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UABFC FAQ
. 7. For the decennial process, please state that the forms for changes to Functional Classification are not required, unless the forms are required, which is a change from previous processes. The Functional Classification application “forms
https://www.fdot.gov/statistics/hwysys/uabfc-faq1. FY 25-26 CAP Presentation Slides (PDF)
& Expanded Letters of Response: o use the most current versions of forms; DO NOT reuse forms! o submit, Consultant Firms Professional Services Checklist for Amendments Professional Services Forms for Consultants can be found at: Professional Services Forms Important reminders: • Please keep in mind, Services Forms Submit form 375-030-83 NOTE: Fee Sheets and Signed Hours should only reflect, • Professional Services Commitment Form- Professional Services Forms • Submit form 375-030-83 • Current
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/cap-presentation/1-fy-25-26-cap-presentation-slides-(pdf).pdf?sfvrsn=7155b98e_1D6490000.do
. 649-6.2 Forming: Use watertight non-absorbent forms with a form release agent applied to all interior surfaces. Maintain a 1 inch [25 mm] clearance between the forms and the base plate. Extend the form, hours by covering the entire grout surface with clean saturated rags. Remove the forms after
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d6490000.do.pdf?sfvrsn=1bfa9447_06950205.origind
ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information ‐ incomplete forms will be returned) Contact the State Specifications Office for assistance in completing this form. Daniel Scheer 850‐414‐4130 daniel.scheer@dot.state.fl.us Debbie Toole 850‐414‐4114, forms received from the Contractor to the Transportation Statistics Office (TranStat) TMS Manager, warranty forms received from the Contractor to the TranStat TMS Manager. Comply with the terms
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/6950205.origind.pdf?sfvrsn=45e7a28b_0SS6490000
watertight non-absorbent forms with a form release agent applied to all interior surfaces. Maintain a 1 inch clearance between the forms and the base plate. Extend the form a minimum of 1 inch above, surface with clean saturated rags. Remove the forms after verifying the grout is self supporting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss64900008c689d48e3cf4073b35fb5aecdaf8c95.pdf?sfvrsn=fddec269_0SS6490000
watertight non-absorbent forms with a form release agent applied to all interior surfaces. Maintain a 1 inch clearance between the forms and the base plate. Extend the form a minimum of 1 inch above, surface with clean saturated rags. Remove the forms after verifying the grout is self supporting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss6490000.pdf?sfvrsn=1dc94040_0SS4000700
or water reducer if allowed by Section 346. Sprayreinforcingsteelandmetal forms with cool fresh water, part of the forms, to work coarse aggregate back from the face, and to force concrete under, for a minimum duration of 72 hours. If forms are loosened or removed before the 72 hour curing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4000700.pdf?sfvrsn=b9758897_0SS4000700
or water reducer if allowed by Section 346. Sprayreinforcingsteelandmetal forms with cool fresh water, part of the forms, to work coarse aggregate back from the face, and to force concrete under, for a minimum duration of 72 hours. If forms are loosened or removed before the 72 hour curing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss400070010a3641374a04da99d3101f8eda5be54.pdf?sfvrsn=f6c534c2_0Section6.3-100417
of the FRC Mockup Structures • After removal of forms, perform inspection of the mockup, reinforcing steel according to Specification Section 415 . 6.3.7.7.3 Concrete Forms Provide Concrete forms made of wood, metal, or other materials meeting the requirements of this section and Specification Section 400 . Forms used in the manufacture of structures shall be sufficiently rigid, surface. Forms not meeting governing document requirements shall be repaired or removed from service
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/materials-manual/section6-3-100417.pdf?sfvrsn=835906bf_1v1-section111-clean
and Coatings for the project”. FORMS The following form may be obtained from the Department forms library at the Department forms and procedure website. Form No. 675-070-07 Request for Commercial
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/v1-section111-clean.pdf?sfvrsn=909e4f0e_3Vol1SDG
]. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-15 4.2.10 Stay-in-Place Forms
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease_test_old/vol1sdg_cd60509a-bc11-4e65-9e87-61a72293a9b0.pdf?sfvrsn=7720ff23_0Strategic Development Financial & Administrative Services Team
or creates position description or request for personnel action forms. Obtains appropriate
https://www.fdot.gov/strategicdevelopment/SDFinance455-101
1 0 / 1 5 / 2 0 2 3 1 1 : 5 2 : 4 8 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX - TYPICAL DETAILS & NOTES SQUARE CFRP & SS PRESTRESSED CONCRETE PILES 1 1 455-101 11/01/22 C o v e r 3 " Cover 3" (Feet) Length Pile Maximum Transportation Detail Required Storage and TYPICAL COVER DETAIL SHOWING FOR MOLD FORMS TYPICAL PILE SHAPE or W4.0 SS Wire 0.2" Ø CFRP Strand Spiral Ties - an Epoxy Mortar
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/455-101.pdf?sfvrsn=d7a3cc1f_1455-001
1 0 / 1 5 / 2 0 2 3 1 1 : 4 5 : 1 3 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX SQUARE PRESTRESSED CONCRETE PILES - TYPICAL DETAILS & NOTES 1 1 455-001 11/01/22 W3.4 (All others) W4.0 (30" Piles) Spiral Ties - C o v e r 3 " Cover 3" (Feet) Length Pile Maximum Transportation Detail Required Storage and TYPICAL COVER DETAIL SHOWING FOR MOLD FORMS TYPICAL PILE SHAPE Compound or an Epoxy Mortar
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/455-001.pdf?sfvrsn=8ba29460_1TRIP-TA-Combined Notification
Information: Applications and forms can be found on the Florida Grant Application Program (GAP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/nwflroads/trip-ta-combined-notification.pdf?sfvrsn=67c973e_1OrgFormProcess
Standard Plans Revision Submittal Process Here is a step-by-step explanation of the new Standard Plans Origination Form that is completed through Microsoft Forms. As you can see, each section on this form is REQUIRED. All information requested is necessary for the change to be processed. Even if the file submitted is just a screenshot of an email from whoever is initially requesting the change, it gives a good starting point for initiating the change. PLEASE ensure that other
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/webfiles/orgformprocess.pdf?sfvrsn=49635612_1Subrecipient System Administrator Request Form 2024 FINAL (2) (LOCKED)
within the system. This form will replace any prior forms, so if you are adding another administrator
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/3-grants/subrecipient-system-administrator-request-form-2024-final-(2)-(locked).docx?sfvrsn=4decd986_1DED (4-4-2024)
DELAND MUNICIPAL AIRPORT DED DeLand Municipal-Sidney H. Taylor Field (DED) is a general aviation (GA) airport situated three miles northeast of downtown DeLand and within an hour drive of Orlando. DED offers two paved runways (12-30 and 5-23). At 6,001 feet long by 100 feet wide, Runway 12-30 is able to accommodate nearly all forms of GA traffic, including large corporate jets. DeLand Municipal Airport has earned its reputation as Central Florida’s Premier Recreational Airport
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fasp-2043---airport-profiles/ded-(4-4-2024).pdf?sfvrsn=51f81fab_1Desktop Analysis Checklist_10032023_Protected
methods used to document the new segment of the resource. FMSF forms for the new segment of the historic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/cultural-resources/desktop-anaysis-checklist_10032023_protected.docx?sfvrsn=3a8ab7d6_4DCE Memos - 2002
) Bridges (87kb) 26-02 SUBARTICLE 400-14, Removal of Forms (45kb) 25-02 Ground Tire Rubber (GTR
https://www.fdot.gov/construction/memos/2002/memos2002.shtm