1779 search results for work mix
SS4270000clean
; component packaging and mixing compatible with field conditions and worker safety; cleanup, , and then proceed to the upper injection holes. Demonstrate the mixing of materials meets the manufacturer, . Demonstrate the mixing of materials meets the manufacturer’s specifications. Allow the sealant to cure, for all work specified under this section including all ancillary items to complete the work. Payment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/implemented/ss4270000clean.pdf?sfvrsn=5f36f438_0E51D1
Days: 365 This is a Maintenance Work Document driven Contract with a budget estimate, ). Intent: The work under this Contract consists of emergency roadway repair, including asphalt surface, . A Contractor that presently has a certificate of prequalification with the Department in "Hot Plant Mix, are not identified at the time of letting, the Engineer will issue a Work Document. Work Documents will identify the location, description, amount of work to be accomplished, and the number of calendar
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/may07/e51d1.pdf?sfvrsn=9097bc4b_1Ad 25114_FPID 449149-1 Webinar
Foundation Studies ▪ Major Work Ty p e s: 3.1 Minor Highway Design 4.1.2 Minor Bridge Design Florida Department of Transportation Project Description: The Work Mix is 0020 – New Bridge, years Estimator 0.5 years Previous Work: Wayne County, Michigan Design, P. E . – 30 years, Engineer for Districts 1 & 7 for 2 years Previous Work: Geotechnical Engineer Geotechnical, : Minor Work Ty p e s 4.1.1 Miscellaneous Structures 7.1 Signing, Pavement Marking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25114/ad-25114_fpid-449149-1-webinar.pdf?sfvrsn=eeccc232_1fdot-be725-rpt
Lauderdale, Florida 33301 10. Work Unit No. (TRAIS) 11. Contract or Grant No. BE725 12. Sponsoring, -coated reinforcing and inclusion of fly ash within concrete mix designs. The State has experienced mixed performances of bridges constructed with epoxy-coated reinforcing. This investigation compared, of fly ash within concrete mix designs provided benefit regarding corrosion control by reducing pore, Construction Practice – Fly Ash Inclusion in Mix Designs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-be725-rpt.pdf?sfvrsn=cd3f8bb3_115260000IndustryCommentResponse-dc
associated with this work? RESPONSE: (Originator’s response to comment) Specification 285-7 paragraph 5, mixtures includes 1-1/2 inches. Please consider the Specifications as the governing document for pay, -installation (re-installed)work? Commented [DS3]: Base materials and selection should be per ASCE, . This area will be adjacent to an edge treatment, incorporated into the work, and will be the standard from which the work will be judged. 526-3.1.3 Environmental Conditions: Cover stockpiled
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/industry/comments-responses/5260000industrycommentresponse-dc.pdf?sfvrsn=bf661548_1SS4250000
adjustment for the satisfactory completion of the work. 425-2 Composition and Proportioning, as specified in Section 347. 425-2.2 Mortar: For brick masonry, make the mortar by mixing one part, . Arrange headers and stretchers so as to bond the mass thoroughly. Finish the joints properly as the work, basins, inlets, valve boxes, etc., within the limits of the proposed work, to meet the finished grade, : Price and payment will be full compensation for furnishing all materials and completing all work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4250000.pdf?sfvrsn=94fa1ab7_0SS4250000
adjustment for the satisfactory completion of the work. 425-2 Composition and Proportioning, as specified in Section 347. 425-2.2 Mortar: For brick masonry, make the mortar by mixing one part, . Arrange headers and stretchers so as to bond the mass thoroughly. Finish the joints properly as the work, basins, inlets, valve boxes, etc., within the limits of the proposed work, to meet the finished grade, : Price and payment will be full compensation for furnishing all materials and completing all work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4250000.pdf?sfvrsn=1ffce066_04250000.impl
in the Plans to be adjusted or requiring adjustment for the satisfactory completion of the work, in Section 347. 425-2.2 Mortar: For brick masonry, make the mortar by mixing one part portland, as the work progresses and ensure that they are not less than 1/4 inch or more than 3/4 inch, basins, inlets, valve boxes, etc., within the limits of the proposed work, to meet the finished grade, all materials and completing all work described herein or shown in the Plans, including all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/4250000.impl.pdf?sfvrsn=a8e76222_04250000.impl
in the plans to be adjusted or requiring adjustment for the satisfactory completion of the work. 425-2, the mortar by mixing one part portland cement to three parts sand. Miami Oolitic rock screenings may, as to bond the mass thoroughly. Finish the joints properly as the work progresses and ensure, the limits of the proposed work, to meet the finished grade of the proposed pavement, or if outside, and payment will be full compensation for furnishing all materials and completing all work described
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/4250000.impl.pdf?sfvrsn=dc86bf56_0SS4250000
adjustment for the satisfactory completion of the work. 425-2 Composition and Proportioning. 425-2.1, as specified in Section 347. 425-2.2 Mortar: For brick masonry, make the mortar by mixing one part portland, . Arrange headers and stretchers so as to bond the mass thoroughly. Finish the joints properly as the work, , inlets, valve boxes, etc., within the limits of the proposed work, to meet the finished grade, work described herein or shown in the plans, including all clearing and grubbing outside the limits
