13206 search results for DESIGN
SPI-455-160
Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Detailing Manual (SDM); Structures Design Guidelines (SDG); Fiber Reinforced Polymer Guidelines (FRPG) Design Assumptions and Limitations Standard piles are designed to have 1000 psi uniform compression after prestress losses without any applied loads. The piles are designed to have 0.0 psi tension using a load factor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-455-160.pdf?sfvrsn=13ddc43b_1SPI-455-060
Standard Plans Instructions Topic No. 625-010-003 Index 455-060 60" Prestressed Concrete Cylinder Pile FY 2025-26 1 Index 455-060 60" Prestressed Concrete Cylinder Pile Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Detailing Manual (SDM); Structures Design Guidelines (SDG) Design Assumptions and Limitations Standard piles are designed to have 1000 psi uniform compression after prestress losses without any applied loads. The piles are designed to have 0.0 psi
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-455-060.pdf?sfvrsn=f52b4cfc_1SPI-455-054
Standard Plans Instructions Topic No. 625-010-003 Index 455-054 54" Precast / Post-Tensioned Concrete Cylinder Pile FY 2025-26 1 Index 455-054 54" Precast / Post-Tensioned Concrete Cylinder Pile Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Detailing Manual (SDM); Structures Design Guidelines (SDG) Design Assumptions and Limitations Standard piles are designed, are designed to have 0.0 psi tension using a load factor of 1.5 times the pile self weight during
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-455-054.pdf?sfvrsn=d6d9c3a3_1SPI-455-154
-Tensioned Concrete Cylinder Pile Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Detailing Manual (SDM); Structures Design Guidelines (SDG); Fiber Reinforced Polymer Guidelines (FRPG) Design Assumptions and Limitations Standard piles are designed to have 1000 psi uniform compression after prestress losses without any applied loads. The piles are designed to have 0.0 psi
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-455-154.pdf?sfvrsn=fea0a6e4_1SPI-455-160
Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Detailing Manual (SDM); Structures Design Guidelines (SDG); Fiber Reinforced Polymer Guidelines (FRPG) Design Assumptions and Limitations Standard piles are designed to have 1000 psi uniform compression after prestress losses without any applied loads. The piles are designed to have 0.0 psi tension using a load factor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-455-160.pdf?sfvrsn=e78b28e4_1SPI-455-060
Standard Plans Instructions Topic No. 625-010-003 Index 455-060 60" Prestressed Concrete Cylinder Pile FY 2026-27 1 Index 455-060 60" Prestressed Concrete Cylinder Pile Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Detailing Manual (SDM); Structures Design Guidelines (SDG) Design Assumptions and Limitations Standard piles are designed to have 1000 psi uniform compression after prestress losses without any applied loads. The piles are designed to have 0.0 psi
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-455-060.pdf?sfvrsn=71ad610a_1SPI-455-160
Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Detailing Manual (SDM); Structures Design Guidelines (SDG); Fiber Reinforced Polymer Guidelines (FRPG) Design Assumptions and Limitations Standard piles are designed to have 1000 psi uniform compression after prestress losses without any applied loads. The piles are designed to have 0.0 psi tension using a load factor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-455-160.pdf?sfvrsn=7039a4da_1SPI-455-154
-Tensioned Concrete Cylinder Pile Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Detailing Manual (SDM); Structures Design Guidelines (SDG); Fiber Reinforced Polymer Guidelines (FRPG) Design Assumptions and Limitations Standard piles are designed to have 1000 psi uniform compression after prestress losses without any applied loads. The piles are designed to have 0.0 psi
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-455-154.pdf?sfvrsn=3f514232_1SPI-455-054
Standard Plans Instructions Topic No. 625-010-003 Index 455-054 54" Precast / Post-Tensioned Concrete Cylinder Pile FY 2026-27 1 Index 455-054 54" Precast / Post-Tensioned Concrete Cylinder Pile Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Detailing Manual (SDM); Structures Design Guidelines (SDG) Design Assumptions and Limitations Standard piles are designed, are designed to have 0.0 psi tension using a load factor of 1.5 times the pile self weight during
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-455-054.pdf?sfvrsn=543d2130_11450000.origind
) and Design Standards, Index No. 501 for these items. Alternate designs optimizing the selected geosynthetic materials may be submitted. For alternate designs, provide complete design calculations, , Geotechnical Design What other offices will be impacted by these changes? Are changes needed to the PPM, Design Standards, SDG, CPAM or other manual? No Are all references to external publications, )? Is a Design Bulletin, Construction Memo, or Estimates Bulletin needed? No Contact the State
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/1450000.origind.pdf?sfvrsn=e23ae526_0Section94V2-723cln
MASS CONCRETE MIX DESIGN Consider the following recommendations when selecting a concrete mix design, ) When possible, select concrete mix designs approved for 56 days in accordance, -cooling pipe system design when the calculated maximum and differential temperatures exceed, there is an adverse weather event. 9.4.10 PRE CONCRETE PRODUCTION MEETING The Specialty Engineer or designee, (4) Project Environmental Classifications (5) Mix Design Numbers of Mass Concrete to be Placed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section94v2-723cln.pdf?sfvrsn=e88444c1_2Section94V2-723
