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SS3300000
used and weight to be pulled from each bin to assure compliance with Mix Design, check mixing time, , in accordance with its effect on the uniformity of the mix. 330-6 Preparation of the Mixture, aggregates. Continue mixing until the mixture is thoroughly uniform with all particles fully coated, and the capacity of the mixer, mix sufficiently to produce a thoroughly and uniformly coated mixture. 330-6.2 Continuous Mixing: Introduce the dried aggregates and mineral filler (if required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss33000003b0005eeea3f462da7b3d6374c5c7e53.pdf?sfvrsn=5dfb52b7_03460203-723D01impl
or recommendation as stipulated on the mixer rating plate. 346-7.2 Transit Truck Mixing: Produce a completely uniform mixed concrete in a truck mixer for a minimum of 70 revolutions at the mixing, mix. Ensure that both mixes contain the same cement, fly ash or slag, coarse and fine aggregates, and admixtures. Submit both mixes for approval as separate mix designs, both meeting all, mixing revolutions. Do not make more than two mix adjustments. Seek approval from the Engineer prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/3460203-723d01impl.pdf?sfvrsn=74e90872_13460203-723origind
as stipulated on the mixer rating plate. 346-7.2 Transit Truck Mixing: Produce a completely uniform mixed concrete in a truck mixer for a minimum of 70 to 100 revolutions at the mixing speed, and the mix without calcium nitrite as the redesigned mix. Ensure that both mixes contain the same, water is added, record the added quantity and mix the concrete 30 additional drum mixing, a time extension is granted. 346-7.3 On-site Batching and Mixing: Use a mixer of sufficient capacity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/3460203-723origind.pdf?sfvrsn=1cd4617e_13530000.origind
mixer at the plant. Mix each batch at the plant at the mixing speed for 70-100 revolutions, . Mix the concrete for 30 additional revolutions at mixing speed after the accelerator is added, additional revolutions at mixing speed after the accelerator is added to the mixer. Do not add accelerator, Design Mix prior to the addition of accelerating mixture. Rejectconcretewithaslumporaircontentthatdoes, relationship curve as determined by FM 3-C1074 for opening to traffic as determined during design mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/3530000.origind.pdf?sfvrsn=54f0fa27_0SPM5770000-724-i19424
. 577-4.5 Mixing: Mix the additional shoulder material with the existing non-paved shoulder, 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 non-paved shoulder to the required, seven Calendar days before mixing operations in the area. Placement of materials to be added must, to beginning work where digging or grading work is required. 577-4.2 Sequence of Operations: Proceed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/maintenance/finalized/spm5770000-724-i19424.pdf?sfvrsn=1eac1662_1SPM5770000-725-i19907
. 577-4.5 Mixing: Mix the additional shoulder material with the existing non-paved shoulder, 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 non-paved shoulder to the required, seven Calendar days before mixing operations in the area. Placement of materials to be added must, to beginning work where digging or grading work is required. 577-4.2 Sequence of Operations: Proceed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/finalized/spm5770000-725-i19907.pdf?sfvrsn=4b91fbb_1SSM5770000-723-i18621
. 577-4.5 Mixing: Mix the additional shoulder material with the existing non-paved shoulder, . 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 non-paved shoulder, than seven Calendar days before mixing operations in the area. Placement of materials to be added, to beginning work where digging or grading work is required. 577-4.2 Sequence of Operations: Proceed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/finalized/ssm5770000-723-i18621.pdf?sfvrsn=1f959d71_2SSM5770000-122
Mixing: Mix the additional shoulder material with the existing non-paved shoulder with a pulver, . 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 non-paved shoulder to the required, seven Calendar days before mixing operations in the area. Placement of materials to be added must, work where digging or grading work is required. 577-4.2 Sequence of Operations: Proceed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/maintenance/finalized/ssm5770000-122.pdf?sfvrsn=f3c1bd04_2SSM5770000-722-i17990
Mixing: Mix the additional shoulder material with the existing non-paved shoulder with a pulver, . 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 non-paved shoulder to the required, seven Calendar days before mixing operations in the area. Placement of materials to be added must, work where digging or grading work is required. 577-4.2 Sequence of Operations: Proceed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/maintenance/finalized/ssm5770000-722-i17990.pdf?sfvrsn=eb70cd12_2SSM5770000-721
Mixing: Mix the additional shoulder material with the existing non-paved shoulder with a pulver, . 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 non-paved shoulder to the required, seven Calendar days before mixing operations in the area. Placement of materials to be added must, work where digging or grading work is required. 577-4.2 Sequence of Operations: Proceed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/maintenance/finalized/ssm5770000-721.pdf?sfvrsn=20690483_2SS5770000-i16490
