1780 search results for work mix
2016_Precision Assessment of the Florida Texture Meter
. Segregation produces a non-uniform mixture that is different from the original mix formula in asphalt, International University 10. Work Unit No. (TRAIS) 11. Contract or Grant No. BDV29 TWO 820-004 12, of mixes. FTM had similar or better precision to that of CTM. It is suggested that a tolerance of 2, , gradation segregation, Hot Mix Asphalt, 18. Distribution Statement Public distribution 19. Security, . No. of Pages 74 22. Price n/a ACKNOWLEDGEMENTS: The work represented herein was the result
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2016_precision-assessment-of-the-florida-texture-meter.pdf?sfvrsn=b92f7958_1LAP3340000-122FHWA
HOT MIX ASPHALT CONCRETE FOR LAP (OFF-SYSTEM) 334-1 Description. 334-1.1 General: Construct an Hot Mix Asphalt Concrete (HMA) pavement based on the type of work specified in the Contract, the requirements of this specification. 334-1.2 Asphalt Work Mix Categories: Construction of Hot Mix Asphalt, type as shown in Table 334-1. Table 334-1 HMA Mix Types Asphalt Work Category Mix Types Traffic, Engineer LAP3340000 LAP Class-D Projects HOT MIX ASPHALT CONCRETE FOR LAP (CLASS - DOFF-SYSTEM). (REV
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/fhwa/lap3340000-122fhwa.pdf?sfvrsn=65714857_23340700-722FHWA
by the tonnage-weighted average Gmm of the mixes used for the pay item. The bid price for the asphalt mix, 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. The bid price for the asphalt mix will include the cost of the liquid asphalt and the tack coat
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/3340700-722fhwa.pdf?sfvrsn=33a1583b_23340700-722FHWA
by the tonnage-weighted average Gmm of the mixes used for the pay item. The bid price for the asphalt mix, 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. The bid price for the asphalt mix will include the cost of the liquid asphalt and the tack coat
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/3340700-722fhwa49338e6c6b3748d7ab88d550124b0508.pdf?sfvrsn=f704c6b3_22013eBook
............................................................................ 16 4 Scope of the Work .................................................................................................... 19 5 Control of the Work, ........................................................................................ 106 103 Temporary Work Structures, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 235 320 Hot Mix Asphalts – Plant, Methods, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 248 v 330 Hot Mix Asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/ebook/2013ebook.pdf?sfvrsn=4aa23597_03370302.FHWA
granite and/or granitic gneiss with limestone and/or shell rock for FC-5 mixtures. Crushed, . As an exception, mixes that contain a minimum of 60% of approved friction course aggregates of crushed granite, fine 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, will have 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/fhwa/3370302.fhwa.pdf?sfvrsn=c23678f4_02000Book
0 4 1 0 3 Temporary Work Structures, HotBituminous Mixtures - Plant, Methods, and Equipment . . . 2 3 3 3 2 7, HotBituminous Mixtures - Quality Assurance, General Construction Requirements and Acceptance Procedures, and II of the specifications, sentences that direct the Contractor to perform work are written, . The public announcement, as required by law, inviting bids for work to be performed or materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2000/ebook/2000book.pdf?sfvrsn=c74aa82d_0D3390000.do
to prevent plant growth. 339-2 Materials. Forthepavement, use any plant-mixed hot bituminous mixture meeting the requirements of a mix design verified by the Engineer, except do not use open-graded friction course (FC-2 and FC-5). For bicycle paths, use a mixture that produces a finished pavement, and Soil Treatment. Priortoplacingofthehotbituminous mixture, shape the soil on which the pavement, Mixture. Uniformly place the hot bituminous mixture by machine or hand methods at the rate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3390000.do.pdf?sfvrsn=e6e192ec_03340102.impl
67-22 binder, a mixture will be considered a warm mix asphalt design if the mixing temperature, herein. Prior to the production of any asphalt mixture, submit the proposed mix design, conditionally verify or reject the mix as designed. For a Traffic Level A mixture, meet the mix design criteria for a Traffic Level B mixture and for a Traffic Level D mixture meet the mix design criteria for a Traffic Level E mixture. In addition, a Type SP mix one traffic level higher than the traffic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/3340102.impl.pdf?sfvrsn=bd9444d9_01600000.resp
. 160-3.4: Change subtitle to “Mixed Materials Requirements:” since this article deals with more, ? 160-3.2.1 Sampling and Testing of Local Material before Mixing: When local materials are used, frequency listed in the table below before mixing. As an exception, the Engineer may waive these testing, acceptance testing frequencies for mixed materials properties. Therefore tables 160-4.2.4.1, : 120-8.4 Soil and RAP Mixture Construction does not allow the use of RAP in the upper 12 inches
