1780 search results for work mix
718eBook_SS_DLH
............................................................................ 16 4 Scope of the Work, of the Work, 103 Temporary Work Structures, .......................................................................................... 252 320 Hot Mix Asphalts – Plant Methods and Equipment, ................................................................. 265 330 Hot Mix Asphalt – General Construction Requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/ebook/718ebook_ss_dlh.pdf?sfvrsn=916919d6_0718eBook
............................................................................ 16 4 Scope of the Work, of the Work, 103 Temporary Work Structures, .......................................................................................... 252 320 Hot Mix Asphalts – Plant Methods and Equipment, ................................................................. 265 330 Hot Mix Asphalt – General Construction Requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/ebook/718ebook.pdf?sfvrsn=23db8518_0D2340000
,designthemix such that all requirements for a Type SP-12.5, Traffic Level B Mixture as specified in Section 334, are met. 234-3.1RestrictedZone: Design the mix such that the gradation passes above, ): RAP may be used as a component material of the asphalt mixture provided the requirements of 334-2.5.4 are met. 234-4 Revision of Mix Design. Meettherequirements of 334-4.3. 234-5 Contractor’s Quality Control. Meettherequirements of 334-4.4. 234-6 Acceptance of the Mixture. 234-6.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d2340000.pdf?sfvrsn=92df08b_03340700-722origind
is deleted and the following substituted: 334-7 Method of Measurement. For the work specified, to be paid for will be the weight of the mixture, in tons. For each pay item, excluding overbuild, the pay, stated 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, for the asphalt binder material in the asphalt mix. For the calculation of unit price adjustments
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/3340700-722origind.pdf?sfvrsn=256d56b4_21050501.resp
delay project work. Clerical changes such as adding a Technician or adding a pre-approved concrete design mix number should not require the five day approval period. Response: Timeliness of the kind, quickly. It would be unfair to not allow a properly licensed technician to work on a project he is qualified to work on for 5 days while we submit paperwork, when that technician may be replacing, language that allows contractor to work at their own risk during that period. Response: FDOT
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this requirement, the Department will pay for this work as described in 455-5.9.3, , the Department may also elect to inspect the work before authorizing the Contractor to proceed, the equipment in satisfactory operating condition as Unforeseeable Work. Provide the remainder, practices for this work. Include with these safety procedures adequate support for the load test, a suitable movable jig for the surveyor to stand. Use a jig that has a minimum of three legs, has a work
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may waive the mixing operations (and the work of stabilizing), and the Department will not pay, may waive the mixing operations (and the work of stabilizing), and the Department will not pay, procedures specified in 160-2.2.1. OnceAfter the 1600000.D01 All Jobs material is mixed, acceptance, ” with “subgrade” and meet the acceptance criteria of 160-4.2. Isolated mixing operations will be considered, and Testing of Local Material before Mixing: When local materials are used for stabilizing, randomly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/1600000-fhwa.pdf?sfvrsn=a7957f11_29260000.FHWA
be any of approved products listed at the time of the work. Mix designs for mortar and concrete, reactive material with a maximum ash content of 2%. When product materials are required to be mixed, Aall types shall have simple mix ratios of one to one or two to one or shall be supplied in pre-measured containers in which all of the contents of both all packages are to be mixed. Certain terms, - grades of mixed compounds which will not perceptibly flow under their own weight on a vertical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/9260000.fhwa.pdf?sfvrsn=93748c0c_09260000.origind
%. When product materials are required to be mixed, Aall types shall have simple mix ratios of one, pavement shall be any of approved products listed at the time of the work. Mix designs for mortar, of both all packages are to be mixed. 9260000 All Jobs Certain terms used in this specification, tensile strength is attained at under 6% elongation. non-sagging gel - grades of mixed compounds, . pourable - grades of mixed compound sufficiently fluid that they (either neat or filled) can
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/9260000.origind.pdf?sfvrsn=167784eb_0DCE Memo 24-02 Retroactive implementation of FY 2024-25 Standard Specification_Approved
revisions and should be attached to the Work Order or Supplemental Agreement. If you have any questions, concrete, (Class NS) hereinafter referred to as concrete. Use concrete composed of a mixture of portland, cementitious materials. Deliver concrete to placement site in a freshly mixed, unhardened state, % of the total aggregate in the design mix. Use RAP from a Department approved stockpile. DocuSign Envelope
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revisions and should be attached to the Work Order or Supplemental Agreement. If you have any questions, concrete, (Class NS) hereinafter referred to as concrete. Use concrete composed of a mixture of portland, cementitious materials. Deliver concrete to placement site in a freshly mixed, unhardened state, % of the total aggregate in the design mix. Use RAP from a Department approved stockpile. DocuSign Envelope
