13229 search results for DESIGN
4150502.origind
o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): S tructures Design staff contacted (name): W i l l t h e p r o posed revision involve PPM changes? Yes No Roadway Design staff contacted (name): W i l l t h e p r o posed revision involve CPAM, h i s r evision necessitate any of the following: Design Bulletin Construction Bulletin Estimates
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4150502.origind.pdf?sfvrsn=6fce1075_09260203.origind
o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): S tructures Design staff contacted (name): W i l l t h e p r o posed revision involve PPM changes? Yes No Roadway Design staff contacted (name): W i l l t h e p r o posed revision involve CPAM, h i s r evision necessitate any of the following: Design Bulletin Construction Bulletin Estimates
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9260203.origind.pdf?sfvrsn=9b99549b_04130204.origind
o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): S tructures Design staff contacted (name): W i l l t h e p r o posed revision involve PPM changes? Yes No Roadway Design staff contacted (name): W i l l t h e p r o posed revision involve CPAM, h i s r evision necessitate any of the following: Design Bulletin Construction Bulletin Estimates
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4130204.origind.pdf?sfvrsn=e351611c_04520607.origind
o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): S tructures Design staff contacted (name): W i l l t h e p r o posed revision involve PPM changes? Yes No Roadway Design staff contacted (name): W i l l t h e p r o posed revision involve CPAM, h i s r evision necessitate any of the following: Design Bulletin Construction Bulletin Estimates
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4520607.origind.pdf?sfvrsn=fbd18af8_04500201.origind
: 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 No Roadway Design staff contact ed ( name ) : Will the proposed revision involve CPAM changes? Yes, of the following: Design Bulletin Construction Bulletin Estimates Bulletin Are all references, of intermediate diaphragms, relative to design plan positions, is plus or minus 3 inches. The tolerance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4500201.origind.pdf?sfvrsn=b379b732_09240202.origind
o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): S tructures Design staff contacted (name): W i l l t h e p r o posed revision involve PPM changes? Yes No Roadway Design staff contacted (name): W i l l t h e p r o posed revision involve CPAM, h i s r evision necessitate any of the following: Design Bulletin Construction Bulletin Estimates
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9240202.origind.pdf?sfvrsn=c3577f8e_05440000.FHWA
of the State Roadway Design Office to update delineation requirements and retroreflective sheeting, in accordance with the manufacturer’s instructions and the Design Standards, with the manufacturer’s instructions and the Design Standards. Payment will be made under: Item No. 544, . Handleandinstallmanufactured materials or articles in accordance with the manufacturer’s instructions and the Design, instructions and the Design Standards. Payment will be made under: Item No. 544- 74
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/5440000.fhwa.pdf?sfvrsn=d0257387_06200201.origind
: 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 No Roadway Design staff contact ed ( name ) : Will the proposed revision involve CPAM changes? Yes, of the following: Design Bulletin Construction Bulletin Estimates Bulletin Are all references, requirements for lighting must meet the minimum requirements of Section 992 and the Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/6200201.origind.pdf?sfvrsn=85a85047_05560200.origind
: 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 No Roadway Design staff contact ed ( name ) : Will the proposed revision involve CPAM changes? Yes, of the following: Design Bulletin Construction Bulletin Estimates Bulletin Are all references, . ThechangesareproposedbyRickJenkinsoftheStateRoadway Design Office to prevent improper installation of casing when used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/5560200.origind.pdf?sfvrsn=5290f40e_05460000.origind
Are changes needed to the PPM, Design Standards, SDG, CPAM or other manual? PPM and BOE Are all, include changes in the redline)? Is a Design Bulletin, Construction Memo, or Estimates Bulletin needed? Joint Estimates and Design Bulletin will be issued. Contact the State Specifications Office, Strips in accordance with the details shown in the Plans and Design Standards. 546-2 Materials, as shown in Design Standards, Index No. 518. 546-4 Method of Measurement. The quantity of raised
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/5460000.origind.pdf?sfvrsn=cef1e947_06110203.origind
staff, Construction Office staff, Roadway Design Office staff). What other offices will be impacted by these changes? Specifications and Estimates, Construction, Maintenance, and Roadway Design. Are changes needed to the PPM, Design Standards, SDG, CPAM or other manual? No. Is a Design Bulletin, level/layer within project design files. Coordinate the format of electronic as- built files
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/6110203.origind.pdf?sfvrsn=4cff99e4_05340000.comm
