13206 search results for DESIGN
SP4750000DB-723
features provided for in the Design and Construction Criteria and/or the Technical Proposal, entering the joint. This includes expansion devices that are designed to handle large expansions, or in the neoprene of elastomeric bearings; the bearing freezes or fails to allow the bridge to move as designed; or the bearing moves out or “walks out” of its designated position and; therefore, does not perform as designed. 475-3.3.4 Bridge Lighting/Electrical Systems: loose, substandard or failed wiring
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/design-build/sp4750000db-723.pdf?sfvrsn=5d225ba7_2SP4750000DB-722
features provided for in the Design and Construction Criteria and/or the Technical Proposal and subject, entering the joint. This includes expansion devices that are designed to handle large expansions, of elastomeric bearings; the bearing freezes or fails to allow the bridge to move as designed; or the bearing moves out or “walks out” of its designated position and; therefore, does not perform as designed. 475-3.3.4 Bridge Lighting/Electrical Systems: loose, substandard or failed wiring, conduit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/design-build/sp4750000db-722.pdf?sfvrsn=e53e2404_2SP47500000DB 1-22
features provided for in the Design and Construction Criteria and/or the Technical Proposal and subject, entering the joint. This includes expansion devices that are designed to handle large expansions, of elastomeric bearings; the bearing freezes or fails to allow the bridge to move as designed; or the bearing moves out or “walks out” of its designated position and; therefore, does not perform as designed. 475-3.3.4 Bridge Lighting/Electrical Systems: loose, substandard or failed wiring, conduit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/design-build/sp47500000db-1-22.pdf?sfvrsn=d75dec7c_2SP47500000DB-721
features provided for in the Design and Construction Criteria and/or the Technical Proposal and subject, entering the joint. This includes expansion devices that are designed to handle large expansions, of elastomeric bearings; the bearing freezes or fails to allow the bridge to move as designed; or the bearing moves out or “walks out” of its designated position and; therefore, does not perform as designed. 475-3.3.4 Bridge Lighting/Electrical Systems: loose, substandard or failed wiring, conduit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/design-build/sp47500000db-721.pdf?sfvrsn=ff1b9ef3_2SP4750000DB-724
bearings; the bearing freezes or fails to allow the bridge to move as designed; or the bearing moves out or “walks out” of its designated position and; therefore, does not perform as designed. 475-3.3.4, for in the Design and Construction Criteria and/or the Technical Proposal and subject to a Materials, . This includes expansion devices that are designed to handle large expansions and contractions, transformers and photocells. 475-3.3.5 Drainage Systems: grates that will not stay in position as designed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/design-build/sp4750000db-724.pdf?sfvrsn=30f98df9_2SP4750000DB-725
; the bearing freezes or fails to allow the bridge to move as designed; or the bearing moves out or “walks out” of its designated position and; therefore, does not perform as designed. 475-3.3.4 Bridge, for in the Design and Construction Criteria and/or the Technical Proposal and subject to a Materials, . This includes expansion devices that are designed to handle large expansions and contractions such as modular, and photocells. 475-3.3.5 Drainage Systems: grates that will not stay in position as designed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/design-build/sp4750000db-725.docx?sfvrsn=59e1cdb5_3SP4750000DB-726
; the bearing freezes or fails to allow the bridge to move as designed; or the bearing moves out or “walks out” of its designated position and; therefore, does not perform as designed. 475-3.3.4 Bridge, for in the Design and Construction Criteria and/or the Technical Proposal and subject to a Materials, . This includes expansion devices that are designed to handle large expansions and contractions such as modular, and photocells. 475-3.3.5 Drainage Systems: grates that will not stay in position as designed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/design-build/sp4750000db-726.docx?sfvrsn=95ad5ff5_1Dev475
or fails to allow the bridge to move as designed; or the bearing moves out or “walks out” of its designated position and; therefore, does not perform as designed. 475-3.3.4 Bridge Lighting, for in the Design and Construction Criteria and/or the Technical Proposal and subject to a Materials, devices that are designed to handle large expansions and contractions such as modular bridge, . 475-3.3.5 Drainage Systems: grates that will not stay in position as designed or that fail to collect
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/design-build/dev475.docx?sfvrsn=978aa692_64600101int
Affected Documents/Offices Contacted Yes/No Other Standard Plans No Florida Design Manual, offices does the change impact? Structures Design Office, Office of Construction What is the impact, ) load-carrying members or component: This designation refers, but is not limited, to the following, or straight) 2.Transverse floor beams 3.All truss members not designated as cross frames 3.Cross, of steel arches 5. 5.Bracing members subjected to and specifically designed for traffic live load