DESIGN Consider the following recommendations when selecting a concrete mix design: (1) Maximum, , select concrete mix designs approved for 56 days in accordance with Specifications Section 346, a post-cooling pipe system design when the calculated maximum and differential temperatures exceed, MEETING The Specialty Engineer or designee should participate in the pre concrete production meeting, Elements to be Cast (4) Project Environmental Classifications (5) Mix Design Numbers of Mass
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/redline/section94v2-723.pdf?sfvrsn=7296d4db_1FDOT Opens First In The Southeast Concrete Testing Facility on U.S. 301
effective concrete pavement designs throughout the state. The new concrete “test road” is the first, to test concrete pavement and base designs. Pavement testing equipment and monitors are strategically, in real time under live traffic, including heavy truck traffic. The concrete test road’s innovative design, “The information we collect will help us optimize concrete pavement designs for safety, longevity and cost, role in FDOT’s effort to identify the most effective concrete pavement designs throughout the state
https://www.fdot.gov/info/co/news/2023/031420232025FDM202SpeedMgmt
on very low-speed roadways with Design Speeds of 25 mph, are site specific, and must be designed, Topic #625-000-002 FDOT Design Manual 202 - Speed Management 202 Speed Management 202.1, design, rather than through speed management. 202.2 Speed Management Concepts Low-speed areas, , so curb lines are assumed to be fixed. January 1, 2025 1 Topic #625-000-002 FDOT Design Manual, strategies to a facility originally designed for high speeds. In town centers, respecting the existing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm202speedmgmt.pdf?sfvrsn=e528bd6e_22026FDM202SpeedMgmt
Topic #625-000-002 FDOT Design Manual January 1, 2026 202 - Speed Management 1 202 Speed, strategies appropriate to high-speed design, rather than through speed management. 202.2 Speed, FDOT Design Manual January 1, 2026 202 - Speed Management 2 The strategies shown in Table 202.3.1, to applying speed management strategies to a facility originally designed for high speeds. In town, FDOT Design Manual January 1, 2026 202 - Speed Management 3 202.2.1 Target Speed Target Speed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm202speedmgmt.pdf?sfvrsn=baf4a674_22026FDM202SpeedMgmt
Topic #625-000-002 FDOT Design Manual January 1, 2026 202 - Speed Management 1 202 Speed, strategies appropriate to high-speed design, rather than through speed management. 202.2 Speed, FDOT Design Manual January 1, 2026 202 - Speed Management 2 The strategies shown in Table 202.3.1, to applying speed management strategies to a facility originally designed for high speeds. In town, FDOT Design Manual January 1, 2026 202 - Speed Management 3 202.2.1 Target Speed Target Speed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm202speedmgmt.pdf?sfvrsn=539f53e3_3SPI-521-001
Index 521-001 Concrete Barrier Design Criteria FDOT Design Manual (FDM) ; AASHTO Roadside Design Guide , 4th Edition; AASHTO Manual for Assessing Safety Hardware (MASH) , Test Level 2 & 4 Criteria; AASHTO LRFD Bridge Design Specifications , 7th Edition. Design Assumptions and Limitations, concrete barrier segments for various conditions that will be used together to design a complete concrete barrier system on a project-specific basis. The design of concrete barrier requires
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-001.pdf?sfvrsn=b1036a08_2SPI-521-001
Index 521-001 Concrete Barrier Design Criteria FDOT Design Manual (FDM) ; AASHTO Roadside Design Guide , 4th Edition; AASHTO Manual for Assessing Safety Hardware (MASH) , Test Level 2 & 4 Criteria; AASHTO LRFD Bridge Design Specifications , 7th Edition. Design Assumptions and Limitations, concrete barrier segments for various conditions that will be used together to design a complete concrete barrier system on a project-specific basis. The design of concrete barrier requires
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-001.pdf?sfvrsn=aadaf7bc_1SPI-700-011
Standard Plans Instructions Topic No. 625-010-003 Index 700-011 Single Column Cantilever Ground Mounted Sings FY 2024-25 1 Index 700-011 Single Column Cantilever Ground Mounted Sign Design, ; Structures Manual (SM) Introduction, I.6 References; FDOT Design Manual (FDM) Design Assumptions, , FDM 261 , and the Structures Manual (SM) , Volume 3. Design Wind Speed is 110 MPH. Foundation designs are based on the following conservative soil criteria which cover the majority of soil
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-700-011.pdf?sfvrsn=2a3e3914_2SPI-700-011
Standard Plans Instructions Topic No. 625-010-003 Index 700-011 Single Column Cantilever Ground Mounted Sings FY 2025-26 1 Index 700-011 Single Column Cantilever Ground Mounted Sign Design, ; Structures Manual (SM) Introduction, I.6 References; FDOT Design Manual (FDM) Design Assumptions, , FDM 261 , and the Structures Manual (SM) , Volume 3. Design Wind Speed is 110 MPH. Foundation designs are based on the following conservative soil criteria which cover the majority of soil
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-700-011.pdf?sfvrsn=9b9b1492_1