, posts, and panels constructed in accordance with Design Standards, Index No. 5200;, unless the Plans indicate otherwise, based on specific design or aesthetic criteria unique to the project. Secure, : Furnish and install perimeter walls and foundation in accordance with Design Standards, Index No. 5250, : (12-30-13) 1. In the 2014 Design Standards, there is no 5250 Index. There was an Interim 5250 in the 2008 Design Standards, but this has been deleted. Will this standard be updated prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/5340000.comm.pdf?sfvrsn=2739c29b_0SP7450000
will be totally immersed in the approved splice sealant as shown in the Design Standards, Index 17900, and materials in accordance with the plans and the Design Standards. 745-3.2 Saw Cuts: Loop layout will be as shown in the Design Standards, Index 17900. Use a chalk line or equivalent method to outline, in the Design Standards, Index 17781. 745-3.3 Loop Wire: Ensure that all loops have four complete, with the Design Standards, Index No. 17900. Ensure that the shielded lead-in cable is of sufficient length
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp7450000.pdf?sfvrsn=ef50c29f_04430201.FHWA
: Office of Design, Specifications Section 443 Proposed Specification: 4430201 French Drains. Dear, Supplemental Specification. These changes were proposed by Amy Tootle of the Roadway Design Office to remove, the requirements of Section 449 for concrete pipe. Use the class of pipe specified on the Design Standards, to Design Standards, Index No. 285 for slotted pipe. Use perforated pipe having perforations equally, , and bring home. Conform to Design Standards, Index No. 285 for slotted pipe. Use perforated pipe having
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/4430201.fhwa.pdf?sfvrsn=3b3316f6_09600201-723FHWA
Specification. The changes are proposed by Teddy Theryo from the Structures Design Office to update, with AASHTO LRFD Bridge Design Specifications and AASHTO LRFD Bridge Construction Specifications. 4, Edition) with the exception that the design concrete strength used in the testing will be 6,500 psi, stress shall be in compliance with AASHTO LRFD Bridge Design Specifications and AASHTO LRFD Bridge, 160004-00-0301, September 2016 Edition) with the exception that the design concrete strength used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9600201-723fhwa.pdf?sfvrsn=7c71fb40_1PDE-SEIR-Template
ESTIMATE 20 06-Mar-26 02-Apr-26 19 99822030 PH I (30%) DESIGN ERC REVIEW - PD&E ESTIMATE 20 06-Mar-26, (30%) ESTIMATE - PD&E UPDATE PH I (30%) CONSTRUCTION ERC REVIEW - PD&E ESTIMATE PH I (30%) DESIGN, GEOTECH REPORT 20 04-May-26 29-May-26 64 1192210 PREPARE INITIAL CONCEPTUAL DESIGN PLANS 30 04-May-26 12-Jun-26 0 1092230 PREPARE POND SITING REPORT (PSR) /CONCEPTUAL DRAINAGE DESIGN REPORT (CDDR) 30, 04-Sep-26 155 99822060 PH II (60%) DESIGN ERC REVIEW - PD&E ESTIMATE 20 10-Aug-26 04-Sep-26 155
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d3/toolbox/pde-seir-template.pdf?sfvrsn=dd3aee72_9PDE TYPE I CE
06-Mar-26 02-Apr-26 19 99822030 PH I (30%) DESIGN ERC REVIEW - PD&E ESTIMATE 20 06-Mar-26 02-Apr-26, %) ESTIMATE - PD&E UPDATE PH I (30%) CONSTRUCTION ERC REVIEW - PD&E ESTIMATE PH I (30%) DESIGN ERC, 20 04-May-26 29-May-26 64 1192210 PREPARE INITIAL CONCEPTUAL DESIGN PLANS 30 04-May-26 12-Jun-26 0 1092230 PREPARE POND SITING REPORT (PSR) /CONCEPTUAL DRAINAGE DESIGN REPORT (CDDR) 30 04-May-26, 10-Aug-26 04-Sep-26 155 99822060 PH II (60%) DESIGN ERC REVIEW - PD&E ESTIMATE 20 10-Aug-26 04-Sep-26 155
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d3/toolbox/pde-type-i-ce.pdf?sfvrsn=fa4ef303_10546-001IntReviewPkg
Documents/Offices Person Contacted Affected (Yes/No) Other Standard Plans No FDOT Design Manual, with the manufacturer's design as shown in the APL. See Notes 3 and 4 Added Note: 4. Total pre-installation height, design as shown in the APL. at Base at Base 5'-0" (Typ.) 1'-0" 2" 10" 2" Asphalt Rumble Strip, (APL) with the manufacturer's design as shown in the example only; profile may vary in accordance, RUMBLE STRIPS NOTES: design as shown in the APL. profile may vary in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/546-001intreviewpkg.pdf?sfvrsn=79bc8450_15480203int
No Florida Design Manual No Structures Manual Ben Goldsberry Yes Basis of Estimates Manual, with the updates made to the Structures Design Guidelines could results in some cost savings. What, to deformation under sustained long term design load while in service and resistant to ultraviolet, portion of the flowable fill, or within coarse aggregate backfill below the design highflood elevation, , the concrete used in the panels contain either an highly reactive pozzolan or the ternary mix design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/5480203int.pdf?sfvrsn=7cf07a70_15480203ind
No Florida Design Manual No Structures Manual Ben Goldsberry Yes Basis of Estimates Manual, with the updates made to the Structures Design Guidelines could results in some cost savings. What, to deformation under sustained long term design load while in service and resistant to ultraviolet, portion of the flowable fill, or within coarse aggregate backfill below the design highflood elevation, , the concrete used in the panels contain either an highly reactive pozzolan or the ternary mix design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/5480203ind.pdf?sfvrsn=1bf2657b_1