or sodded. Spread the material to conform to the desired shoulder configuration. 577-4.5 Mixing: Mix, mixer to a depth such that the upper four inches of the existing shoulder becomes uniformly mixed, 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 non-paved shoulder to the required depth, Calendar days before mixing operations in the area. Placement of materials to be added must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/maintenance/finalized/ss5770000-i16490.docx?sfvrsn=e274291_2SS5770000
or sodded. Spread the material to conform to the desired shoulder configuration. 577-4.5 Mixing: Mix, mixer to a depth such that the upper four inches of the existing shoulder becomes uniformly mixed, 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 non-paved shoulder to the required depth, Calendar days before mixing operations in the area. Placement of materials to be added must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/finalized/ss5770000.docx?sfvrsn=8888f139_2SS5770000impl
configuration. 577-4.5 Mixing: Mix the additional shoulder material with the existing non-paved shoulder, . 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 non- paved shoulder, than seven Calendar days before mixing operations in the area. Placement of materials to be added, to beginning work where digging or grading work is required. 577-4.2 Sequence of Operations: Proceed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/implemented/ss5770000impl.pdf?sfvrsn=64dc1361_2D3370000.do
with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous mixture, will be required for these mixtures. 337-7.2 FC-3: The FC-3 mixture will be accepted on the roadway, as defined in these Specifications. This Section specifies mixes designated as FC-2, FC-3, FC-5, FC, or modifications specified herein for the various mixtures. For projects with a total quantity of FC-2, FC-3, specified herein for the various mixtures. 337-2.4 Fine Aggregate: Meet the requirements of Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3370000.dod0f95f14e80944d5855f591d7ec38404.pdf?sfvrsn=b8d4d9ae_0D3370000.do
with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous mixture, will be required for these mixtures. 337-7.2 FC-3: The FC-3 mixture will be accepted on the roadway, as defined in these Specifications. This Section specifies mixes designated as FC-2, FC-3, FC-5, FC, or modifications specified herein for the various mixtures. For projects with a total quantity of FC-2, FC-3, specified herein for the various mixtures. 337-2.4 Fine Aggregate: Meet the requirements of Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3370000.do.pdf?sfvrsn=24ed7080_03340000.origind
and cleanup of specification. Summary of the changes: 1. Removed coarse graded mixtures. This mixture, the asphalt mixture using a combination of aggregate (coarse, fine or mixtures thereof), mineral filler, . 334-3.2 Mix Design: 334-3.2.1 General: Design the asphalt mixture in accordance with AASHTO R, changed, and the Engineer will no longer allow the use of the mix design. 334-3.2.2 Mixture, temperature for the mixture at the plant (mixing temperature) and a target temperature for the mixture
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/3340000.origind.pdf?sfvrsn=cfa1037f_0LAP3440000-122FHWA
respective mix design numbers and quantities of batched concrete. 344-4 Acceptance of the Work, time may be extended to the allowable mixing time shown in the mix design. Furnish a delivery ticket, production shutdown. 344-3.7 Mixers: For Category 3 concrete, do not place concrete from a truck mixer, : Construct concrete structures 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
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at a similar cost if the mixture is modified. None of the alternative mixes developed in this project, -graded, depending on the gradation of the aggregate in the mixture. Dense-graded mixtures generally, aggregate present in the mix or surface treatment. Granite and gravel asphalt mixes were present, of four historical mixtures on the Track using Oklahoma aggregates. Furthermore, the OGFC mixture, slag mixes improved terminal friction after 100,000 cycles versus the granite and the control mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed59-rpt.pdf?sfvrsn=dda3637d_12025_Construction Academy_Structural Materials_03-25-2025
Mixers: Batch Plants equipped with a central mixer. Dry Mixers: Batch Plants without a central mixer. Plants weigh the materials, and ready-mix trucks are utilized to mix and transport, /programmanagement/otherfdotlinks/ developmental/default.shtm Movable Mixers: Proportion, mix and deliver, mixer identification card. - If the mixe r card is not present, the Contractor must reject the load, of the concrete mix design) Installation Mixing Concrete Placement Mainta in a minimum slump of 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/2025_construction-academy_structural-materials_03-25-2025.pdf?sfvrsn=b541517e_13370302-724IMPLreplace
mixtures. A list of aggregates approved for use in friction course may be available on the Department’s, for friction courses may be used. Mixtures utilizing High Polymer (HP) binder are not allowed to contain, polymer binder may be substituted in a mixture with PG 76-22 binder at no additional cost, of approved friction course aggregates for FC-5 mixtures Minimum percentage of approved friction course aggregates for FC-9.5 and FC-12.5 mixtures Percentage of hydrated lime required in FC-5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/3370302-724implreplace.pdf?sfvrsn=7531544c_1