5763 search results for Standard Specifications
6300204-723FHWA
Specifications Office Section: 630 Proposed Specification: 6300204 Conduit. Dear Mr. Nguyen: We, Specifications Engineer DS/ra Attachment cc: Florida Transportation Builders' Assoc. State Construction, the conduit in accordance with NEC or National Electrical Safety Code (NESC) requirements and the Standard, a flowable fill meeting the requirements of Section 121. Provide a standard clearance between, barriers or traffic railings, as shown in Standard Plans, Index 630-010, will be based on the length
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/6300204-723fhwa.pdf?sfvrsn=d10841e9_1400-291
, and supplements thereto). FDOT Standard Specifications for Road and Bridge Construction, General: 1. Specifications: & toe slab existing box, headwall 2'-0" section of remove & replace For Type I, : REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX PRECAST CONCRETE BOX CULVERTS - SUPPLEMENTAL, O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX PRECAST CONCRETE, : 5 0 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/400-291.pdf?sfvrsn=2016bc04_1SS4270000clean
the requirements of FDOT Specifications Section 926. To repair the structure, use a non-shrink grout, ’s specifications. Allow the sealant to cure. Remove the injection ports and seal the injection, . Demonstrate the mixing of materials meets the manufacturer’s specifications. Allow the sealant to cure, structure invert bench according to Design Standard Index 201. 434-7 Final Acceptance. Submit all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/implemented/ss4270000clean.pdf?sfvrsn=5f36f438_03370302-724FHWA
Tallahassee, Florida 32312 Re: State Specifications Office Section: 337 Proposed Specification, State Specifications Engineer DS/mep Attachment cc: Florida Transportation Builders' Assoc. State, (and conditioning prior to testing) will not be required as part of 334-5.1.1. 3. The standard LOT size, to the hot mix asphalt plant, that the material has been pretreated in conformance with these specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/3370302-724fhwa.pdf?sfvrsn=2d2d2012_19160201-122origind
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 Strickland 850-414-4130 Daniel.Strickland@dot.state.fl.us Rebecca Arcia, : Will the proposed revision require changes to: Publication Yes No Office Staff Contacted Standard Plans, Specifications Engineer SUBJECT: Proposed Specification: 9160201 BITUMINOUS MATERIALS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/9160201-122origind.pdf?sfvrsn=f2e8bbfe_29160000.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. Dan Hurtado 850-414-4130 dan.hurtado@dot.state.fl.us Debbie Toole 850-414-4114, No Office Staff Contacted Standard Plans Index Traffic Engineering Manual FDOT Design Manual, Distribution List FROM: Dan Hurtado, P.E., State Specifications Engineer SUBJECT: Proposed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/9160000.origind.pdf?sfvrsn=ba04bd41_09290000.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. Dan Hurtado 850-414-4130 dan.hurtado@dot.state.fl.us Debbie Toole 850‐414‐4114, /Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes, Specifications Engineer SUBJECT: Proposed Specification: 9290000 Pozzolans and Slag. In accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/9290000.origind.pdf?sfvrsn=59d23efe_04510700.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. Dan Hurtado 850-414-4130 dan.hurtado@dot.state.fl.us Debbie Toole 850‐414‐4114, /Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes, , State Specifications Engineer SUBJECT: Proposed Specification: 4510700 Prestressed Soil Anchors
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/4510700.origind.pdf?sfvrsn=8f646c22_01100200.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. Dan Hurtado 850-414-4130 dan.hurtado@dot.state.fl.us Debbie Toole 850‐414‐4114, /Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes, , State Specifications Engineer SUBJECT: Proposed Specification: 1100200 Clearing and Grubbing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/1100200.origind.pdf?sfvrsn=76b88e46_04510701.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, /Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes, , State Specifications Engineer SUBJECT: Proposed Specification: 4510701 Prestressed Soil Anchors
