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Safety Analysis Methods
impacts. ICE resources on this page include: • Manual on Intersection Control Evaluation • ICE Forms, • For data collection, use MUTS Forms 750-020-05a to 750-020-05h • Chapter 11: Rural Multilane Highways 750-020-21b • For data collection, use MUTS Forms 750-020-05a to 750-020-05h • Chapter 12: Urban and Suburban Arterials (2-5 lanes) 750-020-21c • For data collection, use MUTS Forms 750-020-05a, • For data collection, use MUTS Forms 750-020-05l to 750-020-05n • Chapters 18-19: Freeways, Interchange
https://www.fdot.gov/Safety/safetyengineering/safetyanalysismethods.shtmPD&E Manual 2024_FINAL_073124
1.10 FORMS, . PD&E Process Training is required for LAP agency certification. 1.10 F ORMS Forms required, applicable, for electronic forms that are available in FDOT’s Procedural Document Library . Topic, ................................................................................................ 2-21 2.4 FORMS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/2024/pd-e-manual-2024_final_073124.pdf?sfvrsn=746c6ea6_14000707int
substituted: 400-14 Removal of Forms. Use the table below as the criterion for minimum time or compressive strength required before removal of forms or supports. When using the time period criterion, , top slabs of culverts and bottom of caps, forms under sidewalks, and safety curb overhangs extending, , remove forms in accordance with Section346. ** Reference 400-16.4 ***Do not place additional load, removal, the Contractor may remove the forms. When the ambient air temperature falls 15ºF or more
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/4000707int.pdf?sfvrsn=51732925_1Part1_073124_clean
1.10 FORMS, . PD&E Process Training is required for LAP agency certification. 1.10 F ORMS Forms required, applicable, for electronic forms that are available in FDOT’s Procedural Document Library . Topic, ................................................................................................ 2-21 2.4 FORMS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/2024/part1_073124_clean.pdf?sfvrsn=8da79100_14000200-722FHWA
duration of 72 hours. If forms are loosened or removed before the 72 hour curing period is complete, not apply moisture manually. If side forms are loosened or removed during the curing period, extend, in the membrane seal which are detected during the curing period within one hour. If side forms are loosened during the curing period, maintain surface moisture and remove the forms within one hour, be similarly coated after removal of or from the forms. If curing compound is to be applied by spraying
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/4000200-722fhwa.pdf?sfvrsn=1020f31c_23500000SS
, and staking of the forms. 7.Definetheprocedurefortheprotectionofthefreshconcretepavement from, . Whenequipment operates on the side forms, use scraping devices to clean accumulations from the top of the forms and wheels. Theforms will be a rigid material and mortar tight. Ensure that the alignment and grade of all forms are in accordance with the contract documents, prior to the placing, the surface requirements, equip the slip-form paver with traveling side forms of sufficient
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/3500000ss.pdf?sfvrsn=105877e7_03500000SS
, and staking of the forms. 7.Definetheprocedurefortheprotectionofthefreshconcretepavement from, ,withstartingandstoppingheldtoaminimum. Whenequipment operates on the side forms, use scraping devices to clean accumulations from the top of the forms and wheels. Theforms will be a rigid material and mortar tight. Ensure that the alignment and grade of all forms are in accordance with the contract documents, prior to the placing, and meeting the surface requirements, equip the slip-form paver with traveling side forms of sufficient
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3500000ss.pdf?sfvrsn=91fc4c9_03500000SS
, and staking of the forms. 7.Definetheprocedurefortheprotectionofthefreshconcretepavement from, ,withstartingandstoppingheldtoaminimum. Whenequipment operates on the side forms, use scraping devices to clean accumulations from the top of the forms and wheels. Theforms will be a rigid material and mortar tight. Ensure that the alignment and grade of all forms are in accordance with the contract documents, prior to the placing, and meeting the surface requirements, equip the slip-form paver with traveling side forms of sufficient
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3500000ssedcb6f5ef7704fe6978aaad48603d5b9.pdf?sfvrsn=17a5b99e_04520402.origind
- incomplete forms will be returned) Date: Specification Section: Originator: Articles/Subarticles, of the forms and casting cells for the manufacture of the segments, surveying the segment, lifting, d C a s t i n g s : Prior to placing concrete in the forms, fix all tendon anchorage plates and anchorage castings in their respective position in the forms, connected to their duct and sealed to prevent mortar intrusion. Ensure that anchorage plates and castings are rigidly fixed in the forms
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/4520402.origind.pdf?sfvrsn=47aca6e5_0SP4570000
to be assembled and sealed in place around the pile or column. Fabricate the forms from glass or carbon, in contact with the filler material. Provide the forms with bonded or bolted-on, non-metallic, adjustable standoffs to maintain the forms in the required positions. Sandblast or score the inside surface of the forms with an abrasive material to provide a rough surface texture and ensure bond with the filler material. Equip the forms with a compressible sealing strip at the bottom which will effectively
