13229 search results for DESIGN
9480000.resp
9480000 OPTIONAL DRAINAGE PRODUCTS AND LINER REPAIR SYSTEMS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Stefanie Maxwell 414-4314 stefanie.maxwell@dot.state.fl.us Comment: (6-18-14) I recommend not striking the sentence: "Use only concrete or metal mitered end sections as indicated in the Design Standards." This statement adds value and clarifies what can be used. Response: This change was made for consistency with a comment/response made during the July 2014 industry review for Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/9480000.resp.pdf?sfvrsn=d0c689a8_0SS5270000
concrete curb ramps and sidewalks constructed in accordance with the Design Standards, where indicated, in parallel rows in accordance with Index No. 304 of the Design Standards. Do not use detectable, detailed in Index No. 304 of the Design Standards. Submit Applications that include certified test, with the acceptance criteria provided in Index No. 304 of the Design Standards. 527-3 Installation Procedures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss5270000a67f4f8596f94d6fa207d0d8f687ab6f.pdf?sfvrsn=20f5acce_03530901.impl
353 CONCRETE P A V E MENT SLAB REPLACEMENT. (REV12-3-13)(FA12-16-13)(7-14) SUBARTICLE353-9.1isdeletedandthefollowingsubstituted: 353-9.1General: Construct transverse joints as specified in 350-12 and as shown on the Design Standards, except that dowels bars are installed per 353-9.2. Tie bars will not be placed along the longitudinal joints unless shown in the Contract Documents. Apply a liquid bond breaker recommended by the manufacturer for the intended application to all vertical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/3530901.impl.pdf?sfvrsn=4d53a9cf_0SS6410100
marked in accordance with Design Standards, Index No. 17725 including the date cast
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss6410100.pdf?sfvrsn=bfdb353f_03200603.FHWA
frequency for taking asphalt mix temperatures will be for each day, for each design mix on the first five, to the warm mix asphalt mix design do not apply. 3200603 All Jobs HOT MIX ASPHALT - PLANT METHODS, , for each design mix on the first five loads and one out of every five loads thereafter. Take, of Tables 320-2 and 320-3 as applied to the warm mix asphalt mix design do not apply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/3200603.fhwa.pdf?sfvrsn=77c66ce6_0SS5270000
in accordance with the Design Standards Index No. 304. 527-2 Materials. 527-2.1 Detectable Warning, aligned in parallel rows in accordance with Index No. 304 of the Design Standards. Do not use, of these Specifications and with the acceptance criteria detailed in Index No. 304 of the Design, of the Design Standards. 527-3 Installation Procedures. 527-3.1 Surface Preparation and Installation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss5270000.pdf?sfvrsn=9e20da58_07020402.origind
? none Are changes needed to the PPM, Design Standards, SDG, CPAM or other manual? no Is a Design, will be impacted by these changes? none Are changes needed to the PPM, Design Standards, SDG, CPAM or other manual? no Is a Design Bulletin, Construction Memo, or Estimates Bulletin needed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/7020402.origind.pdf?sfvrsn=5f6d7dc3_07010402.origind
? none Are changes needed to the PPM, Design Standards, SDG, CPAM or other manual? no Is a Design, will be impacted by these changes? none Are changes needed to the PPM, Design Standards, SDG, CPAM or other manual? no Is a Design Bulletin, Construction Memo, or Estimates Bulletin needed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/7010402.origind.pdf?sfvrsn=29393a9f_06710000.origind
, Specifications, Construction, and Roadway Design 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, Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/6710000.origind.pdf?sfvrsn=acc60998_01021121.origind
? Ezzel Benghuzzi and Missy Hollis. What other offices will be impacted by these changes? Design, . Are changes needed to the PPM, Design Standards, SDG, CPAM or other manual? No. Are all, changes in the redline)? Is a Design Bulletin, Construction Memo, or Estimates Bulletin needed, the Contract Time. The number of strips used must meet the requirements of the Design Standards, Index
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/1021121.origind.pdf?sfvrsn=43079a61_0SS3340000
on the design traffic level of the project, expressed in 18,000 pound Equivalent Single Axle Loads (ESAL’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss3340000.pdf?sfvrsn=3beb14eb_0SS5270000
.) constructed in accordance with the Design Standards Index No. 304. 527-2 Materials. 527-2.1, comprised of truncated domes aligned in parallel rows in accordance with Index No. 304 of the Design, in Index No. 304 of the Design Standards. Submit Applications that include certified test reports, provided in Index No. 304 of the Design Standards. 527-3 Installation Procedures. 527-3.1 Surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss5270000.pdf?sfvrsn=f9328e6e_04550510DB.comm
4550510DB – STRUCTURES FOUNDATIONS (DESIGN BUILD) – OPTIONAL SOIL SET-UP APPROACH COMMENTS FROM INTERNAL/INDUSTRY REVIEW Keith A. Waugh 352-787-1616 kwaugh@lewarecc.com Comment: (8-2-13, . In cases where setup is a part of the pile design, testing during initial driving is then mainly, to a certain capacity (say 1.1 times factored design load) with, or without testing, then 100% dynamic testing of all piles in a given foundation unit during restrike (at a time determined by the design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/4550510db.comm.pdf?sfvrsn=63b8385c_04551508.comm
. ****************************************************************************** Rudy Powell 414-4280 Comment: (12-9-13) This change needs to be made to the design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/4551508.comm.pdf?sfvrsn=bc4847dc_04580202.comm
section 932 requires that the Type D be use according to Design Standard Index 21110 which still
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/4580202.comm.pdf?sfvrsn=cffb74b5_0SS5210700
in Design Standards Index No. 410 do not require repair unless directed by the Engineer
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the terminal box containing the information described in the Design Standards. Beforeshipping,assemble
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/6490300.impl.pdf?sfvrsn=47e24c7c_0Project Schedule
Project Development & Environment (PD&E) Study FPID Number: 441700-1 ETDM Number: 14479 Public Hearing ♦ Virtual: Tu e s d a y, A p r i l 2 2 , 2 0 2 5 ♦ I n - P e r s o n : Wednesday, A p r i l 2 3 , 2 0 2 5 ♦ I n d i a n R i v e r S t a t e C o l l e g e , C h a s t a i n C a m p u s ♦ 2 4 0 0 S E S a l e r n o R o a d , S t u a r t , F L 34997 • Design and right-of-way phases are currently funded. • Construction phase is not c u r r e n t l y f u n d e d . PROJ ECT SCH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cove-road-study/project-schedule.pdf?sfvrsn=5493d5e9_1Evaluation Matrix
) impactsNone00 Social&neighborhoodimpactsNoneLowMedium EstimatedCosts(PresentDayCosts) Design(15
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cove-road-study/evaluation-matrix.pdf?sfvrsn=af38616b_1District Two Other Contracts Information
Initiative CEI Selections Design-Build Projects District Information Internet Bidding
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