1780 search results for work mix
LAP334-725
concrete mix that meets the requirements of this specification. 334-1.2 Asphalt Work Mix Categories, the appropriate mix type as shown in Table 334-1. Table 334-1 Mix Types Asphalt Work Category Mix Types, the asphalt mixture in accordance with AASHTO R 35, except as noted herein. Submit the proposed mix, only fine mixes. 334-3.2.3 Gyratory Compaction: Compact the design mixture in accordance, by weight of total mix intended to be incorporated in the completed mixture, shown to the nearest
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- fired, opaque, glazed top surface. The marker shall be manufactured from a mixture of intimately mixed, [15ºC]. Mixtheadhesivewithafixedratiopositivedisplacement metering system supplied by pumps, will not permit hand mixing. Apply the adhesive in sufficient quantity to ensure the following: A.100, will be full compensation for all work specified in this Section. Payment will be made under
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d7040000.do.pdf?sfvrsn=518b5d83_03340104-723origind
/index.shtm. When warm mix technologies are used, for mixtures containing a PG 52--28, PG 58--22, or PG 67--22 binder, a mixture will be considered a warm mix asphalt design if the mixing temperature is 285, thickness) Gmm= Maximum specific gravity from the verified mix design The weight of the mixture shall, and the following substituted: 334-3.2 Mix Design: 334-3.2.1 General: Design the asphalt mixture, mixture, submit the proposed mix design with supporting test data indicating compliance with all mix
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)Mixtheconcrete intermittently for 30 seconds every five minutes at the mixing speed of the mixer. (5, the slump is 4 inches or less. Remix the mix for one minute at the mixing speed of the mixer, . The D e p a r t ment may approve proposed flowing concrete mixes, centrally mixed at the placement, of the test temperature. (2)Ensurethatthemix is at least 3 yd 3 and is mixed in a mixer truck. (3, calcium nitrite as the redesigned mix. Ensure that both mixes contain the same cement, fly ash or slag
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3460000.pdf?sfvrsn=821cb5d0_0SS3460000
or less. Remix the mix for one minute at the mixing speed of the mixer before these tests are run, ment may approve proposed flowing concrete mixes, centrally mixed at the placement site, without, . (2)Ensurethatthemix is at least 3 yd 3 and is mixed in a mixer truck. (3)Afterinitialmixing, for 30 seconds every five minutes at the mixing speed of the mixer. (5)Determine slump, concrete, as the redesigned mix. Ensure that both mixes contain the same cement, fly ash or slag, coarse and fine
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3460000.pdf?sfvrsn=1192a65b_0SS3460000
or less. Remix the mix for one minute at the mixing speed of the mixer before these tests are run, ment may approve proposed flowing concrete mixes, centrally mixed at the placement site, without, . (2)Ensurethatthemix is at least 3 yd 3 and is mixed in a mixer truck. (3)Afterinitialmixing, for 30 seconds every five minutes at the mixing speed of the mixer. (5)Determine slump, concrete, as the redesigned mix. Ensure that both mixes contain the same cement, fly ash or slag, coarse and fine
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3460000fb6feeb5634142619205128961aff379.pdf?sfvrsn=3ef4596b_03340104-723impl
When warm mix technologies are used, for mixtures containing a PG 52-28, PG 58-22, or PG 67-22 binder, a mixture will be considered a warm mix asphalt design if the mixing temperature is 285°F or less. For mixtures containing a PG 76-22 or High Polymer binder, a mixture will be considered a warm mix asphalt design if the mixing temperature is 305°F or less. The Engineer will consider any, of any asphalt mixture, submit the proposed mix design with supporting test data indicating compliance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/3340104-723impl.pdf?sfvrsn=65fa9eb4_2SMO-26-03
Existing Work • “Artificial Intelligence Based Mix Design of Pavement Mixes” - Mallick, Nivedya, of using AI for mix design verification purposes, 2) using AI to actually design mixtures based, , and Sun - 2021 Keywords Used In Existing Work Search (Cannot leave blank) Asphalt, asphalt mix, Intelligence (AI) to Analyze Asphalt Mix Designs Justification The SMO has extensive data on asphalt mix designs – from the mix design verification stage to the production and performance stages
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m 3 ] and is mixed in a mixer truck. (3)Afterinitial mixing, determine the slump, concrete, the mix for one minute at the mixing speed of the mixer before these tests are run. (6)Beginall elapsed, minutes at the mixing speed of the mixer. (5)Determine slump, concrete temperature, ambient, mixes. For example, designate the mix with calcium nitrite as the original mix and the mix without calcium nitrite as the redesigned mix. Ensure that both mixes contain the same cement, fly ash
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with Mix Design, check mixing time, and check operations of weigh bucket and scales. For Drum Mixer, with its effect on the uniformity of the mix. 330-6 Preparation of the Mixture. 330-6.1 Batch Mixing, and the capacity of the mixer, mix sufficiently to produce a thoroughly and uniformly coated mixture, BITUMINOUS MIXTURES - GENERAL CONSTRUCTION REQUIREMENTS 330-1 Description. Construct plant-mixed hot, aggregates. Continue mixing until the mixture is thoroughly uniform with all particles fully coated
