1780 search results for work mix
5610401.impl
specific Coating Plan to the Engineer at least 14 calendar days prior to beginning coatings work. Do not begin coatings work until the site specific Coating Plan has been approved by the Engineer, Preparation Manual. Do not begin work until the traffic control plan is approved by the Engineer. Maintain traffic in accordance with Section 102. Forworkovernavigablewaters,submit a work plan, written response for claims by the public for damage resulting from the foregoing work. Submit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/5610401.impl.pdf?sfvrsn=ef09adeb_0DgnStds2StdPlans.FHWA
that the density of the mixture can be achieved. Perform mixing using rotary tillers or other equipment, Transportation Builders' Assoc. State Construction Engineer DgnStds2StdPlans All Jobs SCOPE OF WORK, . Identify additional proposed work not covered by pay items within the Contract, by using pay item, consultant in the applicable class of work. Support all design changes that result from the Proposal, protection. CONTROL OF THE WORK. (REV 10-12-17) SECTION 5. Articles shown below are deleted
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substituted: SECTION 556 JACK AND BORE 556-1 Description. 556-1.1 Scope of Work: The work, , ensure that the work site is cleaned of all excess auger fluids or spoils. Removal and final, that the work site is restored to pre-construction conditions or as identified in the Plans. (c) Restore, plans are required, they must be approved by the Engineer before any work proceeds. 556-4 Quality, operations. Notify the Engineer 48 hours in advance of starting work. Do not begin the installation until
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. DH/mc Attachment DgnStds2StdPlans All Jobs SCOPE OF WORK. (REV 10-12-1711-14-17) SECTION 4, indicating quantity increases or decreases and deleted pay items. Identify additional proposed work, that engineering analyses be performed by a prequalified consultant in the applicable class of work, in the industry as being subject to patent or copyright protection. CONTROL OF THE WORK. (REV 10-12-17, of the Contract are complementary and describe and provide for a complete work. In addition to the work
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a i l s o f s l u r r y , i n c l u d i n g p r o p o s e d methods to mix, circulate, desand, test, , including shop drawing and concrete design mixes. 11.Detailsofanyrequiredloadtests,includingequipment, recommended by the manufacturer for the materials to be excavated and a description of the mixing method, the work in accordance with the Contract Documents. The Engineer’s 4551501DB Use when Geotechnical, . Perform all work described in this Section at no additional cost to the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/4551501db.origind.pdf?sfvrsn=216b7688_0SS7000000
school signs. Do not mix signs having fluorescent yellow-green sheeting with signs having yellow, . 700-7.2Mixing and Placing Concrete: For batching and mixing of concrete for footings, meet the requirements of Section 346, except that the Engineer will allow hand mixing by approved methods where the quantity to be mixed does not exceed 1/2 yd 3 . Use cast-in-place or precast concrete, of connection by others; and all other work specified in this Section, including all incidentals
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss7000000.pdf?sfvrsn=48fff022_0SS7000000
and mixing of concrete for footings, meet the requirements of Section 346, except that the Engineer will allow hand mixing by approved methods where the quantity to be mixed does not exceed 1/2 yd 3, and supplemental panels used with S1-1, S3-1 and S4-5 school signs. Do not mix signs having fluorescent yellow, ; and all other work specified in this Section, including all incidentals necessary for the complete item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss7000000.pdf?sfvrsn=5cd6a3c9_0SS7000000
and mixing of concrete for footings, meet the requirements of Section 346, except that the Engineer will allow hand mixing by approved methods where the quantity to be mixed does not exceed 1/2 yd 3, and supplemental panels used with S1-1, S3-1 and S4-5 school signs. Do not mix signs having fluorescent yellow, ; and all other work specified in this Section, including all incidentals necessary for the complete item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss70000008bea78bbbec2408cbb01b5396b769390.pdf?sfvrsn=34c82b04_0EDMSQuickRefScanList 11.30.2023
Description. 2 FHWA-1547: (DDIR) Detailed Damage Inspection Report CONST015 Field S.A./Work Order Work Order for Unforeseen Additional Work (Form 700-010-80) & Backup (FSA/WO #; $; # days, description, Binder CONST030 Notice to Proceed Work Order – Notice to Proceed (NTP + Days / Start / / ) CONST031, Administration (FHWA) 1273 Wage Determination # (Number) Utility Work Schedules As Bid Plans, ) Work Plan Controlling Item of Work (Form 700-010-15) (Period of to ) CONST038 Photos and Video
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/econstruction/docs/edmsquickrefscanlist-11-30-2023.pdf?sfvrsn=b799bc9d_13000000.impl
’s measurement to verify the spread rate. 300-5 Cleaning Base and Protection of Adjacent Work, Mixture Type UnderlyingPavement Surface Target Tack Rate (gal/yd 2 ) Base Course, Structural, :Applytackcoatsufficientlyinadvanceof placingbituminous mix to permit drying, but do not apply tack coat so far, of bituminous hot mix has been laid. 300-9 Method of Measurement. 300-9.1 General: The quantity, for the work specified in this Section, it is incidental to, and is to be included in the other
