1780 search results for work mix
SMO_Memo_23-04_MB_23-02
FOR STRUCTURAL CONCRETE MIXTURES The Department has implemented revisions to subsection 9.2.6.5.1, The Department has streamlined the mix design approval process for aggregate substitutions, and should be attached to the Work Order or Supplemental Agreement. TL/SZ/hm DocuSign Envelope ID, 2 9.2.6.5.1 Aggregates Aggregate sources may be substituted within an approved base mix design, in Specifications Section 346. (2) The revised mix design is derived from an approved mix design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/materialsbulletins/topics/2023/smo_memo_23-04_mb_23-02.pdf?sfvrsn=33d7918f_13530000.origind
: Addalltheconcreteingredients, excluding the accelerator to the truck mixer at the plant. Mix each, ticket. Mix the concrete for 40 30 additional revolutions at mixing speed after the accelerator is added, . Priortoproducingconcrete,submit the design mix for approval on a form acceptable to the Department. Ensure the 24-hour, of accelerator. Use mixes approved by the Department and obtain concrete from a plant, in solution, the amount of water in the solution is considered to be part of the mixing wateraccelerating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/3530000.origind.pdf?sfvrsn=e97a6662_0SP4570000
mixes. Test the materials at a frequency of one set of tests per load of the mixer. For each set, of Section 924, ASHTO M194, Types A and D. Use air-entraini n g a d mixtures meeting the requirements, not exceed 4%. Provide a grout f i l l e r mix with a minimum compressive strength of 5,000 psi at 28 days and a slump of 7 inches to 9 inches. Submit the design mix to the Engineer for approval, for cathodic protection jackets. Submit the desi g n mix to the Engineer for approval by the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/sp4570000.pdf?sfvrsn=1c65cc62_2SP4570000
mixes. Test the materials at a frequency of one set of tests per load of the mixer. For each set, of Section 924, ASHTO M194, Types A and D. Use air-entraini n g a d mixtures meeting the requirements, not exceed 4%. Provide a grout f i l l e r mix with a minimum compressive strength of 5,000 psi at 28 days and a slump of 7 inches to 9 inches. Submit the design mix to the Engineer for approval, for cathodic protection jackets. Submit the desi g n mix to the Engineer for approval by the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/sp45700008eaee7aac2874037a4228f374e00355c.pdf?sfvrsn=2017f20e_0SP4570000
mixes. Test the materials at a frequency of one set of tests per load of the mixer. For each set, of Section 924, ASHTO M194, Types A and D. Use air-entraini n g a d mixtures meeting the requirements, not exceed 4%. Provide a grout f i l l e r mix with a minimum compressive strength of 5,000 psi at 28 days and a slump of 7 inches to 9 inches. Submit the design mix to the Engineer for approval, for cathodic protection jackets. Submit the desi g n mix to the Engineer for approval by the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/workbook/sp4570000.pdf?sfvrsn=5f950889_0BDV31TWO977-87_Final_Report
and Address University of Florida 418 Architecture Building Gainesville, FL 32611 10. Work Unit, and consultants. The survey results confirmed that much manual work is needed when the model, that although some modeling packages provide special features or tools and some work is needed for network, improvement program (STIP), and Work Program can be stored in the database. The network structure, . Therefore, it is recommended that the database manager should work in close coordination with each
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on consistency of the mixes. Conduct a field verification mix prior to commencing the jacket, in the Contract Documents. 457-2.3.1 Portland Cement Grout: Use a mix design of portland cement, fine, a grout filler mix with a minimum compressive strength of 5,000 psi at 28 days and a slump of 7 inches to 9 inches. Submit the design mix to the Engineer for approval by the Department before placing, jackets. Submit the design mix to the Engineer for approval by the Department before placing any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/workbook/sp4570000.pdf?sfvrsn=e0250b2_2SP4570000
on consistency of the mixes. Conduct a field verification mix prior to commencing the jacket, in the Contract Documents. 457-2.3.1 Portland Cement Grout: Use a mix design of portland cement, fine, a grout filler mix with a minimum compressive strength of 5,000 psi at 28 days and a slump of 7 inches to 9 inches. Submit the design mix to the Engineer for approval by the Department before placing, jackets. Submit the design mix to the Engineer for approval by the Department before placing any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/workbook/sp4570000.pdf?sfvrsn=ca9c07b9_2SP4570000
on consistency of the mixes. Conduct a field verification mix prior to commencing the jacket, in the Contract Documents. 457-2.3.1 Portland Cement Grout: Use a mix design of portland cement, fine, a grout filler mix with a minimum compressive strength of 5,000 psi at 28 days and a slump of 7 inches to 9 inches. Submit the design mix to the Engineer for approval by the Department before placing, jackets. Submit the design mix to the Engineer for approval by the Department before placing any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/workbook/sp4570000.pdf?sfvrsn=f7ce1cde_0SP4570000
of the mixes. Conduct a field verification mix prior to commencing the jacket installation. Cure, Documents. 457-2.3.1 Portland Cement Grout: Use a mix design of portland cement, fine aggregate, filler mix with a minimum compressive strength of 5,000 psi at 28 days and a slump of 7 inches to 9 inches. Submit the design mix to the Engineer for approval by the Department before placing any, . Submit the design mix to the Engineer for approval by the Department before placing any concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/workbook/sp4570000.pdf?sfvrsn=b81b6a42_0SP4570000