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/4510701.origind.pdf?sfvrsn=21c7cb4d_03460302.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, o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name, , P.E., State Specifications Engineer SUBJECT: Proposed Specification: 3460302 Portland Cement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/3460302.origind.pdf?sfvrsn=9559a682_06340000.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, o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name, , P.E., State Specifications Engineer SUBJECT: Proposed Specification: 6340000 Span Wire Assembly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/6340000.origind.pdf?sfvrsn=48ae9cc2_0SP0071104RR.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. Dan Hurtado 850-414-4130 dan.hurtado@dot.state.fl.us Debbie Toole 850‐414‐4114, posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name, of the CSXT Pipeline and Wireline Design and Construction Specifications prior to beginning work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/sp0071104rr.origind.pdf?sfvrsn=d2eb7c6e_04550502DB.resp
the refusal criteria is modified in a document that can overrule the standard specifications. 2. For Section, general specs Requirements. Response: This is a requirement that dates back to the specifications, application compliance with the specifications is determined by the dynamic test data. The UF method using
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/4550502db.resp.pdf?sfvrsn=d9b6317f_0SS4270000
wet and dry periods. Use epoxy resin compounds that meet the requirements of FDOT Specifications, specifications. Allow the sealant to cure. Remove the injection ports and seal the injection holes with epoxy, the mixing of materials meets the manufacturer’s specifications. Allow the sealant to cure. Remove, the drainage structure invert bench according to the Standard Plans Index 430. 427-9 Final Acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/maintenance/finalized/ss4270000a05fb7fd97474873b16e1882f2b3bb38.pdf?sfvrsn=9aca7f7c_3SS4270000
wet and dry periods. Use epoxy resin compounds that meet the requirements of FDOT Specifications, specifications. Allow the sealant to cure. Remove the injection ports and seal the injection holes with epoxy, the mixing of materials meets the manufacturer’s specifications. Allow the sealant to cure. Remove, the drainage structure invert bench according to the Standard Plans Index 430. 434-7 Final Acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/maintenance/finalized/ss4270000471d99a3-56d4-4708-868d-cc5ce0ce4ad4.pdf?sfvrsn=565a9e76_2SS4270000
that meet the requirements of FDOT Specifications Section 926. To repair the structure, use a non, the manufacturer’s specifications. Allow the sealant to cure. Remove the injection ports and seal, . Demonstrate the mixing of materials meets the manufacturer’s specifications. Allow the sealant, the drainage structure invert bench according to the Standard Plans Index 430. 434-7 Final Acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/maintenance/finalized/ss4270000.pdf?sfvrsn=24a6b9df_1SS4270000
that meet the requirements of FDOT Specifications Section 926. To repair the structure, use a non, the manufacturer’s specifications. Allow the sealant to cure. Remove the injection ports and seal, . Demonstrate the mixing of materials meets the manufacturer’s specifications. Allow the sealant, the drainage structure invert bench according to Design Standard Index 201. 427-9 Final Acceptance. Submit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/finalized/ss4270000.pdf?sfvrsn=99595664_16840100-724FHWA
Plaza, Suite 400 Tallahassee, Florida 32312 Re: State Specifications Office Section: 684, , Signature on File Daniel Strickland, P.E. State Specifications Engineer DS/jb Attachment cc: Florida, with the EIA/TIA-568-B standard. 684-1.4 Field Acceptance Testing: Conduct field acceptance testing, pair/shielded twisted pair Ethernet network cables are compliant with the EIA/TIA-568- B standard, /TIA-568-B standard. 684-3.4 Field Acceptance Testing: Develop and submit a field acceptance test FAT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/6840100-724fhwa.pdf?sfvrsn=6361881d_1SS9900000
all mandatory objects as defined in the FDOT Standard Global MIB v01 in Appendix A, all mandatory objects as defined in the FDOT Standard DMS MIB v01 in Appendix B, and all mandatory objects, by the software do not interfere with the standard operation of mandatory objects. 990-3.1.4 Support, on the unit. (f) The trailer shall meet all equipment specifications set forth in Chapter 316, requirements shall be as specified in Section A-615 of the Minimum Specifications for Traffic Control
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9900000.pdf?sfvrsn=5c9b25dc_0