1780 search results for work mix
Dev346FRC6-4-24
the work for fiber reinforced concrete used in concrete bridge decks and link-slabs placed above, reinforced concrete mixes, use Type D water-reducing and retarding admixture, and shrinkage, of the concrete surface. Include the details of the mixing, batching, delivery, placement, with the mix design to the District Materials Office for approval: 1.Manufacturer’s printed, including application rate per cubic yard of concrete. 2.Manufacturer’s printed batching and mixing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/otherfdotlinks/developmental/files/dev346frc6-4-24.pdf?sfvrsn=42ce384c_1SS3340000
in accordance with Section 105 and shall apply to all mixes, including base, structural and friction courses, on the entire project. Traffic Level C, D and E mixtures will be accepted under Option 1 Mixture, Description. 334-1.1 General: Construct a Superpave Asphalt Concrete pavement with the type of mixture specified in the Contract, or when offered as alternates, as selected. Superpave mixes are identified, . OnprojectswithonlyTrafficLevelAand/orBasphaltmixtures, select Option 1 or Option 2 Mixture Acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3340000.pdf?sfvrsn=2df46d60_0SS3340000
in accordance with Section 105 and shall apply to all mixes, including base, structural and friction courses, on the entire project. Traffic Level C, D and E mixtures will be accepted under Option 1 Mixture, Description. 334-1.1 General: Construct a Superpave Asphalt Concrete pavement with the type of mixture specified in the Contract, or when offered as alternates, as selected. Superpave mixes are identified, . OnprojectswithonlyTrafficLevelAand/orBasphaltmixtures, select Option 1 or Option 2 Mixture Acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss33400006ef6958e5529425581dbeb7e338ae8b2.pdf?sfvrsn=820d0f43_0FRSC Agenda_2024-08-29
Dave Mixon - D5 Rail Javier Hurtado - D6 Rail Michael Pokers - D7 Rail Joe Bitar - TP Rail Robert, Safety Tool & Crossing Manual Highlight continued work and relationship to upcoming manual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/programs/florida-rail-safety-coalition/frsc-agenda_2024-08-29.pdf?sfvrsn=bfe2622f_1LAP334
mix that meets the requirements of this specification. 334-1.2 Asphalt Work Mix Categories: Construction of Asphalt Concrete Pavement will fall into one of the following work categories: 334-1.2.1, type as shown in Table 334-1. Table 334-1 Mix Types Asphalt Work Category Mix Types Traffic, Description. 334-1.1 General: Construct an Asphalt Concrete pavement based on the type of work specified in the Contract and the Asphalt Work Categories as defined below. Meet the applicable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/lap/lap334.docx?sfvrsn=742b13e8_1LAP3340000
mix that meets the requirements of this specification. 334-1.2 Asphalt Work Mix Categories: Construction of Asphalt Concrete Pavement will fall into one of the following work categories: 334-1.2.1, type as shown in Table 334-1. Table 334-1 Mix Types Asphalt Work Category Mix Types Traffic, Description. 334-1.1 General: Construct an Asphalt Concrete pavement based on the type of work specified in the Contract and the Asphalt Work Categories as defined below. Meet the applicable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/lap/lap3340000.docx?sfvrsn=60565346_6LAP33400001-22impl
mix that meets the requirements of this specification. 334-1.2 Asphalt Work Mix Categories: Construction of Asphalt Concrete Pavement will fall into one of the following work categories: 334-1.2.1, mix type as shown in Table 334-1. Table 334-1 Mix Types Asphalt Work Category Mix Types Traffic, Description. 334-1.1 General: Construct an Asphalt Concrete pavement based on the type of work specified in the Contract and the Asphalt Work Categories as defined below. Meet the applicable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/implemented/lap33400001-22impl.pdf?sfvrsn=904e5b84_23370201-722impl
of material sources on field performance. Warm mix technologies (additives, foaming techniques, etc.) listed on the Department’s website may be used in the production of the mix. The URL, specified herein for the various mixtures. 337-2.3 Coarse Aggregate: Meet the requirements, mixtures. 337-2.4 Fine Aggregate: Meet the requirements of Section 902, and any additional requirements or modifications specified herein for the various mixtures. 337-2.5 Hydrated Lime: Meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/3370201-722impl.pdf?sfvrsn=f3f3517_2SS3340000
in accordance with Section 105 and shall apply to all mixes, including base, structural and friction courses, on the entire project. Traffic Level C, D and E mixtures will be accepted under Option 1 Mixture, Description. 334-1.1 General: Construct a Superpave Asphalt Concrete pavement with the type of mixture specified in the Contract, or when offered as alternates, as selected. Superpave mixes are identified, . OnprojectswithonlyTrafficLevelAand/orBasphaltmixtures, select Option 1 or Option 2 Mixture Acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss3340000.pdf?sfvrsn=5c9fe212_0SS3340000
apply to all mixes, including base, structural and friction courses, on the entire project. Traffic Level C, D and E mixtures will be accepted under Option 1 Mixture Acceptance only. On Contracts having, Description. 334-1.1 General: Construct a Superpave Asphalt Concrete pavement with the type of mixture specified in the Contract, or when offered as alternates, as selected. Superpave mixes, . OnprojectswithonlyTrafficLevelAand/orBasphaltmixtures, select Option 1 or Option 2 Mixture Acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3340000.pdf?sfvrsn=e8c855a5_0LAP3440000origind
