1779 search results for work mix
SS4300000
the work. Constructstructural plate pipe culverts or underdrains in accordance with Sections 435, parts of clean, sharp sand, to which mixture the Contractor may add hydrated lime in an amount, and compacted. Use a grout mixtures, mastics, or strapping devices to secure the fabric to the pipe, by the company performing the work to be in compliance with the calibration criteria posted, to the lines and grades of the proposed work and that is not to be re-laid, as directed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4300000.pdf?sfvrsn=634fe8a3_00090021SS
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 final acceptance; also for all other costs incurred under the provisions of Division I. For any item of work, item of work, including all requirements of the Section specifying such item of work, except
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/0090021ss.pdf?sfvrsn=1c7ae257_00090021SS
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 final acceptance; also for all other costs incurred under the provisions of Division I. For any item of work, item of work, including all requirements of the Section specifying such item of work, except
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/0090021sscb1ed31ff6df48e1b43aa7e3a64e156b.pdf?sfvrsn=faa2b654_0D5630000.do
conditions improve enough to permit work without damage. Protectallsurfacesnotintendedto be coated, dispersed outside the work site. 563-3.3 Surface Preparation: Prepare all surfaces to be coated, Base Coat: Ensure the surface is clean and dry before applying the base coat. Mix base coat, is clean and dry before applying the finish coat. Mix finish coat and apply in accordance, . Otherwise ensure the prepared surface is clean and dry before applying the finish coat. Mix finish
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5630000.do.pdf?sfvrsn=ee62ad9b_0Bridge Load Rating
, that the work is more than “button pushing.” QUESTION & ANSWER, EMERGENCY VEHICLES (EVs) Do new, the EV is in one or more lane? Yes. Only consider mixed traffic (EV and the governing legal load, technique – mixed traffic. With the associated multiple presence factors, take the worst, easy to hard, from say rounding or impact adjustments to refined analysis and mixed traffic
https://www.fdot.gov/maintenance/divisions.shtm/structures/loadrating.shtmSS4270000.review
Maintenance Office to add a standard specification for the Maintenance work of sealing pipe and storm, to the effects of acids, alkalis, and organics; component packaging and mixing compatible with field, into the invert/bottom holes first, and then proceed to the upper injection holes. Demonstrate the mixing, to the upper injection holes. Demonstrate the mixing of materials meets the manufacturer’s, and payment will be full compensation for all work specified under this section including all ancillary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/review-package/ss4270000.review.pdf?sfvrsn=dc02202a_0E51D2
: 2024 Counties: Volusia, Brevard, Orange, Seminole Calendar Days: 365 This is a Work Document, amount. This Contract includes an option for renewal. Intent: The work under this Contract, on an as-needed basis. Work includes milling, resurfacing, and minor pavement markings restoration, of prequalification with the Department in "Hot Plant Mix Bituminous Course" will suffice to meet, , the Engineer will issue a Work Document. Work Documents will identify the location, description
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/jun04/e51d2.pdf?sfvrsn=e62c86a_1E52D1
This is a Work Document driven Contract with a budget estimate of $500,000. The Contract will be awarded at the budget estimate amount. This Contract includes an option for renewal. Intent: The work under, the Contract limits on an as-needed basis. Work includes milling, resurfacing, and minor pavement, a certificate of prequalification with the Department in "Hot Plant Mix Bituminous Course, at the time of letting, the Engineer will issue a Work Document. Work Documents will identify the location
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/sep04/e52d1.pdf?sfvrsn=b8f5e62d_13550100.FHWA
lanes. Submit each mix design to the Engineer at least 14 days prior to any paving work. Perform, , including added lanes. Furnish a copy ofSubmit each mix design to the Engineer at least 14 days prior to any paving work. Perform all the associated work specified in this Section including continued responsibility for performing all remedial work associated with pavement distresses exceeding, values defined below, remedial work as described in 355-5 by the Contractor will be required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3550100.fhwa.pdf?sfvrsn=ed490681_0Meeting Package January 2024 - Chapter 19 Subcommittee