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/ss4250000.pdf?sfvrsn=5cc5720f_0SS0090200
and for performing all work contemplated and embraced under the Contract; also for all loss or damage arising out of the nature of the work or from the action of the elements, or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the work until its, item of work contained in the proposal, except as might be specifically provided otherwise, for the complete item of work, including all requirements of the Section specifying such item of work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss0090200.pdf?sfvrsn=96a405_0Chapter11s1Redline
, waste, or private work for each day’s production run will be identified on the Quality Control, Number Project Financial ID Number (FIN) Date and *Time Name and location of the plant Mix Design Number Place for recording mix temperature: By: Plant QC Hand-recorded By: Plant VT By: Roadway QC, cumulative tonnage of mix for the mix design (1) Printed Tickets - There must be an original, out and correct. The Contractor is to ensure quality work. These reports are to be available
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter11s1redline.pdf?sfvrsn=2fc4100b_5Chapter11s1
items, waste, or private work for each day’s production run will be identified on the Quality Control, Number Project Financial ID Number (FIN) Date and *Time Name and location of the plant Mix Design Number Place for recording mix temperature: By: Plant QC Hand-recorded By: Plant VT By: Roadway, tonnage of mix for the mix design (1) Printed Tickets - There must be an original and at least one (1, for verifying the QCRR is filled out and correct. The Contractor is to ensure quality work. These reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter11s1.pdf?sfvrsn=dbe7a6e5_74300100int
the work. Obtain pipe culverts and drainage products from a plant that is currently, composed of one part Portland cement and two parts of clean, sharp sand, to which mixture
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/4300100int.pdf?sfvrsn=848f0ffe_14550300.origind
to minimize the effects of vibrations on existing structures adjacent to the work and/or for other reasons, for such removal as Unforeseeable Work. 455-5.10 Preformed Pile Holes: 455-5.10.1 Description: Preformed pile, , required by the Engineer or where the Contractor demonstrates that such work is necessary to achieve, is not shown in the Plans, the Department will pay for the grouting work as Unforeseeable Work, determines that the heave is not detrimental to pile capacity. The Department will pay for all work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/4550300.origind.pdf?sfvrsn=b9ceae53_04500100.origind
. Acceptresponsibility for performing daily Quality Control (QC) inspections of all phases of work, for supporting prestressing strandsteel, use those cast from concrete of the same mix design as used, the requirements of Section 346 for temperature requirements and special measures for mixing, with no segregation or separation of the mix. Locate the concrete conveyance equipment within 12 inches, recommendations and then filled with an approved high-strength, non-metallic, non-shrink grout mixed and applied
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4500100.origind.pdf?sfvrsn=6ec1feb3_04500100.impl
. Acceptresponsibility for performing daily Quality Control (QC) inspections of all phases of work, are to be used for supporting prestressing strand use those cast from concrete of the same mix design as used, for temperature requirements and special measures for mixing concrete in hot weather, with no segregation or separation of the mix. Locate the concrete conveyance equipment within 12, with an approved high-strength, non-metallic, non-shrink grout mixed and applied in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4500100.impl.pdf?sfvrsn=cd6ef348_04550202.impl
structures adjacent to the work and/or for other reasons the Contractor proposes. 455-5.2 Underwater, for such removal as Unforeseeable Work. 455-5.10 Preformed Pile Holes: 455-5.10.1 Description, in the Plans, required by the Engineer or where the Contractor demonstrates that such work is necessary, is not shown in the Plans, the Department will pay for the grouting work as Unforeseeable Work. 455-5.11, to pile capacity. The Department will pay for all work in conjunction with redriving piles due to pile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/4550202.impl.pdf?sfvrsn=d0294992_0SS4520000
by the manufacturer. Mix the dry elements thoroughly to a uniform mixture. Add water to produce a mealy, on the design shown in the plans. The work in this Section does not include longitudinally post, , or other material approved by the Engineer. Use a soap and talc mixture consisting of five parts flax, the scheduled time, that experienced concrete finishers are available where required for finish work and that all necessary finishing tools and equipment are on hand at the site of the work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4520000.pdf?sfvrsn=2c649539_02024 Macroeconomic Evaluation Report
engineering, traffic engineering studies, and transportation work mixes that receive HSIP funding, Work Program Florida Department of Transportation Systems Forecasting and Trends Office December, benefits of its five-year Work Program. FDOT conducts this analysis approximately twice per decade, investments. The FDOT Work Program is made up of plans and budgets for five years of transportation, in Florida. The Work Program includes transportation investments in highway, transit, rail, seaports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/macroeconomics/2024-macroeconomic-evaluation-report.pdf?sfvrsn=5265c020_1