1780 search results for work mix
sp4550000db
by the divers, the Department may also elect to inspect the work before authorizing the Contractor to proceed, practices for this work. Include with these safety procedures, adequate support for the load test plates, . Use a jig that has a minimum of three legs, has a work platform providing at least 4 feet width of work area around the casing, and is accepted by the Engineer before use. The described work platform, to the work or for other reasons the Contractor proposes. 455-5.2 Underwater Driving: Underwater
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/design-build/sp4550000db.docx?sfvrsn=8e0dda17_23300201-723 FHWA
Specifications Office Section: 330 Proposed Specification: 3300201 Hot Mix Asphalt - General, All Jobs HOT MIX ASPHALT - GENERAL CONSTRUCTION REQUIREMENTS. (REV 6-9-22) SUBARTICLE 330-2.1, of pavement. 2. Mix Temperature: Determine the mix temperature at the roadway for the first five loads and one out of every five loads thereafter. 3.Mix Spread Rate: Monitor the mix spread rate, truckloads of mix. 4.Pavement Texture: Monitor the pavement texture to minimize pavement segregation. Use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/3300201-723-fhwa.pdf?sfvrsn=3890b3c9_24130000.origind
containers for isolated or localized applications. 4130000 All Jobs 413-3.4.2 Mixing: Mix, in the work. 413-2.2.5 Water for Blasting: Use water meeting the requirements of Section 923. 413-2.2.6, of the work changes, whichever is sooner. For each field trial, determine the optimum coverage rate, be approved by the Department’s State Materials Office (SMO) prior to commencement of work based, at the beginning of work to evaluate the cracks and provide final approval of the application rate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/4130000.origind.pdf?sfvrsn=81f0a3a1_0chgtab
6-4-08 6-20-08 1-09 SS2870000 New SS. To require 0.75% liquid anti-strip in limestone mixtures and hydrated lime in granite mixtures; to modify the design asphalt cement content and provide a mix, SS3200202 New SS. To require that Mix Design Number be shown on the printed delivery ticket instead of type of mix. Merged in text from SS3200501 and changed dates. To remove a requirement, ’s selection of Option 1 or 2 mixture acceptance and QC plan requirements for the roadway. Usage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/chgtab.pdf?sfvrsn=91462f13_0Recently Completed Research
Summary Final Report BEC79 Determining the Effect on Asphalt Mixture Performance by Increasing New Asphalt Binder Content Due to Inactive RAP Binder in the Mixture Materials Summary Final, Materials Summary Final Report BE928 Performance Evaluation of SP-9.5 and SP-12.5 Superpave Mixtures, Tomography Materials Summary Final Report BDV25-977-66 Prioritized Safety Consideration by Work, and Alternative Materials for Use in Modifying Asphalt Mixtures Materials Summary Final Report
https://www.fdot.gov/research/documents.shtmreference-3-4-5-eeo-job-categories-for-eeo-job-classifications
Asphalt Mixing Operator XX Asphalt Paving Machine Operator XX Asphalt Plant Drier XX Asphalt, Concrete Mixing Operator XX Concrete Paving Longit/Finish Operator XX Concrete Paving Subgrade, Subgrade Mixer Operator XX Tractor Haul Truck Driver XX Traffic Control Specialist XX Traffic, based on the work in which their work is ‘incidental’. Review the work of the welder and assign the worker to the EEO Category of the classification for the work performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/reference-3-4-5-eeo-job-categories-for-eeo-job-classifications.pdf?sfvrsn=d92c1803_11200503-724IMPL
shall not exceed 12 inches per lift after mixing and compaction if the Contractor can demonstrate that the density of the mixture can be achieved. Perform mixing using rotary tillers or other, and RAP Mixture: Place the RAP material at the location and spread uniformly, using approved methods to obtain a maximum layer thickness of 4 inches. Mix this 4-inches maximum layer of RAP with a loose soil layer 8 to 10 inches thick. After mixing, meet all embankment utilization requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/1200503-724impl.pdf?sfvrsn=21a8f45c_1SS6490000
with a 45 degree slope on the form for grout placement. 649-6.4 Mixing: Use only fresh unopened full bags of grout. Mix the grout in a clean, power driven mortar mixer or with a heavy duty drill (850 RPM maximum) using a commercial mixing paddle. Mix the grout in accordance with the manufacturer’s, responsibility for performing all remedial work associated with repairs of any adhesion or color, sufficient tool. Cure all exposed grout with a membrane curing compound. 649-7 Remedial Work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss6490000.pdf?sfvrsn=68c872be_07000025SS
700 SIGNASSEMBLYDESIGNREQUIREMENTS–SIGN BACKGROUND. (REV2-25-04)(FA3-22-04)(7-04) SUBARTICLE700-2.5(Page731)isexpandedbythefollowing: UsefluorescentorangeTypeVIorVIIfor all orange work zone signs on interstates. Do not mix work zone signs having fluorescent orange sheeting with signs having orange reflective sheeting. Meshsignsshallmeet the color, daytime luminance and non-reflective property requirements of Section 994, Type VI. SUBARTICLE 700-3.8 (Page 732) is deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/7000025ss.pdf?sfvrsn=a2d6e6e5_0SP4550000DB-122
of inspection by the divers, the Department may also elect to inspect the work before authorizing, consistent with the latest approved practices for this work. Include with these safety procedures, adequate, of three legs, has a work platform providing at least 4 feet width of work area around the casing, and is accepted by the Engineer before use. The described work platform may be supported, to the work or for other reasons the Contractor proposes. 455-5.2 Underwater Driving : Underwater
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/design-build/sp4550000db-122.pdf?sfvrsn=951c94e4_2SP4550000DB-721