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/3000000.impl.pdf?sfvrsn=390aa1b7_0SS1050000
. Cease work in the affected operation(s) and submit a revision to the Engineer. If the QC Plan, at the asphalt plant at all times when producing mix for the Department. Perform all asphalt plant, Option 2 Mixture Acceptance for Traffic Levels A and B, no qualified personnel are required, Level II technician on the roadway at all times when placing asphalt mix for the Department, of a CTQP Paving Level II technician. 105-5.6.3 Mix Designer: Ensure all mix designs are developed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss10500008d801886206c48cead63566fbbb503bc.pdf?sfvrsn=9a6b1439_02024nov-thu02-WorkProgram
Overview FY 2025 - FY 2028 Planned Production Investments 23 Project Work Type (Work Mix, Production Investments 24 Project Work Type (Work Mix) - $ in Millions Fiscal Year Roadway Resurfacing, Wo r k Progra m Production Office of Work Program and Budget Florida Department of Transportation Julie Adamson Work Program and Managing Production 2 Work Program Production Objectives • provide an overview of the Work Program and how/ why the department manages production 3 Prov i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-november/2024nov-thu02-workprogram.pdf?sfvrsn=9825fb0a_12024nov-thu02-WorkProgram
Overview FY 2025 - FY 2028 Planned Production Investments 23 Project Work Type (Work Mix, Production Investments 24 Project Work Type (Work Mix) - $ in Millions Fiscal Year Roadway Resurfacing, Wo r k Progra m Production Office of Work Program and Budget Florida Department of Transportation Julie Adamson Work Program and Managing Production 2 Work Program Production Objectives • provide an overview of the Work Program and how/ why the department manages production 3 Prov i
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e d methods to mix, circulate, desand, test methods, and proposed testing laboratory to document, for the project 10.Requiredsubmittals, including shop drawing and concrete design mixes, to be excavated and a description of the mixing method to be used. Submit the Material Safety Data Sheets, the Contractor of the responsibility to perform the work in accordance with the Contract Documents, five days of test completion for acceptance. Perform all work described in this Section
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)capableofprovidingthemanufacture’s recommended mixing ratio between the components in a through and consistent manner, to 60% embedment. Apply a mixture consisting of 50% glass spheres and 50% sharp silica sand to all, compensation for all work specified in this Section, including, all cleaning and preparing of surfaces, the work. Final payment will be withheld until all deficiencies are corrected. Payment will be made
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d7090000.do5c85abb5ec9a47269f32049f5788a7b7.pdf?sfvrsn=ff283441_0D7090000.do
)capableofprovidingthemanufacture’s recommended mixing ratio between the components in a through and consistent manner, to 60% embedment. Apply a mixture consisting of 50% glass spheres and 50% sharp silica sand to all, compensation for all work specified in this Section, including, all cleaning and preparing of surfaces, the work. Final payment will be withheld until all deficiencies are corrected. Payment will be made
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d7090000.do.pdf?sfvrsn=4380a95d_0Special Provisions Workbook January 2018
, SPECIFICATIONS, SPECIAL PROVISIONS, AND SITE OF WORK. (REV 11-3-15) (FA 1-27-16) (1-18) Insert, , SPECIFICATIONS, SPECIAL PROVISIONS, AND SITE OF WORK (60 DAY AD). (REV 4-11-16) (FA 7-1-16) (1-18) Insert, OF THE WORK - INTENT OF CONTRACT. (REV 8-19-09) (FA 8-24-09) (1-18) Insert Information Required, SCOPE OF THE WORK (LUMP SUM). (REV 6-3-16) (FA 6-9-16) (1-18) Insert Information Required. Changes to: 4-1, 4-3.1, 4-3.4, 4-3.9.4. SP0040100LS Lump Sum Projects CONTROL OF THE WORK (LUMP SUM
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by AASHTO T180. Complete this work to the Engineer’s satisfaction prior to auger cast pile construction, advise the Engineer and proceed with the work as directed by the Engineer, and proceed with the work as directed by the Engineer. Refusal is defined as the depth where, ,includingcranes,augers,concrete pumps, mixing equipment etc., including details of proposed pump calibration, and documented. 6.Requiredsubmittals, including shop drawings and concrete grout design mixes
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as determined by AASHTO T180. Complete this work to the Engineer’s satisfaction prior to auger cast pile, , immediately advise the Engineer and proceed with the work as directed by the Engineer. 3. Provide, placement to the depth required, immediately advise the Engineer and proceed with the work as directed, in the field. 2. List and size of the proposed equipment, including cranes, augers, concrete pumps, mixing, submittals, including shop drawings and concrete grout design mixes. 7. Other information shown
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that the batch plant operators of the ready mixed concrete batch plants meet the requirements of Section 9.2 of the Materials Manual. Ensure that the batch plant operators of the onsite centrally mixed, , Department approved, Level I QC Inspector training course in the respective work area, work area will be accepted. CTQP Concrete Field Technician Level I. 105-8.10.2.1.2 Incidental, in the respective work area will be accepted. CTQP Concrete Field Technician Level I. 105-8.10.2.1.23 Precast
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