut Anchors, the designer must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-700-012.pdf?sfvrsn=467a952_1SPI-700-012
Barrier Side-Mounted FY 2026-27 1 Index 700-012 Single Post Sign Support Barrier Side-Mounted Design, ; Structures Manual (SM) Introduction, I.6 References; Structures Design Guidelines (SDG) ; FDOT Design Manual (FDM) Design Assumptions and Limitations See notes on Index 700-012 , FDM 230 , FDM, Design Engineer and the State Structures Engineer, on a project-by-project basis. If approved, project specific details will be required in the Plans. When using Undercut Anchors, the designer must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-700-012.pdf?sfvrsn=2170f5a7_1