of inspection by the divers, the Department may also elect to inspect the work before authorizing, consistent with the latest approved practices for this work. Include with these safety procedures, adequate, of three legs, has a work platform providing at least 4 feet width of work area around the casing, and is accepted by the Engineer before use. The described work platform may be supported, on existing structures adjacent to the work or for other reasons the Contractor proposes. 455-5.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/design-build/sp4550000db-721.pdf?sfvrsn=cb06bab9_2SP4550000DB-722AddChng impl
completion of inspection by the divers, the Department may also elect to inspect the work before, procedures consistent with the latest approved practices for this work. Include with these safety, that has a minimum of three legs, has a work platform providing at least 4 feet width of work area around the casing, and is accepted by the Engineer before use. The described work platform may, on existing structures adjacent to the work or for other reasons the Contractor proposes. 455-5.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/sp4550000db-722addchng-impl.pdf?sfvrsn=e9fcba72_2SP4550000DB-722-AddChng origind
the work before authorizing the Contractor to proceed with subsequent construction operations. Submit, safety procedures consistent with the latest approved practices for this work. Include, a suitable movable jig for the surveyor to stand. Use a jig that has a minimum of three legs, has a work platform providing at least 4 feet width of work area around the casing, and is accepted by the Engineer before use. The described work platform may be supported by the protective casing when accepted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/sp4550000db-722-addchng-origind.pdf?sfvrsn=8656b756_2SP4550000DB
, the Department may also elect to inspect the work before authorizing the Contractor to proceed with subsequent, equipment, and employ safety procedures consistent with the latest approved practices for this work, a minimum of three legs, has a work platform providing at least 4 feet width of work area around the casing, and is accepted by the Engineer before use. The described work platform may be supported, to minimize the effects of vibrations on existing structures adjacent to the work or for other
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/design-build/sp4550000db3974934a4ac24aa1a96883779ad54def.docx?sfvrsn=f0b6d904_2SP4550000DB-122impl
completion of inspection by the divers, the Department may also elect to inspect the work before, consistent with the latest approved practices for this work. Include with these safety procedures, a minimum of three legs, has a work platform providing at least 4 feet width of work area around the casing, and is accepted by the Engineer before use. The described work platform may be supported, on existing structures adjacent to the work or for other reasons the Contractor proposes. 455-5.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/sp4550000db-122impl.pdf?sfvrsn=8f7e0257_2SP4550000DB-122origind
by the divers, the Department may also elect to inspect the work before authorizing the Contractor, for this work. Include with these safety procedures, adequate support for the load test plates and jack, of three legs, has a work platform providing at least 4 feet width of work area around the casing, and is accepted by the Engineer before use. The described work platform may be supported, to minimize the effects of vibrations on existing structures adjacent to the work or for other reasons
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/sp4550000db-122origind.pdf?sfvrsn=81d86f2c_2Dev305BCJS
No. 80 0 to 5 305-2.2.2 Workability: The mixture pours readily and penetrates a 0.25 inch pavement, mixture is 350ºF and the air temperature is 35ºF or higher. 305-2.2.3 Curing: The mixture, when, being heated to 400°F for 2 hours maximum. The mixture remains in a pumping consistency when, inches long mixture specimen after conditioning to 10.0ºF at a minimum bending rate of 9 degrees, a representative sample of the mixture into aluminum tubes 1.0 inch in diameter and 5.5 inches long
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/otherfdotlinks/developmental/files/dev305.pdf?sfvrsn=968f4436_14551508-724IMPL
: Thoroughly premix the slurry in a mixing tank with clean fresh water prior to introduction, to perform the work in accordance with this Section. The Engineer will not allow excavated pits, be mixed in the casing portion, in accordance with the APL approved instructions if the following, of 455-15.8.3, before continuing the excavation below the casing. 2. Polymer mix continues, the properties are maintained within compliance of 455-15.8.3, discontinue this mixing method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/4551508-724impl.pdf?sfvrsn=2c7557cc_14550000DB.FHWA
, the Department may also elect to inspect the work before authorizing the Contractor to proceed, consistent with the latest approved practices for this work. Include with these safety procedures, movable jig for the surveyor to stand. Use a jig that has a minimum of three legs, has a work platform providing at least 4 feet width of work area around the casing, and is accepted by the Engineer before use. The described work platform may be supported by the protective casing when accepted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/4550000db.fhwa.pdf?sfvrsn=5377f6e1_0D3410000.do
]. Load the traffic roller as directed by the Engineer. 341-3.4 Mixing Equipment: Use mixing, a homogeneous mixture of rubber and asphalt cement at the specified temperature. 341-3.5 Pressure, a homogeneous mixture of rubber and asphalt cement at the specified temperature and consistently, with application immediately. Never hold the mixture at temperatures over 350ºF [175ºC] for more than six, Asphalt Rubber Membrane Interlayer: Price and payment will be full compensation for all work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3410000.do.pdf?sfvrsn=654d4aef_0