13229 search results for DESIGN
SP5500200
FENCING. (REV 1-6-98) (7-00) ARTICLE 550-2 (Page 623) is deleted and the following substituted: 550-2 Types of Fence. Thetypeoffencetobeconstructedisdesignatedasfollows: TypeA(Farm Fence). Fabric:Galvanizedsteelwovenwirefarm fence. Line P o s t s : R e c y c l e d P l a s t i c . Corner,PullandEndPostAssemblies: Galvanized steel, timber, recycled plastic or concrete as specified in the Design Standards. TypeB(Chain-LinkFence). Metalposts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp5500200.pdf?sfvrsn=a6856a98_0SP5500200
FENCING. (REV 1-6-98) (7-00) ARTICLE 550-2 (Page 623) is deleted and the following substituted: 550-2 Types of Fence. Thetypeoffencetobeconstructedisdesignatedasfollows: TypeA(Farm Fence). Fabric:Galvanizedsteelwovenwirefarm fence. Line P o s t s : R e c y c l e d P l a s t i c . Corner,PullandEndPostAssemblies: Galvanized steel, timber, recycled plastic or concrete as specified in the Design Standards. TypeB(Chain-LinkFence). Metalposts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/sp5500200.pdf?sfvrsn=1dc79f6b_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/2008/january-2008/workbook/ss6410100.pdf?sfvrsn=7c6cae12_01050404-MM6.2.comm
adding “Instructions for” as a prefix, such that it reads, “Instructions for Design Standards Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/1050404-mm6.2.comm.pdf?sfvrsn=176a22e4_01020909.impl
102 MAINTENANCE OF TRAFFIC. (REV 6-5-14) (FA 7-29-14) (1-15) SUBARTICLE 102-9.9 is deleted and the following substituted: 102-9.9 Portable Changeable Message Sign (PCMS): Furnish PCMSs or truck mounted changeable message signs that meet the requirements of Section 990 as required by the Plans and Design Standards to supplement other temporary traffic control devices used in work zones. SUBARTICLE 102-11.15 is deleted and the following substituted: 102-11.15 Portable Changeable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/1020909.impl.pdf?sfvrsn=20688a16_03370802.impl
from the verified mix design The weight of the mixture shall be determined as provided in 320-3.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/3370802.impl.pdf?sfvrsn=b24dab4d_09480107.impl
are not to be constructed of PVC. Use only concrete or metal mitered end sections as indicated in the Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/9480107.impl.pdf?sfvrsn=68d6881a_0SP5500200
FENCING. (REV 1-6-98) (7-00) ARTICLE 550-2 (Page 623) is deleted and the following substituted: 550-2 Types of Fence. Thetypeoffencetobeconstructedisdesignatedasfollows: TypeA(Farm Fence). Fabric:Galvanizedsteelwovenwirefarm fence. Line P o s t s : R e c y c l e d P l a s t i c . Corner,PullandEndPostAssemblies: Galvanized steel, timber, recycled plastic or concrete as specified in the Design Standards. TypeB(Chain-LinkFence). Metalposts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp5500200.pdf?sfvrsn=9e7f8227_0SS2340801
the verified mix design Theweightofthemixture shall be determined as provided in 320-2.2. For target
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss2340801.pdf?sfvrsn=92faab53_0SP5500200
FENCING. (REV 1-6-98) (1-10) ARTICLE 550-2 (Page 690) is deleted and the following substituted: 550-2 Types of Fence. Thetypeoffencetobeconstructedisdesignatedasfollows: TypeA(Farm Fence). Fabric:Galvanizedsteelwovenwirefarm fence. Line P o s t s : R e c y c l e d P l a s t i c . Corner,PullandEndPostAssemblies: Galvanized steel, timber, recycled plastic or concrete as specified in the Design Standards. TypeB(Chain-LinkFence). Metalposts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp5500200.pdf?sfvrsn=3c791aa9_03200603.origind
by these changes? Construction. Are changes needed to the PPM, Design Standards, SDG, CPAM or other manual, to be updated (please include changes in the redline)? Is a Design Bulletin, Construction Memo, will be for each day, for each design mix on the first five loads and one out of every five loads, , the upper tolerances 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/internal/3200603.origind.pdf?sfvrsn=61d454eb_01021121.resp