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/1600000.resp.pdf?sfvrsn=498779b7_03371100-722origind
by the tonnage-weighted average Gsb of the mixes used for the pay item. The bid price for the asphalt mix, Method of Measurement. For the work specified under this Section (including the pertinent provisions of Sections 320 and 330), the quantity to be paid for will be the weight of the mixture, in tons, to 10510% of the adjusted plan quantity for the pay item. For dense-graded mixes, the adjusted plan, by the tonnage-weighted average Gmm of the mixes used for the pay item. For open graded mixes, the adjusted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/3371100-722origind.pdf?sfvrsn=c89238d_23340102.FHWA
binder, a mixture will be considered a warm mix asphalt design if the mixing temperature is 305°F, , 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, A mixture, meet the mix design criteria for a Traffic Level B mixture and for a Traffic Level D mixture meet the mix design criteria for a Traffic Level E mixture. In addition, a Type SP mix one
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/3340102.fhwa.pdf?sfvrsn=9290b0d_0D2800000
will determine the size of the LOT as specified in 331-5 for the bituminous mixture accepted, 901. 280-2.3FineAggregates:Meettherequirements of 335-2.2. 280-3 General Composition of the Mixes. 280-3.1 General: Meet the requirements of 332-3.1. 280-3.2 Grading Requirements: The mix design, the requirements of 332-3.3.2. 280-4 Job Mix Formula. Meettherequirements of 332-3.3.1. 280-5 Contractor's Quality Control. Meettherequirements of 332-3.4. 280-6 Acceptance of Mixture. 280-6.1 Acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d2800000.pdf?sfvrsn=6384b408_0SS3460301
adjustments. (3) Ensure that the mix is at least 3 cubic yards and is mixed in a truck mixer. (4) After, or less. Remix the mix for one minute at the mixing speed of the mixer before these tests are run, mixed, agitate the mixer at the midrange of the manufacturer's recommended agitating speed. (7, for compliance to the approved mix design. Ensure that each truck has a valid mixer identification card, of the higher design mix, notify the Engineer. Acceptance is based on the requirements in Table 2
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, a central plant mix method may be used for soil mixing instead of mixing in place, resulting from this work as set forth in 120-5. Asanexceptiontotheabove,ifthetypical section does, of Stabilizing Material and Mixing-In. 180-4.1SpreadingandMixing:Placethestabilizingmaterial on areas, the spread. Mix the stabilizing material thoroughly with the soil using rotary tillers or other approved equipment capable of achieving a satisfactory blend. Mix as soon as practicable but no later than
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1800000.do.pdf?sfvrsn=73bab271_01800000SP
of the stabilized subbase. 180-4.2MaximumParticleSize of Mixed Materials: After mixing, all material, :Providedthatauniform mixture containing the proper amount of water is achieved, a central plant mix, . Noadditionalcompensation will be made for any of the work or material required to correct over or under depth mixing, materials resulting from this work as set forth in 120-5. Asanexceptiontotheabove, Material and Mixing-In. 180-4.1SpreadingandMixing:Placethestabilizingmaterial on areas to be stabilized
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/1800000sp.pdf?sfvrsn=7381e259_01800000SP
of the stabilized subbase. 180-4.2MaximumParticleSize of Mixed Materials: After mixing, all material, :Providedthatauniform mixture containing the proper amount of water is achieved, a central plant mix, . Noadditionalcompensation will be made for any of the work or material required to correct over or under depth mixing, materials resulting from this work as set forth in 120-5. Asanexceptiontotheabove, Material and Mixing-In. 180-4.1SpreadingandMixing:Placethestabilizingmaterial on areas to be stabilized
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/1800000sp.pdf?sfvrsn=2bec5290_0SP1800000
of the stabilized subbase. 180-4.2MaximumParticleSize of Mixed Materials: After mixing, all material, :Providedthatauniform mixture containing the proper amount of water is achieved, a central plant mix method may be used for soil mixing instead of mixing in place. 180-4.4DepthofMixingStabilizing Material: Mix, of the work or material required to correct over or under depth mixing as specified in 180-4.4, materials resulting from this work as set forth in 120-5. Asanexceptiontotheabove
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp1800000.pdf?sfvrsn=c5ae1838_0SP1800000
of the stabilized subbase. 180-4.2MaximumParticleSize of Mixed Materials: After mixing, all material, :Providedthatauniform mixture containing the proper amount of water is achieved, a central plant mix method may be used for soil mixing instead of mixing in place. 180-4.4DepthofMixingStabilizing Material: Mix, of the work or material required to correct over or under depth mixing as specified in 180-4.4, materials resulting from this work as set forth in 120-5. Asanexceptiontotheabove
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/sp1800000.pdf?sfvrsn=1f34970a_0D3540001.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
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