, the transit time may be extended to the allowable mixing time shown in the mix design. Furnish a delivery, and other concrete members, based on the type of work as described in the Contract Documents and the concrete work categories as defined below. 344-1.2 Work Categories: Construction will fall into one of the following concrete work categories: 344-1.2.1 Concrete Work Category 1: Includes, and slope pavement, or other non-reinforced cast-in- place elements. 344-1.2.2 Concrete Work Category
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/review-package/lap3440000origind.pdf?sfvrsn=4dd426cf_27100400.origind
been that the work zone pavement markings only have to be 150 mcd/lx·m 2 initially, the designation to work zone pavement markings. (2) Want the 14 day requirement for second application, never, is visible. Mixthepaintthoroughlypriortopouringintothepaintingmachine. Apply paint to the pavement by spray
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/7100400.origind.pdf?sfvrsn=d65e97eb_0SS7100400
. Mixthepaintthoroughlypriortopouringintothepaintingmachine. Apply paint to the pavement by spray or other means, for all work specified in this Section, including, all cleaning and preparing of surfaces, furnishing, , furnishing of all tools, machines and equipment, and all incidentals necessary to complete the work. Final
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss7100400346837109ae44fb2a69f722106a2995d.pdf?sfvrsn=b162bcbc_0SS7100400
. Mixthepaintthoroughlypriortopouringintothepaintingmachine. Apply paint to the pavement by spray or other means, for all work specified in this Section, including, all cleaning and preparing of surfaces, furnishing, , furnishing of all tools, machines and equipment, and all incidentals necessary to complete the work. Final
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss7100400.pdf?sfvrsn=88c4f040_0SS7100400
. Mixthepaintthoroughlypriortopouringintothepaintingmachine. Apply paint to the pavement by spray or other means, for all work specified in this Section, including, all cleaning and preparing of surfaces, furnishing, , furnishing of all tools, machines and equipment, and all incidentals necessary to complete the work. Final
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss7100400.pdf?sfvrsn=57f34383_0D5770000.do
earlier than seven calendar days before beginning mixing operations in that area. 577-4.4 Mixing: Mix, will not require mixing of borrow material and turf. At these locations, mix the seed into a seed bed, ........................................................................................Section 983 577-3 Equipment. 577-3.1 Equipment for Mixing Shoulders: Provide equipment that may include pulver mixer and rotovators with shovel-like cultivators, of a type that will mix the additional shoulder material with the existing turf to the required depth and which
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d5770000.do.pdf?sfvrsn=f93844ba_03340700.impl
334 SUPERPAVE A S P H A L T C O N C R E T E . (REV3-23-16)(FA5-4-16)(1-17) ARTICLE334-7isdeleted and the following substituted: 334-7 Method of Measurement. For the work specified under, for will be the weight of the mixture, in tons. For each pay item, excluding overbuild, the pay quantity, in 334-1.4, then multiplying it by the tonnage-weighted average Gmm of the mixes used for the pay item, binder material in the asphalt mix. For the calculation of unit price adjustments of bituminous
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/implemented/3340700.impl.pdf?sfvrsn=5817c643_0SS5300000
sand at the moisture content occurring in the stockpile. Mixthesandandcement until the mixture is of uniform color. 530-3.1.2 Filling Sacks: Accurately measure the mixed material into each sack, capable of holding the sand-cement mixture without leakage. Ensure that sack material is permeable, . Providesacksofuniform size and dimensions, in order to provide uniformity of lines in the completed work. Use sacks, against each other so as to form a close and molded contact after the sand and cement mixture has set up
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss5300000.pdf?sfvrsn=fac00430_0SS5300000
sand at the moisture content occurring in the stockpile. Mixthesandandcement until the mixture is of uniform color. 530-3.1.2 Filling Sacks: Accurately measure the mixed material into each sack, capable of holding the sand-cement mixture without leakage. Ensure that sack material is permeable, . Providesacksofuniform size and dimensions, in order to provide uniformity of lines in the completed work. Use sacks, against each other so as to form a close and molded contact after the sand and cement mixture has set up
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss5300000d2b5f7cdb063492cbabe0a5c7d1ed00c.pdf?sfvrsn=e56c00c2_0SS5300000
sand at the moisture content occurring in the stockpile. Mixthesandandcement until the mixture is of uniform color. 530-3.1.2 Filling Sacks: Accurately measure the mixed material into each sack, capable of holding the sand-cement mixture without leakage. Ensure that sack material is permeable, . Providesacksofuniform size and dimensions, in order to provide uniformity of lines in the completed work. Use sacks, against each other so as to form a close and molded contact after the sand and cement mixture has set up
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss5300000.pdf?sfvrsn=4e10cb02_0