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/memos/2024/dce-memo-24-02-retroactive-implementation-of-fy-2024-25-standard-specification_expired.pdf?sfvrsn=c61e35c5_1FRSC Presentation_2024-08-29
on specific areas of work, including: Policy Outreach Technical These subgroups can include, to conduct their work and to gather information. All recommendations and decisions based, (Discussion lead) HNTB Notetaker Brian Austin Dave Mixon Joe Bitar Derwood Sheppard Brenda Young, on specific areas of work, including: Policy Outreach Technical These subgroups can include, to conduct their work and to gather information. All recommendations and decisions based
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. The Contractor may mix the materials in a plant of an approved type suitable for this work. Thoroughly, of Mixed Materials: At the completion of the mixing, ensure that the gradation of the material within, is of rock, the Engineer may waive the mixing operations (and the work of stabilizing, . Perform work in accordance with an approved Quality Control Plan meeting the requirements of 6-8, of the approximate quantity to be added. Obtain the Engineer’s approval for spreading and mixing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1600000.do.pdf?sfvrsn=d79894aa_0SS4620000
of mixing water within or its emergence from, newly placed grout, caused by the settlement, of grout to pass through the orifice of a flow cone. Grout: A mixture of cementitious materials, or vertical. Mix grout with potable water meeting the requirements of Section 923. Maintain grout, cone. 462-4.3.1 Grout Storage: Store grout in a location that is both dry and convenient to the work, in stoppage of the affected work in accordance with 8-6. 462-7 Fabrication. 462-7.1 General: Accurately
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4620000.pdf?sfvrsn=a042debd_00090203DB.FHWA
the minimum requirements specified in the Contract Documents. Before placing asphalt mix, propose a target, or spread rate specified in the Contract Documents. The weight of the mixture will be determined, spread rate will be established by multiplying the maximum specific gravity of the asphalt mix (as indicated on the verified mix design) by 43.3 lbs/sy for every inch of asphalt. On projects specifying a total spread rate of mix in the Contract Documents for asphalt, calculate the average spread
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/0090203db.fhwa.pdf?sfvrsn=b6d7db7e_03370207.origind
of the range for the design AC content for limestone FC-5 mixtures to accommodate more asphalt binder, to increased asphalt binder. However, longer durability of these mixtures should result in a reduced life, the FC-5 mixtures. Furnish the materials and all appropriate information (source, gradation, etc.) as specified in 334-3.2.7. The Department will have two weeks to design the mix. TheDepartment, for these mixtures. 3370207 All Jobs Table 337-2 FC-5 Master Production Range Characteristic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/3370207.origind.pdf?sfvrsn=a1bab2ba_000900LSSP
mix design) by 43 lbs/sy (for fine graded mixes) or 44 lbs/sy (for coarse graded mixes) for every, ) is deleted and the following substituted: 9-1.3DeterminationofPayReduction: In measurement of areas of work, dimensions measured along the final surface of the completed work within the neat lines shown, of the finished work as the Engineer determines. FailureonthepartoftheContractortoconstructanyitem of work, and for performing all work contemplated and embraced under the Contract; also for all loss
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/00900lssp.pdf?sfvrsn=693b8e2e_0REACT350 - NCHRP350 - NARROW (36) - Assembly Manual
when operating power equipment, mixing chemicals, and when moving heavy equipment or REACT 350 ® Narrow system components. Work gloves, apron, safety goggles, safety-toe shoes, and back protection, Cement Concrete) Stone aggregate concrete mix 4000 psi minimum compressive strength (Sampling per, ® Narrow is deployed. Deploy the appropriate work zone safety devices prior to beginning, before the REACT 350 ® Narrow is deployed. Deploy the appropriate work zone safety devices prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/crash-cushion/react350---nchrp350---narrow-(36)---assembly-manual.pdf?sfvrsn=8538b8c0_11600000.impl
“embankment” with “subgrade”. Isolated mixing operations will be considered as separate LOTs. Curb pads, to reject stabilizing material that contains excessive deleterious substances. 160-3.3 Mixing: Perform mixing using rotary tillers, a plant or other equipment meeting the approval of the Engineer. The subgrade may be mixed in one course if the equipment and method of construction provides the uniformity, particle size limitation, compaction and other desired results of 160-4. Thoroughly mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/1600000.impl.pdf?sfvrsn=1bd07da7_0117eBook
.................................................................................16 4 Scope of the Work, 5 Control of the Work, ............................................................................................ 108 103 Temporary Work Structures, .............................................................................................. 248 320 Hot Mix Asphalts – Plant Methods and Equipment, ................................................................... 261 330 Hot Mix Asphalt – General Construction Requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/ebook/117ebook.pdf?sfvrsn=bb783e70_0