of the mixes. Conduct a field verification mix prior to commencing the jacket installation. Cure, Documents. 457-2.3.1 Portland Cement Grout: Use a mix design of portland cement, fine aggregate, filler mix with a minimum compressive strength of 5,000 psi at 28 days and a slump of 7 inches to 9 inches. Submit the design mix to the Engineer for approval by the Department before placing any, . Submit the design mix to the Engineer for approval by the Department before placing any concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/workbook/sp4570000.pdf?sfvrsn=32923393_0SP4570000
on consistency of the mixes. Conduct a field verification mix prior to commencing the jacket installation, Portland Cement Grout: Use a mix design of Portland cement, fine aggregate, water and an admixture, not exceed 4%. Provide a grout filler mix with a minimum compressive strength of 5,000 psi at 28 days and a slump of 7 to 9 inches. Submit the design mix to the Engineer for approval before, . Submit the design mix to the Engineer for approval before placing any concrete filler. 457-2.3.3
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on consistency of the mixes. Conduct a field verification mix prior to commencing the jacket installation, Portland Cement Grout: Use a mix design of Portland cement, fine aggregate, water and an admixture, not exceed 4%. Provide a grout filler mix with a minimum compressive strength of 5,000 psi at 28 days and a slump of 7 to 9 inches. Submit the design mix to the Engineer for approval before, . Submit the design mix to the Engineer for approval before placing any concrete filler. 457-2.3.3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp4570000.pdf?sfvrsn=c1be79db_0SP4570000
mixes. Test the materials at a frequency of one set of tests per load of the mixer. For each set, specified in the Contract Documents. 457-2.3.1 Portland Cement Grout: Use a mix design of portland, , ASTM C618, Type F, except that loss on ignition shall not exceed 4%. Provide a grout filler mix, the design mix to the Engineer for approval by the Department before placing any grout filler, the design mix to the Engineer for approval by the Department before placing any concrete filler
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp4570000.pdf?sfvrsn=bd2325cb_0SP4570000
mixes. Test the materials at a frequency of one set of tests per load of the mixer. For each set, otherwise specified in the Contract Documents. 457-2.3.1 Portland Cement Grout: Use a mix design, , ASTM C618, Type F, except that loss on ignition shall not exceed 4%. Provide a grout filler mix, the design mix to the Engineer for approval by the Department before placing any grout filler, the design mix to the Engineer for approval by the Department before placing any concrete filler
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp4570000.pdf?sfvrsn=49dbe5e2_04550511-722FHWA
, discontinue this mixing method and use a slurry pre-mixed in a tank. Provide a CTQP qualified, the mixing process and blending of freshly mixed slurry and previously used slurry. Repeat tests, within compliance of 455-15.8.3, discontinue this mixing method and use a slurry pre-mixed in a tank, , taking into account the mixing process and blending of freshly mixed slurry and previously used, procedures. 5. Details of slurry, including proposed methods to mix, circulate, desand, test methods
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/4550511-722fhwa.pdf?sfvrsn=1bacb740_2LAP3340000origind
of this specification. 334-1.2 Asphalt Work Mix Categories: Construction of Hot Mix Asphalt Concrete, in Table 334-1. Table 334-1 HMA Mix Types Asphalt Work Category Mix Types Traffic Level ESALs, . Your input is encouraged. DS/ra Attachment LAP3340000 LAP Class-D Projects HOT MIX ASPHALT CONCRETE FOR LAP (CLASS - DOFF-SYSTEM). (REV 5-3-2111-17-11) (FA 2-27-12) SECTION 334 HOT MIX ASPHALT CONCRETE FOR LAP (OFF-SYSTEM) 334-1 Description. 334-1.1 General: Construct an Hot Mix Asphalt
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occurring in the stockpile. Mixthesandandcement until the mixture is of uniform color. 530-3.1.2 Filling Sacks: Accurately measure the mixed material into each sack, taking care to place the same, sand at the moisture content occurring in the stockpile. Mixthesandandcement until the mixture, , or scrim reinforced paper capable of holding the sand-cement mixture without leakage. Ensure that sack, in the completed work. Use sacks that are free from holes and strong enough to withstand handling without
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/5300000.fhwa.pdf?sfvrsn=4b94074a_0SP4570000
of testing based on consistency of the mixes. Conduct a field verification mix prior to commencing, on ignition shall not exceed 4%. Provideagroutfiller mix with a minimum compressive strength of 5,000 psi at 28 days and a slump of 7 inches to 9 inches. Submit the design mix to the Engineer, for cathodic protection jackets. Submit the design mix to the Engineer for approval, that meets the requirements of Section 923 for all filler mixing. Use potable water for cleaning
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/workbook/sp4570000.pdf?sfvrsn=4d6b3526_24570000.impl
, Type F, except that loss on ignition shall not exceed 4%. Provideagroutfiller mix with a minimum, mix to the Engineer for approval by the Department before placing any grout filler, not use fly ash, slag, or silica fume for cathodic protection jackets. Submit the design mix, filler mixing. Use potable water for cleaning, rinsing, or any other application that requires direct, as required in Section 346 for approved design mixes. Perform sampling and testing using Quality Control
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