in the right-of-way. As intensity and mix of uses increase, there is a greater need to prioritize other, counties with a mix of urban, rural, and suburban. Potential pilot counties (slide). • Urban/suburban (Pinellas, Duval) • Rural (Okaloosa, Hendry) • Mix (Sumter, Lee, Alachua, discussed how to support and work the criteria into the other chapters working with the other, and the types of amenities required in the right-of-way • As intensity and mix of uses increase
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/meeting-package-january-2024---chapter-19-subcommittee.pdf?sfvrsn=7af10ec2_13000000.FHWA
and Protection of Adjacent Work. Beforeapplyinganybituminous material, remove all loose material, dust, Tack Coat Application Rates Asphalt Mixture Type UnderlyingPavement Surface Target Tack Rate, of the laying of theplacing bituminous mix to permit drying, but do not apply the tack coat so far, the subsequent layer of bituminous hot mix has been laid. 300-9 Method of Measurement. 300-9.1 General, in this Section, it is incidental to, and is to be included in the other items of related work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/3000000.fhwa.pdf?sfvrsn=79e920e1_0FDOT D3 Schedule Guide
District Project Description County Project Manager Contract Class Work Mix Trans, for creating new project schedules based on program and work mix. Each template is structured based, ......................................................................................... 7 Work Breakdown Structure, the Five-Year Work Program. This oversight ensures reflection of status, alignment with scope, for construction. Coordination and collaboration are the key factors in delivering the Work Program
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d3/toolbox/fdot-d3-schedule-guide---part-1.pdf?sfvrsn=75474d18_4D4520000.do
as recommended by the manufacturer. Mix the dry elements thoroughly to a uniform mixture. Add water, ”.) (16)Methodofmixing and placing grout; equipment capacity; mix design. (17)Thevolume, , or other material approved by the Engineer. Use a soap and talc mixture consisting of five parts flax, are available where required for finish work and that all necessary finishing tools and equipment are on hand at the site of the work and are in satisfactory condition for use. Duringconveying and placement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4520000.do571f5ddb0a18491d97d08dcbf65fb0f9.pdf?sfvrsn=6ee1eeb7_04520000SS
aggregate, by volume, mixed with a non-shrink admixture as recommended by the manufacturer. Mix the dry, to as the “Erection Manual”.) (16)Methodofmixing and placing grout; equipment capacity; mix design, approved by the Engineer. Use a soap and talc mixture consisting of five parts flax soap to one part, 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 and are in satisfactory condition for use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4520000ss.pdf?sfvrsn=8c2d4f07_04520000SS
, mixed with a non-shrink admixture as recommended by the manufacturer. Mix the dry elements, . (This is referred to as the “Erection Manual”.) (16)Methodofmixing and placing grout; equipment capacity; mix, material approved by the Engineer. Use a soap and talc mixture consisting of five parts flax soap to one, , 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 and are in satisfactory condition for use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4520000ss.pdf?sfvrsn=196bc72_0SS4520000
capacity; mix design. (17)Thevolume of concrete, the weight of reinforcement and weight of post, and talc mixture consisting of five parts flax soap to one part talc. The Engineer will base, 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 and are in satisfactory condition for use, the work as specified. Use internal vibrators having a minimum frequency of 8,000 vibrations per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss4520000.pdf?sfvrsn=99075657_04300100.origind
basins, inlets, manholes, walls, etc., as may be required to complete the work. Obtain pipe culverts, in place until the backfill is placed and compacted. Use grout mixtures, mastics, or strapping
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/4300100.origind.pdf?sfvrsn=a85aaa79_05201201.comm
you can try and get contractors to leave it out of their bids. Pay us for the work we perform, is for 16-08457. It is not a mix up. The same resolution applied to both of the trackers) Assignment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/5201201.comm.pdf?sfvrsn=f5c561c1_04001501.impl
joint filler exposed for its full length with clean edges. Ensure that finished work in addition, from the mix ingredients of the existing concrete. Ensure the patching mortar closely matches
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4001501.impl.pdf?sfvrsn=3895e1e1_04001501.impl
. Ensure that finished work in addition to that specified above is compatible and complementary, concrete. Use patching mortar blended from the mix ingredients of the existing concrete. Ensure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/4001501.impl.pdf?sfvrsn=a78a77f0_0