1780 search results for work mix
D3540001.DO
recommendations before aggregates are added to the mixture. Blend the mixture in a mixer to produce, and Epoxy Concrete Mix Designs approved by the Engineer and in accordance with the Manufacturer’s written, traffic. Perform the work concurrent with other operations in progress within an area. Complete the work, with the manufacturer’s written recommendations. Handle, mix, place, consolidate, screed, and cure, . 354-3.4RepairMethodNo.3,EpoxyMortarorEpoxyConcrete:Submit Epoxy Mortar and Epoxy Concrete mix designs to the Engineer for verification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d3540001.do.pdf?sfvrsn=de5d556c_03370302.impl
for FC-5 mixtures. A list of aggregates approved for use in friction course may be available, . As an exception, mixes that contain a minimum of 60% of approved friction course aggregates of crushed granite, aggregate from other sources of aggregate not approved for friction courses. Mixtures utilizing, substituted: 337-4.1 FC-5: The Department will design the FC-5 mixtures. Furnish the materials and all, two 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/2018/january-2018/review/implemented/3370302.impl.pdf?sfvrsn=440de36b_02007Book
............................................................... 16 4 Scope of the Work....................................................................................... 19 5 Control of the Work, ........................................................................... 107 103 Temporary Work Structures, ................................................231 320 Hot Bituminous Mixtures – Plant, Methods, and equipment.................235 327 Milling, Bituminous Mixtures – General Construction Requirements.......... 244 334 Superpave Asphalt Concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/ebook/2007book.pdf?sfvrsn=f0438065_0D3350000.do
as specified in 331-6 for the bituminous mixture accepted at the plant and as specified in 331-7, in a bituminous mix, as determined by laboratory tests. If the local sand deposit consists, of the mixture is reduced below the minimum specified, add mineral filler or other approved material, is the type which will not produce clay balls in the mixture. 335-2.3 Mineral Filler: If needed, meet, to the asphalt plant at their destination. 335-3 Composition of Mixture. 335-3.1 General: Use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3350000.do.pdf?sfvrsn=aad602b5_0716eBook
............................................................................ 16 4 Scope of the Work .................................................................................................... 20 5 Control of the Work, ........................................................................................ 108 103 Temporary Work Structures, 320 Hot Mix Asphalts – Plant Methods and Equipment, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 260 330 Hot Mix Asphalt – General
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/ebook/716ebook1bd1383120d94cdea958c0ef9c6fa422.pdf?sfvrsn=c858a0f5_2716ebook
............................................................................ 16 4 Scope of the Work .................................................................................................... 20 5 Control of the Work, ........................................................................................ 108 103 Temporary Work Structures, 320 Hot Mix Asphalts – Plant Methods and Equipment, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 260 330 Hot Mix Asphalt – General
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/ebook/716ebook.pdf?sfvrsn=91838054_4716eBook_SS_DLS
............................................................................ 16 4 Scope of the Work .................................................................................................... 20 5 Control of the Work, ........................................................................................ 108 103 Temporary Work Structures, 320 Hot Mix Asphalts – Plant Methods and Equipment, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 260 330 Hot Mix Asphalt – General
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/ebook/716ebook_ss_dls.pdf?sfvrsn=36a22e18_0116eBook_SS_DLS
............................................................................ 16 4 Scope of the Work .................................................................................................... 20 5 Control of the Work, ........................................................................................ 107 103 Temporary Work Structures, 320 Hot Mix Asphalts – Plant Methods and Equipment, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 258 330 Hot Mix Asphalt – General
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/ebook/116ebook_ss_dls.pdf?sfvrsn=77d7e3bc_0116eBook
............................................................................ 16 4 Scope of the Work .................................................................................................... 20 5 Control of the Work, ........................................................................................ 107 103 Temporary Work Structures, 320 Hot Mix Asphalts – Plant Methods and Equipment, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 258 330 Hot Mix Asphalt – General
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/ebook/116ebook.pdf?sfvrsn=5bee762_04550701.impl
the mixing process and blending of freshly mixed slurry and previously used slurry. Repeat tests, . Use a cement grout mix consisting of a mixture of cementitious materials, admixtures, sand, through the pump, or through the mixer drum or agitator. 4. Use mixers capable of combining, , including casing installation procedures. 5. Details of slurry, including proposed methods to mix, submittals, including shop drawing and concrete design mixes. 11. Details of any required load tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/4550701.impl.pdf?sfvrsn=82e4dc5d_0Developmental Specifications