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/sp4570000.pdf?sfvrsn=1c65cc62_2SP4570000
to be assembled and sealed in place around the pile or column. Fabricate the forms from glass or carbon, in contact with the filler material. Provide the forms with bonded or bolted-on, non-metallic, adjustable standoffs to maintain the forms in the required positions. Sandblast or score the inside surface of the forms with an abrasive material to provide a rough surface texture and ensure bond with the filler material. Equip the forms with a compressible sealing strip at the bottom which will effectively
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/sp45700008eaee7aac2874037a4228f374e00355c.pdf?sfvrsn=2017f20e_0SP4570000
to be assembled and sealed in place around the pile or column. Fabricate the forms from glass or carbon, in contact with the filler material. Provide the forms with bonded or bolted-on, non-metallic, adjustable standoffs to maintain the forms in the required positions. Sandblast or score the inside surface of the forms with an abrasive material to provide a rough surface texture and ensure bond with the filler material. Equip the forms with a compressible sealing strip at the bottom which will effectively
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/workbook/sp4570000.pdf?sfvrsn=5f950889_04570000.origind
‐ incomplete forms will be returned) Contact the State Specifications Office for assistance, . Fabricate the forms from fiberglass or carbon fibers and polyester or vinylester resins, . Provide, . Provide the forms with bonded or bolted-on, non-metallic, adjustable standoffs to maintain the forms in the required positions. Sandblast or score the inside surface of the forms with an abrasive material to provide a rough surface texture and ensure bond with the filler material. Equip the forms
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4570000.origind.pdf?sfvrsn=f9b2d81b_0SS4520000
section shape at one end and adjustable soffit, side and core forms all designed and assembled, segment consists of exterior and interior side forms and a soffit form of the cross section shape, ) Equipment for segments fabrication, including details of the forms and casting cells, until the Engineer approves the relevant shop drawings, calculations, casting manuals, concrete forms, or in the erection manual. 452-6.2 Forms: Take responsibility for the design and engineering
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4520000.pdf?sfvrsn=2c649539_0SPI-450-210
. Stay-In-Place Metal Forms are required to be used to form the deck within the individual Florida-U, details for the forms within the individual Florida-U Beams. Design and detail a thickened deck edge, Forms: Design includes allowance for 20 PSF non-composite dead load over the projected plan area of the forms for the unit weight of metal forms and concrete required to fill the form flutes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-210.pdf?sfvrsn=e6eaaa64_1SPI-450-210e
. Stay-In-Place Metal Forms are required to be used to form the deck within the individual Florida-U, details for the forms within the individual Florida-U Beams. Design and detail a thickened deck edge, Forms: Design includes allowance for 20 PSF non-composite dead load over the projected plan area of the forms for the unit weight of metal forms and concrete required to fill the form flutes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-210e.pdf?sfvrsn=a9e30616_1SPI-450-210
. Stay-In-Place Metal Forms are required to be used to form the deck within the individual Florida-U, details for the forms within the individual Florida-U Beams. Design and detail a thickened deck edge, Forms: Design includes allowance for 20 PSF non-composite dead load over the projected plan area of the forms for the unit weight of metal forms and concrete required to fill the form flutes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-450-210.pdf?sfvrsn=d2b0f68_14100000SS
to a minimum width of 12 inches [300 mm] outside the exterior walls of the culvert. Set grade forms 12, as required in 120-9.3, and then grade off using the forms. Set the grade forms approximately 1/8, bedding material. Remove the forms after placing the precast box culvert section. When required, placement, graded forms, sealing hoses, preformed plastic gasket material, filter fabric material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4100000ss.pdf?sfvrsn=8165ad11_04001604.origind
- incomplete forms will be returned) Date: Specification Section: Originator: Articles/Subarticles, . Removal of bBridge deck bottom and side forms may be removed after 72 hours is acceptable upon in compliance with 400-14. Approach slab side forms may be removed after 72 hours. Apply membrane curing compound to all surfaces stripped of forms within one hour of loosening. Apply curing compound, . 400-17.2StoringMaterialsonBridgeSlabs:Donotstoreheavyequipment or material, other than light forms or tools
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/4001604.origind.pdf?sfvrsn=fe6afcf1_0SS3500100
and a consolidation procedure is identified. 6. If forms are to be utilized define the material, dimensions, type, connections, and staking of the forms. 7. Define the procedure for the protection, using spud-type internal vibrators adjacent to forms, either hand-operated or attached, ) is deleted and the following substituted: 350-5.4 Cleaning Forms: Thoroughly clean the forms after
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss3500100.pdf?sfvrsn=52abe133_0