5763 search results for Standard Specifications
SS4270000-i16482
. Demonstrate the mixing of materials meets the manufacturer’s specifications. Allow the sealant, the manufacturer’s specifications. Allow the sealant to cure. Remove the injection ports and seal, invert bench according to the Standard Plans Index 430. 427-9 Final Acceptance. Submit all warranties
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/maintenance/finalized/ss4270000-i16482.docx?sfvrsn=8d34924c_2SS4270000
. Demonstrate the mixing of materials meets the manufacturer’s specifications. Allow the sealant, the manufacturer’s specifications. Allow the sealant to cure. Remove the injection ports and seal, invert bench according to the Standard Plans Index 430. 427-9 Final Acceptance. Submit all warranties
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/finalized/ss4270000.docx?sfvrsn=c1690e6f_2sp1020301redline
system as described in these Specifications portable regulatory signs. Price and payment, in these specifications. Payment will include all labor, hardware, accessories, signs, and incidental items necessary, tape may be substituted for standard paint at no additional cost to the Department. Payment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/maintenance/review-package/sp1020301redline.pdf?sfvrsn=b7d23536_14000504.FHWA
Re: State Specifications Office Section: 400 Proposed Specification: 4000504 Concrete Structures, to make verbiage consistent with current and future FDOT Standard Plan Indexes pending release, , please call me at 414-4130. Sincerely, Signature on File Dan Hurtado, P.E. State Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/4000504.fhwa.pdf?sfvrsn=4adc8c15_02850000.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 deborah.toole@dot.state.fl.us Frances Thomas 850‐414‐4101 frances.thomas@dot.state.fl.us Olivia, o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/2850000.origind.pdf?sfvrsn=26f07d3e_0D2000000.do
section to comply with the specifications at no additional expense to the Department. The Contractor, specifications. 200-5.3 Rock Base for Shoulder Pavement: Unless otherwise permitted, complete all rock base, construction consists of widening strips and the trench width is not sufficient to permit use of standard base
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d2000000.do.pdf?sfvrsn=6bf0fcbd_00030000.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 deborah.toole@dot.state.fl.us Frances Thomas 850‐414‐4101 frances.thomas@dot.state.fl.us Olivia, /Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/0030000.origind.pdf?sfvrsn=c827193f_04600402.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 deborah.toole@dot.state.fl.us Frances Thomas 850‐414‐4101 frances.thomas@dot.state.fl.us Olivia, o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4600402.origind.pdf?sfvrsn=67aa28f7_05610401.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 deborah.toole@dot.state.fl.us Frances Thomas 850‐414‐4101 frances.thomas@dot.state.fl.us Olivia, o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/5610401.origind.pdf?sfvrsn=d260ec8_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 deborah.toole@dot.state.fl.us Frances Thomas 850‐414‐4101 frances.thomas@dot.state.fl.us Olivia, o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/3460302.origind.pdf?sfvrsn=201da851_04000401.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 deborah.toole@dot.state.fl.us Frances Thomas 850‐414‐4101 frances.thomas@dot.state.fl.us Olivia, o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4000401.origind.pdf?sfvrsn=193f38df_09310101-2.FHWA
and FRP reinforcing and prestressing strand into the Standard Specifications. Additional acceptance, in the Specifications the word “purchaser” appears it shall be taken to mean the Department. 931-1.1.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9310101-2.fhwa.pdf?sfvrsn=911a3a2f_05210000.origind
ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information - incomplete forms will be returned) Date: Specification Section: Originator: Articles/Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contact ed ( name ) : Will the proposed revision involve PPM changes? Yes, the State Specifications Office for assistance in completing this form. Daniel Scheer 850-414-4130
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/5210000.origind.pdf?sfvrsn=2ea72056_03000000.origind
ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information - incomplete forms will be returned) Date: Specification Section: Originator: Articles/Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contact ed ( name ) : Will the proposed revision involve PPM changes? Yes, the State Specifications Office for assistance in completing this form. Daniel Scheer 850-414-4130
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/3000000.origind.pdf?sfvrsn=41e4c598_09290000.origind
ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information - incomplete forms will be returned) Date: Specification Section: Originator: Articles/Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contact ed ( name ) : Will the proposed revision involve PPM changes? Yes, the State Specifications Office for assistance in completing this form. Daniel Scheer 850-414-4130
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/9290000.origind.pdf?sfvrsn=786856b3_0SS2870000
with the specifications. In addition, meet the requirements of 337-9.2 and 337-9.3. (3)UseeitherPolyvinyl, which includes the subdrainage pipe), in accordance with these Specifications, lines, grades, excavation, pipe and fittings, standard aprons, galvanized hardware cloth (rodent screens), grouting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss2870000.pdf?sfvrsn=484ff839_0SS2870000
with the specifications. In addition, meet the requirements of 337-9.2 and 337-9.3. (3)UseeitherPolyvinyl, which includes the subdrainage pipe), in accordance with these Specifications, lines, grades, excavation, pipe and fittings, standard aprons, galvanized hardware cloth (rodent screens), grouting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss287000057921505ee9945cd87d34d709252b7b3.pdf?sfvrsn=66cec863_04550510.FHWA
: Office of Design, Specifications Section 455 Proposed Specification: 4550510 Structures, at 414-4140. Sincerely, V. Y. “Trey” Tillander, III, P.E. Manager State Specifications and Estimates, by the Engineer. Refusal is defined as the depth where the penetration of the standard auger equipment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/4550510.fhwa.pdf?sfvrsn=9d22a38e_09210000-723FHWA
Specifications Office Section: 921 Proposed Specification: 9210000 Portland Cement and Blended Cement, Report" given that not all QC test reports received come from a mill in the Standard Specification, . Sincerely, Signature on file Daniel Strickland, P.E. State Specifications Engineer DS/dh
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9210000-723fhwa.pdf?sfvrsn=fe569b54_1SS4270000
holes. Demonstrate the mixing of materials meets the manufacturer’s specifications. Allow the sealant, the manufacturer’s specifications. Allow the sealant to cure. Remove the injection ports and seal, invert bench according to the Standard Plans Index 430. 427-9 Final Acceptance. Submit all warranties
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/maintenance/ss4270000.pdf?sfvrsn=a450d8e4_3