2791 search results for forms
4000701.FHWA
reinforcing bars and metal forms with cool fresh water just prior to placing the concrete, along the forms. Take special care to fill each part of the forms, to work coarse aggregate back, 346. Spray reinforcing bars and metal forms with cool fresh water just prior to placing, and then run or work it along the forms. Take special care to fill each part of the forms, to work coarse
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/4000701.fhwa.pdf?sfvrsn=a1269450_0SP4570000
and sealed in place around the pile. Fabricate the forms from fiberglass and polyester resins, having, . Provide the forms with bonded-on, non-corrosive standoffs, which will maintain th forms in the required positions. Sandblast or score the inside surface of the forms with an abrasive material to provide a texture equal to a sandblasted surface. Equip the forms with a compressible sealin the pile, the annulus between the pile and the exterior surfaces of the forms o ths. Thequantitiestobe
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp4570000.pdf?sfvrsn=8b334f73_0SP4570000
and sealed in place around the pile. Fabricate the forms from fiberglass and polyester resins, having, . Provide the forms with bonded-on, non-corrosive standoffs, which will maintain th forms in the required positions. Sandblast or score the inside surface of the forms with an abrasive material to provide a texture equal to a sandblasted surface. Equip the forms with a compressible sealin the pile, the annulus between the pile and the exterior surfaces of the forms o ths. Thequantitiestobe
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/sp4570000.pdf?sfvrsn=77c89cf8_05220000.FHWA
sidewalk curb ramps. 522-2 Materials. Meet the requirements specified in 520-2. 522-3 Forms. Provide forms as specified in 520-3. 522-4 Foundation. Compact fill areas, including cut areas under, to the forms, to obtain the required grade and remove surplus water and laitance. 522-7.2 Surface, specified in 520-2. 522-3 Forms. Provide forms as specified in 520-3. 522-4 Foundation. Compact, or metal screed, used perpendicular to the forms, to obtain the required grade and remove surplus
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/5220000.fhwa.pdf?sfvrsn=700edc9_0Section112-33017
Specifications (WPS). All WPSs shall be submitted on FDOT forms where those forms are available. Any forms not available as FDOT forms may be submitted on the fabricator’s own form. Any welding performed, is required for the implementation of this document. 11.2.10 FORMS The fabricator is responsible to make sure that they are using the most current version of the following FDOT forms: Fillet Weld
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/materials-manual/section112-33017.pdf?sfvrsn=b82433fa_1PD&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_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_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_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_1