1780 search results for work mix
3370302-724origind
with limestone and/or shell rockClass A aggregate with Class B or C aggregate for FC-5 mixtures. A list, rate of 1.0% by weight of the total dry aggregate to mixes containing granite or granitic gneiss, to mixes containing any amount of granite from Nova Scotiain accordance with Table 337-1. SUBARTICLE, . As an exception, mixes that contain a minimum of 60% of approved friction course aggregates, sources of aggregate not approved for friction courses may be used. Mixtures utilizing High Polymer (HP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/3370302-724origind.pdf?sfvrsn=e10c54a9_2SS3370000
Mixtures: When using surge or storage bins in the normal production of FC-5, do not leave the mixture, by the Contractor. The target mixing temperature may be reduced when using warm mix technology. 337-7.4, 337-1 Description. Construct an asphalt concrete friction course pavement with the type of mixture specified in the Contract, or when offered as alternates, as selected. This Section specifies mixes, performance. Warm mix technologies (additives, foaming techniques, etc.) listed on the Department’s website
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss3370000.pdf?sfvrsn=8817b19_0SS3370000
. The target mixing temperature may be reduced when using warm mix technology. 337-7.4 Compaction, 337-1 Description. Construct an asphalt concrete friction course pavement with the type of mixture specified in the Contract, or when offered as alternates, as selected. This Section specifies mixes, 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 for obtaining this information, if available
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss3370000.pdf?sfvrsn=bfc76f17_01600000.impl
Mixed Material Requirements: At the completion of the mixing, ensure the following requirements, the mixing operations (and the work of stabilizing), and the Department will not pay for stabilization, ” with “subgrade” and meet the acceptance criteria of 160-4.2. Isolated mixing operations, Testing of Local Material before Mixing: When local materials are used for stabilizing, randomly, in the table below before mixing.The Engineer may waive these testing requirements if the additive stabilizing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/1600000.impl.pdf?sfvrsn=49b4e10e_0D5300000.do
content occurring in the stockpile. Mixthesandandcement until the mixture is of uniform color, paper capable of holding the sand-cement mixture without leakage. Ensure that sack material, in the completed work. Use sacks that are free from holes and strong enough to withstand handling without, is of a type and quality appropriate for this work as determined by the Engineer, and the sand, Mixing Materials: Proportion sand and cement in the ratio of 5 cubic feet [0.14 m 3 ] of sand to 94
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5300000.do.pdf?sfvrsn=c4157f0_0LAP344
mixing time shown in the mix design. Furnish a delivery ticket on a form approved by the Engineer, 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 the construction of cast-in-place, -reinforced cast-in- place elements. 344-1.2.2 Concrete Work Category 2: Includes the construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/lap/lap344.docx?sfvrsn=95bd7fb3_1LAP3440000
mixing time shown in the mix design. Furnish a delivery ticket on a form approved by the Engineer, 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 the construction of cast-in-place, -reinforced cast-in- place elements. 344-1.2.2 Concrete Work Category 2: Includes the construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/lap/lap3440000.docx?sfvrsn=1c8c8ff3_6LAP3440000-122impl
mixing time shown in the mix design. Furnish a delivery ticket on a form approved by the Engineer, 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 the construction of cast- in-place, -reinforced cast-in- place elements. 344-1.2.2 Concrete Work Category 2: Includes the construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/implemented/lap3440000-122impl.pdf?sfvrsn=611b8c3c_23340203-722origind
/asphalt/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°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, . Prior to the production of any asphalt mixture, submit the proposed mix design with supporting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/3340203-722origind.pdf?sfvrsn=ae041aeb_2SS3300000
330 HOT MIX ASPHALT – GENERAL CONSTRUCTION REQUIREMENTS. (REV 7-20-11) (FA 8-4-11) (1-12) SECTION 330 (Pages 250 – 265) is deleted and the following substituted: SECTION 330 HOT MIX ASPHALT, and construction requirements for hot mix asphalt (including warm mix asphalt) pavements and bases, will be monitored: pavement density, mix temperature, pavement smoothness, pavement cross-slope, mix spread, device, at a minimum frequency of once per 1,500 feet of pavement. 2. Mix Temperature: Determine
