5763 search results for Standard Specifications
7130500.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/7130500.origind.pdf?sfvrsn=da0e1a19_09930206.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/9930206.origind.pdf?sfvrsn=22723878_0SS5230201
Products List. Meet manufacturer’s specifications for all pattern/texture templates, coating, with the manufacturer’s specifications and procedures has been tested in accordance with the ASTM E-274, Skid Resistance of Paved Surfaces using a standard ribbed full Scale Tire at a speed of 40 mph
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss5230201.pdf?sfvrsn=8a8d87a6_03370206.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/3370206.origind.pdf?sfvrsn=6bf994a5_00030100.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/0030100.origind.pdf?sfvrsn=6d2411db_01021004.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/1021004.origind.pdf?sfvrsn=5fb95e45_06390303.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/6390303.origind.pdf?sfvrsn=a56087a2_09480107.FHWA
: State Specifications and Estimates Office Section 948 Proposed Specification: 9480107, standard plan notes found in drainage design details throughout the State. Please review, call me at 414-4130. Sincerely, Daniel Scheer, P.E. State Specifications Engineer DS/cah
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/9480107.fhwa.pdf?sfvrsn=4e0ed1ce_03270301.comm
3270301 Milling of Existing Asphalt Pavement COMMENTS FROM INTERNAL/INDUSTRY REVIEW Bob Schafer Bob.Schafer@rangerconstruction.com Comment: (9-11-13) I like it. I’ve been talking to Rich Hewitt for three years about some relief on standard plan language of “repave same day, aphalt/base. Whether the note remains or not in the specifications, the plans/typical notes will always overide the specifications. Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/3270301.comm.pdf?sfvrsn=a88c38ae_09710000.comm
change that eliminated the color box. This revision was discussed with Construction, Specifications, : I discussed this with the committee members since our old standard was 4.4 lbs, the requirements for all 3 material specifications 711, 701 and 702. 971-5.5 Thermoplastic Indentation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/9710000.comm.pdf?sfvrsn=5d1b771c_09710000.resp
change that eliminated the color box. This revision was discussed with Construction, Specifications, this with the committee members since our old standard was 4.4 lbs. and there is a typo in the ASTM, it should, material be able to meet the requirements for all 3 material specifications 711, 701 and 702. 971-5.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/9710000.resp.pdf?sfvrsn=94ea1386_04300801.FHWA
: Office of Design, Specifications Section 430 Proposed Specification: 4300801 Pipe Culverts. Dear, the reference to the Design Standard from the specification, this is a function of the Designer, to this specification change, please call me at 414-4130. Sincerely, Daniel Scheer, P.E. State Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/4300801.fhwa.pdf?sfvrsn=de4cd3a0_09210100-723 FHWA
Specifications Office Section: 921 Proposed Specification: 9210100 Portland Cement and Blended Cement, ) designation and Type IV cement, for consistency with AASHTO M 85 in the Standard Specification. Please, Specifications Engineer DS/dh Attachment cc: Florida Transportation Builders' Assoc. State
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9210100-723-fhwa.pdf?sfvrsn=a03706d8_19230100-723 FHWA
Specifications Office Section: 923 Proposed Specification: 9230100 Water for Concrete. Dear Mr. Nguyen, allowing the use of blended water sources in the Standard Specification. Please review, at 850-414-4130. Sincerely, Signature on file Daniel Strickland, P.E. State Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9230100-723-fhwa.pdf?sfvrsn=fef8b5db_19380402FHWA
4200 Orlando, FL 32801 Re: State Specifications Office Section: 938 Proposed Specification, Strickland, P.E. State Specifications Engineer DS/jb Attachment cc: Florida Transportation Builders, by the following standard and modified ASTM and FM test methods conducted at normal laboratory temperature (65
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9380402fhwa.pdf?sfvrsn=68072937_1Traffic Systems
), develops specifications, and implements research projects. TERL is located at 2612 Springhill Rd, with the manual and specifications published by the Department of Transportation and is certified, to undergo an evaluation of their internal quality system based on the ISO 9001 standard
https://www.fdot.gov/traffic/traf-sys/traf-sys.shtmDevelopmental Design Standards
below. Site updated: 06/30/2023 Developmental Design Standard Title Monitor Contact Design, Library Developmental Specifications (PDF) (PDF) (ZIP) (N/A-Spec#) DRAINAGE D296 Certification, Standard Details CEL-D20320 Permitted Projects FPID No(s): PRESTRESSED CONCRETE SLAB UNITS D20350, Prestressed Slab Unit-Standard Details Permitted Projects FPID No(s):415254-1428573-1430002-1 D20354 Certification Statement 12"x48" Prestressed Slab Unit - Standard Details Permitted
https://www.fdot.gov/roadway/ds/dev.shtm9920205-722FHWA2
Specifications Office Section: 992 Proposed Specification: REVISED 9920205 Highway Lighting Materials, Daniel Strickland, P.E. State Specifications Engineer DS/ra Attachment cc: Florida, an ATQ or FNQ 10 amp time delay fuse rated for 500V. Fuses shall be UL listed to Standard 248-14, system shall be in compliance with Standard Plans, Index 715- 001. Systems installed as alternates to the Standard Plans shall be one of the products listed on the APL. Manufacturers seeking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/9920205-722fhwa2.pdf?sfvrsn=6ed5d087_29920205-722FHWA
Specifications Office Section: 992 Proposed Specification: 9920205 Highway Lighting Materials. Dear, Daniel Strickland, P.E. State Specifications Engineer DS/ra Attachment cc: Florida Transportation, amp time delay fuse rated for 500V. Fuses shall be UL listed to Standard 248-14. The rating, be in compliance with Standard Plans, Index 715- 001. Systems installed as alternates to the Standard, extending up into the base of the pole. This female connector shall pass easily through a standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/9920205-722fhwa.pdf?sfvrsn=40d3473b_2700-102IndReviewResponse
and Installation Specifications" shows details but when there are no details in the Standard plans. Would, Industry Review Comments and Responses FDOT – Standard Plans 1 Index 700-102 Special Sign, = Industry Review Comments BLUE = Standard Plans Response GREEN = Change Made to Index Name: Yael, . Response Date: 9/17/25 Industry Review Comments and Responses FDOT – Standard Plans 2 Name: Bobir, ON RIGHT OF WAY) with "BY ORDER OF D.O.T." there is a standard cell in the cell library R8-1 FDOT. Also
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/700-102indreviewresponse.pdf?sfvrsn=7e862da6_1