Associated Developmental Standard Plans/IDDS GENERAL CONSTRUCTION OPERATIONS Dev102SWZ - Smart Work Zone (SWZ) System (Maintenance of Traffic) Dev990SWZ - Smart Work Zone (SWZ) System (Materials Component) Must Be Used TogetherFurnish and use Smart Work Zone Devices as shown in the Plans. Derek Vollmer, /A Dev102WZCD - Work Zone Collision Detection and Avoidance System for Paving Operations (Maintenance, . Dev990WZCD - Work Zone Collision Detection and Avoidance System for Paving Operations (Materials
https://www.fdot.gov/programmanagement/otherfdotlinks/developmental/default.shtm5600000SS
recommendations and Section 6. 560-10 Mixing and Thinning. Mixinaccordancewiththemanufacturer recommendations. Perform all mixing operations over an impervious surface with provisions to prevent, . If certification expires, the firm will not be allowed to perform any work until the certification, . 560-11 Application of Coatings. 560-11.1 General: Train all coating personnel on the proper mixing, , and inspection criteria. Only personnel receiving this training may mix or apply coatings. Use thinners
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/5600000ssa4df5043c39047a5a2a5426ff9c77802.pdf?sfvrsn=f4e8be9b_0v1-section31-clean
the Producer and have production of the mixture stopped (Figure 3). For FC-5 mixes, if the Pb, District Materials Activities for Hot Mix Asphalt Construction 3-1-1 Volume I Section 3.1 DISTRICT, in the production of asphalt mixtures and the construction of asphalt pavements on Florida Department, Revised: December 7, 2023 District Materials Activities for Hot Mix Asphalt Construction 3-1-2, Activities The purpose of an IV is to independently verify that the quality of the asphalt mixture
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/v1-section31-clean.pdf?sfvrsn=f53d16b8_152004Book
...............................................................14 4 Scopeof the Work.......................................................................................17 5 Control of the Work, ...........................................................................101 103 Temporary Work Structures, ................................................216 320 Hot Bituminous Mixtures – Plant, Methods, and equipment.................220 327, Bituminous Mixtures – General Construction Requirements..........229 334 Superpave Asphalt Concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/ebook/2004book.pdf?sfvrsn=548df639_01050501.comm
prior is a bit much. A good example is concrete mixes. We have been at the mercy of the ready-mix, delay project work. Clerical changes such as adding a Technician or adding a pre-approved concrete design mix number should not require the five day approval period. Response, technician to work on a project he is qualified to work on for 5 days while we submit paperwork, notice and then wait 5 days, please insert language that allows contractor to work at their own risk
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/1050501.comm.pdf?sfvrsn=9fe0d058_0Developmental Specifications-Test
Work Zone (SWZ) System (Maintenance of Traffic) Dev990SWZ - Smart Work Zone (SWZ) System (Materials, Work Zone Devices as shown in the Plans. Derek Vollmer N/A Dev102TPSC - Temporary Portable Access, /A Dev330-475mix - Hot Mix Asphalt – General Construction Requirements Dev334-475mix - Superpave, of Type SP-4.75 and FC-4.75 mixtures. Greg Sholar N/A Dev330SE - Safety Edge Must have prior, Mix Asphalt - General Construction Requirements – Thick Lift Dev334TL - Superpave Asphaltic Concrete
https://www.fdot.gov/specifications/developmental-specifications-test3340000SS
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 as Type SP-9.5, and Quality Control Systems as specified in 6-8. TheEngineer will accept the work on a LOT-to-LOT, mixtures are based on the design traffic level of the project, expressed in 18,000 pound [80-kN, 1.11-1.50 0.79-1.06 0.80 >1.50 >1.06 Air Voids (Coarse Mixes) 1.05 0.00-0.55 0.00-0.39 1.00 0.56-1.10
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3340000ss.pdf?sfvrsn=7dea4b86_0SS9300000
)Therecommendedamountofresin,otherliquidcomponent, or both, to be mixed with the package contents. (3)Therecommendedlengthofmixing time or sequence of mixing and resting times in minutes. (c)Datethematerial was packaged. (d)Theyieldincubicfeetoryieldinft 2 /inthickness when mixed with the recommended amount, , Mixing, and Additional Testing: A LOT is the packaged repair material normally placed on a pallet. A unit sample is a single container or package of material randomly selected from the LOT. Mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9300000.pdf?sfvrsn=e71469f3_0SS9300000
)Therecommendedamountofresin,otherliquidcomponent, or both, to be mixed with the package contents. (3)Therecommendedlengthofmixing time or sequence of mixing and resting times in minutes. (c)Datethematerial was packaged. (d)Theyieldincubicfeetoryieldinft 2 /inthickness when mixed with the recommended amount, , Mixing, and Additional Testing: A LOT is the packaged repair material normally placed on a pallet. A unit sample is a single container or package of material randomly selected from the LOT. Mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss93000003640621b069647c4abfd387b5766c786.pdf?sfvrsn=c0d41f60_03340501int
quantity of hot mix asphalt for the project, as indicated in the Plans for Type B-12.5, Type SP and Type FC mixtures only, is less than 2,0004,000 tons, the Engineer will accept the mix on the basis, the following Administrative change: 334-2.3.5 Asphalt Binder for Mixes with RAP: Select the appropriate, to make changes during production. Table 334-2 Asphalt Binder Grade for Mixes Containing RAP, in AASHTO M 323. For Traffic Level C and E base and structural course mixtures, a fine aggregate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/3340501int.pdf?sfvrsn=7efd3cae_1