13229 search results for DESIGN
4551206-722FHWA
by the Engineer, then a design shall be furnished by the Department and paid for separately under steel sheet, by the Engineer, then a design shall be furnished by the Department and paid for separately under
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/4551206-722fhwa.pdf?sfvrsn=39a96868_23370201-722origind
Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, Design. 337-4.1 FC-5: The Department will design the FC-5 mixtures. Furnish the materials and all, will have three weeks to design the mix. The Department will establish the design binder content for FC-5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/3370201-722origind.pdf?sfvrsn=c7725086_29480107.impl
and the following substituted: 948-2.3.1 General: Class I (50-year design service life) corrugated HDPE pipe, Class I PP: Class I (50-year design service life) PP pipe used for side drain, cross drain, storm
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/9480107.impl.pdf?sfvrsn=ecf21486_01050404-MM84V2.comm
approved mix design should have a target slump flow. Also, the production concrete should have, (1): Modify the item to read: The target slump flow of the previously approved SCC mix design has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/1050404-mm84v2.comm.pdf?sfvrsn=382d3b50_01050404-MM84V2.resp
. Subsection 8.4.6 – Table 1: Slump flow: Every approved mix design should have a target slump flow. Also, (1): Modify the item to read: The target slump flow of the previously approved SCC mix design has
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exceeds by 1 inch the design camber…” to “If the camber exceeds by 1 inch of the design camber
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/4500000resp.pdf?sfvrsn=eb7761a8_121020921.origind
/Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): Structures Design staff contacted (name): Will the proposed revision involve PPM changes? Yes No Roadway Design staff contacted (name, ): Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates Bulletin, in the Plans, Design Standards, Index No. 606. Temporary signals may be used, at the Contractor’s option
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/1020921.origind.pdf?sfvrsn=9263fe8b_03370302.FHWA
substituted: 337-4.1 FC-5: The Department will design the FC-5 mixtures. Furnish the materials and all, will have two weeks to design the mix. The Department will establish the design binder content for FC-5, (%) Target ± 3.50 (1) Tolerances for sample size of n = 1 from the verified mix design 337-6.2.1 Individual, : The Department will design the FC-5 mixtures. Furnish the materials and all appropriate information (source, gradation, etc.) as specified in 334-3.2.7. The Department will have two weeks to design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/3370302.fhwa.pdf?sfvrsn=c23678f4_01020906.comm
1020906 MAINTENANCE OF TRAFFIC COMMENTS FROM INTERNAL/INDUSTRY REVIEW Paul Gentry 414-4118 Paul.gentry@dot.state.fl.us Comments: (5-2-17, Internal) As has been discussed over the last 5-7 years, simply remove Temporary water-filled barrier off of having a APL requirement and remove any reference(s) in the specifications and future Design Standards. There have been numerous discussions, and Design resources of FDOT rely on the FDOT APL as a guide for approved products for varying work zone
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with the AASHTO LRFD Bridge Design Code: Change the term "fpe" to "fcpe" in equations 1, 2a, & 2b, conflicts with the AASHTO LRFD Bridge Design Code: Change the term "fpe" to "fcpe" in equations 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/4550300.resp.pdf?sfvrsn=d601ed9f_0SP0070104-2.resp
occurred with agency during design/permitting to confirm if a permit would be required for the work, occurred with agency during design/permitting to confirm if a permit would be required for the work
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to perform relocation if the project is a design-bid-build project. If the project is Design-Build
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/sp0070104-3.resp.pdf?sfvrsn=75bf7b42_04510701.origind
/Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): Structures Design staff contacted (name): Will the proposed revision involve PPM changes? Yes No Roadway Design staff contacted (name, ): Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates Bulletin, % of the factored design load to the prestressed soil anchor prior to testing. For the maximum test load, do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/4510701.origind.pdf?sfvrsn=21c7cb4d_04510200.FHWA
design load includes appropriate load factors to ensure that the overall structure has adequate, . 11.ProofLoad:Temporary loading of an anchor to its factored design load for testing purposes, may modify the design and/or the construction procedures. These modifications may include, but are not limited to, installing replacement prestressed soil anchors, reducing the factored design load, stressing and testing. The factored design load includes appropriate load factors to ensure
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item’s tonnage-weighted average Gmm is used instead of the design Gmm as defined in 234-8.1, of the design Gmm as defined in 234-8.1. Thepayareashallnotexceed105%ofthedesigned surface area
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r s q u a r e y a r d , t h e n u mber of gallons will be determined assuming a mix design, mined assuming a mix design with 3% liquid asphalt weighing 8.58 pounds per gallon
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/Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): Structures Design staff contacted (name): Will the proposed revision involve PPM changes? Yes No Roadway Design staff contacted (name, ): Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates Bulletin, includes lens panel assemblies, ensure they are modular in design, removable, and interchangeable
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to 20% of the total aggregate in the design mix. Certify to the Engineer the RAP meets, Asphalt Pavement (RAP) may replace up to 20% of the total aggregate in the design mix. Use RAP from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3470201.fhwa.pdf?sfvrsn=a029e91f_0SS9480107
mitered end sections as indicated in the Design Standards. Providecertificationoftheactualmean diameter, mitered end sections as indicated in the Design Standards. Provide c e r t i f i c a t i o n o f t h
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mitered end sections as indicated in the Design Standards. Providecertificationoftheactualmean diameter, mitered end sections as indicated in the Design Standards. Provide c e r t i f i c a t i o n o f t h
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss9480107c0f2315182d647c393b90a09355fda3f.pdf?sfvrsn=4f303057_0