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss3300000.pdf?sfvrsn=b50a1d01_03340203-722impl
, 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, herein. Prior to the production of any asphalt mixture, submit the proposed mix design, of the mix design. 334-3.2.2 Mixture Gradation Requirements: Combine the coarse and fine aggregate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/3340203-722impl.pdf?sfvrsn=2d04a1d1_23460000.FHWA
will approve the proposed mix design. The Department may approve proposed flowing concrete mixes, design 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, Mixing and Delivering Concrete. 346-7.1 General Requirements: Operate all concrete mixers at speeds, . 346-7.2 Transit Truck Mixing: When water is added at the jobsite, mix the concrete 30 additional
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/3460000.fhwa.pdf?sfvrsn=f318b94c_0SS3370000
course mixes, on the entire project. Traffic Level C, D and E mixtures will be accepted under Option, with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous mixture, COURSES 337-1 Description. Constructanasphaltconcretefrictioncoursepavement with the type of mixture specified in the Contract, or when offered as alternates, as selected. This Section specifies mixes, . 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/ss3370000.pdf?sfvrsn=e779fc40_0SS3370000
course mixes, on the entire project. Traffic Level C, D and E mixtures will be accepted under Option, with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous mixture, COURSES 337-1 Description. Constructanasphaltconcretefrictioncoursepavement with the type of mixture specified in the Contract, or when offered as alternates, as selected. This Section specifies mixes, . 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/ss33700005e1b9f9fe8b449ff82cc8d041097719a.pdf?sfvrsn=be08c021_03371100-722impl
and the following substituted: 337-11 Method of Measurement. For the work specified under, for will be the weight of the mixture, in tons. For each pay item, the pay quantity will be based, . For dense-graded mixes, the adjusted plan quantity will be determined by dividing the pay item’s, in 334-1.4, then multiplying it by the tonnage-weighted average Gmm of the mixes used for the pay item. For open graded mixes, the adjusted plan quantity will be determined by dividing the pay item’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/3371100-722impl.pdf?sfvrsn=2c6e57cf_23340203-722FHWA
will be considered a warm mix asphalt design if the mixing temperature is 285°F or less. For mixtures, 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, . 334-3.1 General: Compose the asphalt mixture using a combination of aggregate (coarse, fine or mixtures, various sources may be combined. 334-3.2 Mix Design: 334-3.2.1 General: Design the asphalt mixture
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/3340203-722fhwa.pdf?sfvrsn=fa79db68_2LAP3340000-122comm
or Heath Riley 850-330-1323. Page 7: 334-5.2.1334-5.2.1 General: Spread Place the mixture only when, transportation of asphalt mixtures from the plant when rain begins at the roadway. Do not place asphalt mixtures while rain is falling, or when there is water on the surface to be covered. Once the rain, to the satisfaction of the Engineer, and the temperature of the mixture caught in transit still meets the requirements as specified in 334-5.3, the Contractor may then place the mixture caught in transit. Page
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......................................................................... 28 Table 3. Concrete mix design information for mixture 1, mix design information for mixture 2, cylinders made for mixture 2 ................................ 36 Table 11. Concrete mix design information, ................................ 40 Table 15. Concrete mix design information for mixture 4, . Concrete mix design information for mixture 5
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the surface and add fresh mixture. 330-6.1.7 Hand Work: In limited areas where the use of the paver, 330 HOT MIX ASPHALT - GENERAL CONSTRUCTION REQUIREMENTS. (REV 6-9-22) (FA 9-8-22) (FY 2023-24) SUBARTICLE 330-6.1 is deleted and the following substituted: 330-6 Placing Mixture. 330-6.1 Requirements Applicable to All Pavement Types: 330-6.1.1 Alignment of Edges: Place all asphalt mixtures, , place the mixture in strips in such a manner as to provide for the passage of traffic. As an option
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used and weight to be pulled from each bin to assure compliance with Mix Design, check mixing time, the verified mix design by weighing each separate bin size, convey them to the empty mixer. 330-6.1.2, with, or after, the hot aggregates. Continue mixing until the mixture is thoroughly uniform with all, to the nature of the aggregates 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss3300000.pdf?sfvrsn=ebd409a8_0