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/4600101int05146ff4-3141-4300-9fa7-96a4e4dc97a6.pdf?sfvrsn=396cff93_14600101ind
Affected Documents/Offices Contacted Yes/No Other Standard Plans No Florida Design Manual, offices does the change impact? Structures Design Office, Office of Construction What is the impact, ) load-carrying members or component: This designation refers, but is not limited, to the following, or straight) 2.Transverse floor beams 3.All truss members not designated as cross frames 3.Cross, of steel arches 5. 5.Bracing members subjected to and specifically designed for traffic live load
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/4600101ind.pdf?sfvrsn=c300de54_11040400int
and erosion and sediment control plans. Design Bulletin 24-01 Construction Memo 24-01. Reformat, : Other Affected Documents/Offices Contacted Yes/No Other Standard Plans No Florida Design Manual, /Contractors. Which FDOT offices does the change impact? Design and Construction What is the impact, and Sediment Control Designer and Reviewer Manual (E&SC Manual) to control erosion and sediment, , and chemical treatment. For design details for some of these devices, refer to the E&SC Manual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/1040400int.pdf?sfvrsn=e8e24fde_1SPI-536-002
for Existing Bridges Design Criteria NCHRP Report 350 ; AASHTO LRFD Bridge Design Specifications , 6th Edition, Section 13; AASHTO Roadside Design Guide , 4 th Edition; Structures Design Guidelines (SDG); FDOT Design Manual (FDM) Design Assumptions and Limitations Index 536-002 contains details, on the shapes and designs of the existing bridge traffic railings, approach slabs, and end bent wing walls, hazards, extend the guardrail following the Length-of-Need method of the AASHTO Roadside Design Guide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-536-002.pdf?sfvrsn=3d53290a_1SPI-536-002
for Existing Bridges Design Criteria NCHRP Report 350 ; AASHTO LRFD Bridge Design Specifications , 6th Edition, Section 13; AASHTO Roadside Design Guide , 4 th Edition; Structures Design Guidelines (SDG) ; FDOT Design Manual (FDM) Design Assumptions and Limitations Index 536-002, in the plans based on the shapes and designs of the existing bridge traffic railings, approach slabs, of the AASHTO Roadside Design Guide. NOTE: The downstream connection stationing provided
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-536-00283dd0569-746d-4dfc-b98f-c7a17bcdd9b4.pdf?sfvrsn=29ffb576_2SPI-536-002
for Existing Bridges Design Criteria NCHRP Report 350; AASHTO LRFD Bridge Design Specifications, 6th Edition, Section 13; AASHTO Roadside Design Guide, 4 th Edition; Structures Design Guidelines (SDG); FDOT Design Manual (FDM) Design Assumptions and Limitations Index 536-002 contains details, on the shapes and designs of the existing bridge traffic railings, approach slabs, and end bent wing walls, , extend the guardrail following the Length-of-Need method of the AASHTO Roadside Design Guide. NOTE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-536-002.pdf?sfvrsn=78ab9ce6_1MPOAC-FreightPriorityProgram-StaffDirectors-06072018
by the FDOT 3 Process Over view • Process designed to ensure all projects included on the list, submitted have a PD&E completed, underway, or planned • 33 of 37 projects are on designated SIS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac/uploads/filebase/november_6-7._2017_documents/mpoac-freightpriorityprogram-staffdirectors-06072018_afd18a2b-8a71-47ec-bd77-ac733df0b240.pdf?sfvrsn=9631dd98_2MPOAC-FreightPriorityProgram-GoverningBoard-06072018
Process Over view • Process designed to ensure all projects included on the list were reviewed, completed, underway, or planned • 33 of 37 projects are on designated SIS roadways, 10
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac/uploads/filebase/november_6-7._2017_documents/mpoac-freightpriorityprogram-governingboard-06072018_9b34b86f-fb3c-4124-a6b3-1d133a5fa72d.pdf?sfvrsn=e5557de1_2MPOAC-FreightPriorityProgram-GoverningBoard-06072018_2
Process Over view • Process designed to ensure all projects included on the list were reviewed, completed, underway, or planned • 33 of 37 projects are on designated SIS roadways, 10
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/mpoac-freightpriorityprogram-governingboard-06072018_2.pdf?sfvrsn=4b4e77ca_1MPOAC-FreightPriorityProgram-StaffDirectors-06072018_2
by the FDOT 3 Process Over view • Process designed to ensure all projects included on the list, submitted have a PD&E completed, underway, or planned • 33 of 37 projects are on designated SIS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/mpoac-freightpriorityprogram-staffdirectors-06072018_2.pdf?sfvrsn=d100ea24_1SSM1103000-721
equipment designed for mechanized removal of litter and debris. Demonstrate satisfactory results, , and incidentals necessary to complete designated areas of litter and debris removal, less any areas
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/maintenance/finalized/ssm1103000-721.pdf?sfvrsn=18852e56_2SS1103000-i16477
designed for mechanized removal of litter and debris. Demonstrate satisfactory results at no cost, necessary to complete designated areas of litter and debris removal, less any areas omitted. Payment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/maintenance/finalized/ss1103000-i16477.docx?sfvrsn=885a84ea_2