to include the sentence stating “The number of strips used must meet the requirements of the Design, and maintain temporary traffic control devices as detailed in the Plans, Index 600 of the Design Standards, within the Contract Time. The number of strips used must meet the requirements of the Design, : This information is provided in Design Standards, Index No. 600 (page 4 of 13). No change made
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/1021121.resp.pdf?sfvrsn=98225d85_04550518DB.resp
this is a Design-Build Contract, the contractor and CEI may believe that by certifying this foundation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/4550518db.resp.pdf?sfvrsn=7887cf9a_04551508DB.resp
4551508DB STRUCTURES FOUNDATIONS. COMMENTS FROM INTERNAL/INDUSTRY REVIEW Rudy Powell 414-4280 Comment: (12-9-13) This change needs to be made to the design-build version also. Response: Done. ****************************************************************************** Shailesh Patel D5 Const. 386-943-5347 shailesh.patel@dot.state.fl.us Comment: (1-8-14) In the second paragraph: The fluid sampling interval “ not exceeding 30 feet up the shaft,” may not be clear in some cases
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/4551508db.resp.pdf?sfvrsn=69f7bd0a_06630000.resp
Design Guide, and the FHWA Railroad-Highway Grade Crossing Handbook regarding signal timing, termination, preemption and other aspects of intersection design and controller programming requirements, /design-specific considerations that must be addressed in the engineering and implementation of signal timing/preemption plans. Specific use cases and rules for design and operation of specific
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/6630000.resp.pdf?sfvrsn=f9096b13_09310102.resp
9310102 All Jobs 9310102 Metal Accessory Materials for concrete pavement and concrete Structures COMMENTS FROM INTERNAL/INDUSTRY REVIEW Gevin J. McDaniel, P.E. Senior Structures Design Engineer Comment: (10-17-13) The ASTM requirements should only be listed in Section 931. All other sections should refer to 931 instead of the ASTM. Response: I agree with the comment and propose changes in Section 931 as followis Section 931 is expanded as follows: 931-3.6 Materials: The wire
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/9310102.resp.pdf?sfvrsn=66ba683d_01020902.FHWA
in accordance with the Plans and Design Standards. Meet the requirements of 700-1.2.45 and 990-8, recommendations and as specified in the Design Standards. Provide Federal Highway Administration’s (FHWA, in accordance with the Plans and Design Standards. Meet the requirements of 700-1.2.4 and 990-8 Use only, and as specified in the Design Standards. Provide Federal Highway Administration’s (FHWA) accepted sign
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/1020902.fhwa.pdf?sfvrsn=7cb1e734_03200603.origind
, Design Standards, SDG, CPAM or other manual? No. Is a Design Bulletin, Construction Memo, or Estimates, temperatures will be for each day, for each design mix on the first five loads and one out, 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/january-2014/review/internal/3200603.origind.pdf?sfvrsn=e1cc3a30_00081000DB-723origind
FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Synopsis: Summarize the changes, .) Maintenance Specs Will this revision necessitate any of the following: Design Bulletin Construction Bulletin, Darla.Hunsicker@dot.state.fl.us Valencia Cunningham 850-414-4101 Valencia.Cunningham@dot.state.fl.us 0081000DB All Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/0081000db-723origind.pdf?sfvrsn=39d9d30e_13500902-723comm
3500902 CEMENT CONCRETE PAVEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW Deborah Ihsan Deborah.Ihsan@dot.state.fl.us 954-777-4387 Comments: (8-31-22 Industry) Cement Concrete Pavement- The Standard spec section 350-2 requires a concrete strength of 3000 psi as “ Submit a mix design to the Engineer for approval prior to use. Provide concrete with a minimum 28-day compressive strength of 3,000 psi and maximum water to cementitious materials ratio of 0.50” . The proposed draft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/3500902-723comm.pdf?sfvrsn=18247405_1