2932 search results for forms

SS6490000

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_0

SS4000700

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_0

SS4000700

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_0

Section6.3-100417

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_1

v1-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_4

E4Y17-R0Clarification001

Uniform requirements in Section 3 of Exhibit A - Scope of Services. 15. Attached Forms – RFP Section 33, Page 15-16 The Following forms were not included in the attachment: DBE Participation, forms. Answer: The Scrutinized Companies List form is enclosed in this attachment. 16. Exhibit

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/rfp/e4y17/e4y17-r0clarification001.pdf?sfvrsn=cbbc5b29_1

EO Memo 23-01

section package Concept plans Drainage analysis Utility conflict matrix Bid Price Proposal Forms, . Design Build Bid Proposal Form (700-010-65) 4. Bid or Proposal Bond (375-020-34) 5. DBE Forms, Forms is current and appropriate for the project. Bid Price Proposal Forms: 1. Bid Blank (375-020-17, ) 4. Bid or Proposal Bond (375-020-34) 5. DBE Forms (as applicable) REFERENCE DOCUMENTS Note

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/bulletins/eo-memo-23-01.pdf?sfvrsn=a60dbd_1

Strategic Development Financial & Administrative Services Team

or creates position description or request for personnel action forms. Obtains appropriate

https://www.fdot.gov/strategicdevelopment/SDFinance

455-101

 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_1

455-001

 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_1

OrgFormProcess

 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_1

DED (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_1

DCE 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

6-2024-E&O-Training

 5/7/2024 1 Errors and Omissions Errors and Omissions Department Policy -From Discovery to Recovery Department Policy -From Discovery to Recovery Consultant Errors & Omissions Authority References Purpose Scope Definitions Responsibilities Procedure Training Forms Website and E&O Guidelines PSEE / RTM Agenda of Topics 1 2 5/7/2024 2 Consultant Errors & Omissions, Guidelines and Forms Benefit/Cost Analysis Guidelines 13 14 5/7/2024 8 Consultant Errors & Omissions

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2024-spring-construction-academy/6-2024-e-o-training.pdf?sfvrsn=ad4eef56_1

Statewide Sponsorship Program

highways.  Sponsorship could come in different forms. An organization, business or individual

https://www.fdot.gov/agencyresources/sponsorships/default.shtm

E4X61Addendum001

shall be submitted on the forms provided in the Request for Proposal. 5. This Addendum changes

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/rfp/e4x61/e4x61addendum001.pdf?sfvrsn=3b44e7b_1
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