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) PAGE462.ThefollowingnewSectionisaddedafterSection451: SECTION453 EPOXYJOINTINGOFPRECASTSEGMENTS 453-1Description. Furnish,mix, as the material listed on the QPL. 453-3 Qualifications of Contractor’s Personnel. For mixing, handling, at the beginning of this work. Ensurethatallpersonnelwhowillbeworkingwiththeepoxy bonding agent, and a hardener, with each component distinctly pigmented so that mixing produces a third color similar, , proportioned in the proper reacting ratio, ready for combining and mixing in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4530000.do.pdf?sfvrsn=a097ca73_04530000SS
until a uniform color is achieved. Mix with a properly sized mechanical mixer operating at no more than, ) PAGE462.ThefollowingnewSectionisaddedafterSection451: SECTION453 EPOXYJOINTINGOFPRECASTSEGMENTS 453-1Description. Furnish,mix, as the material listed on the QPL. 453-3 Qualifications of Contractor’s Personnel. For mixing, handling, at the beginning of this work. Ensurethatallpersonnelwhowillbeworkingwiththeepoxybondingagentare, , a resin and a hardener, with each component distinctly pigmented so that mixing produces a third
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4530000ss.pdf?sfvrsn=37136c29_04530000SS
until a uniform color is achieved. Mix with a properly sized mechanical mixer operating at no more than, ) PAGE462.ThefollowingnewSectionisaddedafterSection451: SECTION453 EPOXYJOINTINGOFPRECASTSEGMENTS 453-1Description. Furnish,mix, as the material listed on the QPL. 453-3 Qualifications of Contractor’s Personnel. For mixing, handling, at the beginning of this work. Ensurethatallpersonnelwhowillbeworkingwiththeepoxybondingagentare, , a resin and a hardener, with each component distinctly pigmented so that mixing produces a third
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4530000ss.pdf?sfvrsn=5f04fb7d_0SS4530000
and thoroughly mix until a uniform color is achieved. Mix with a properly sized mechanical mixer, ) PAGE490.ThefollowingnewSectionisaddedafterSection451: SECTION453 EPOXYJOINTINGOFPRECASTSEGMENTS 453-1Description. Furnish,mix, as the material listed on the QPL. 453-3 Qualifications of Contractor’s Personnel. For mixing, handling, at the beginning of this work. Ensurethatallpersonnelwhowillbeworkingwiththeepoxybondingagentare, , a resin and a hardener, with each component distinctly pigmented so that mixing produces a third
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4530000.pdf?sfvrsn=ce71038d_0SS4530000
and thoroughly mix until a uniform color is achieved. Mix with a properly sized mechanical mixer, ) PAGE490.ThefollowingnewSectionisaddedafterSection451: SECTION453 EPOXYJOINTINGOFPRECASTSEGMENTS 453-1Description. Furnish,mix, as the material listed on the QPL. 453-3 Qualifications of Contractor’s Personnel. For mixing, handling, at the beginning of this work. Ensurethatallpersonnelwhowillbeworkingwiththeepoxybondingagentare, , a resin and a hardener, with each component distinctly pigmented so that mixing produces a third
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4530000.pdf?sfvrsn=cf0c208b_0SS4530000
and thoroughly mix until a uniform color is achieved. Mix with a properly sized mechanical mixer operating, ) PAGE490.ThefollowingnewSectionisaddedafterSection451: SECTION453 EPOXYJOINTINGOFPRECASTSEGMENTS 453-1Description. Furnish,mix, as the material listed on the QPL. 453-3 Qualifications of Contractor’s Personnel. For mixing, handling, at the beginning of this work. Ensurethatallpersonnelwhowillbeworkingwiththeepoxybondingagentare, , a resin and a hardener, with each component distinctly pigmented so that mixing produces a third
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4530000.pdf?sfvrsn=f42d9dfc_0SS4530000
and thoroughly mix until a uniform color is achieved. Mix with a properly sized mechanical mixer operating, ) PAGE516.ThefollowingnewSectionisaddedafterSection451: SECTION453 EPOXYJOINTINGOFPRECASTSEGMENTS 453-1Description. Furnish,mix, as the material listed on the QPL. 453-3 Qualifications of Contractor’s Personnel. For mixing, handling, at the beginning of this work. Ensurethatallpersonnelwhowillbeworkingwiththeepoxybondingagentare, , a resin and a hardener, with each component distinctly pigmented so that mixing produces a third
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with Mix Design, check mixing time, and check operations of weigh bucket and scales. ForDrum Mixer Plants, effect on the uniformity of the mix. 330-6 Preparation of the Mixture. 330-6.1 Batch Mixing, . Continue mixing until the mixture is thoroughly uniform with all particles fully coated. 330-6.1.3, and the capacity of the mixer, the Engineer will designate the mixing time. In no case will the Engineer allow, mix design, into the mixer in synchronization with the accurate feeding of the hot asphalt cement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3300000.do4774787050354ff792f51141ed7986a1.pdf?sfvrsn=629425e1_0D3300000.do
with Mix Design, check mixing time, and check operations of weigh bucket and scales. ForDrum Mixer Plants, effect on the uniformity of the mix. 330-6 Preparation of the Mixture. 330-6.1 Batch Mixing, . Continue mixing until the mixture is thoroughly uniform with all particles fully coated. 330-6.1.3, and the capacity of the mixer, the Engineer will designate the mixing time. In no case will the Engineer allow, mix design, into the mixer in synchronization with the accurate feeding of the hot asphalt cement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3300000.do.pdf?sfvrsn=313fd48a_0SS3460000
. Remix the mix for one minute at the mixing speed of the mixer before these tests are run. (8, cubic yards and is mixed in a truck mixer with a valid mixer identification card. (4) After initial, to the midrange of the manufacturer's recommended mixing speed. When concrete is not being mixed, . The Department may approve proposed flowing concrete mixes, centrally mixed at the placement site, without, these concretes using separate design mixes. For example, designate the mix with calcium nitrite as the original
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