1780 search results for work mix
4550000DB.FHWA
of inspection by the divers, the Department may also elect to inspect the work before authorizing, safety procedures consistent with the latest approved practices for this work. Include, 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 by the Engineer. 455-2.4 Load
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/4550000db.fhwa.pdf?sfvrsn=f2127baf_0TZ TIP Card - Recipe Card Winter 2023 Strawberry French Toast v1
sugar, and 1 tablespoon vanilla. Mix thoroughly and set aside. Prepare bread by making a pocket, tablespoon goat cheese mixture, spreading evenly. Add 1–2 tablespoons diced strawberries and seal, vanilla, and a pinch of salt. Pour mixture over stuffed bread slices and allow to soak for a minimum, side. Serve immediately with toppings of your choice. Fresh tip — Any variety of bread will work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/targetzerodocs/tz-tip-card---recipe-card-winter-2023-strawberry-french-toast-v1.pdf?sfvrsn=2ef1b1ac_1IndustryCommentResponse1600200-dj
COMMENT: 1. 160-3.1 General: Paragraph 3 reads: Isolated mixing operations and isolated compaction, follows it. 2. 160-4.62 Mixing Depth Requirements: This section states the tolerances but adding a reference to 160-4.85.7 Mixing Depth would help show where to find the procedures if those tolerances, of the mixed subgrade is found to be outside of these tolerances follow the resolution procedures, procedures) for accepting the work performed in 160-4.1, 160-4.2, 160-4.6, and 160-4.7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/industry/comments-responses/industrycommentresponse1600200-dj.pdf?sfvrsn=2dbf30c2_1Chapter11s4
Control, three Design Mixes were used and their recorded tonnages: Mix 1 with 17,451 Tons at Gmm, Thickness = 9" Three Design Mixes with recorded tonnages; they are: Mix 1 with 18,451 Tons at Gmm, placed = 13,345.0 Tons Three Design Mixes were used per the QCRR: Mix 1 with Gmm = 2.599 at 9,000.0, Tons Total PQ Area (SY) = 173,622 SY Three Design Mixes were used per the QCRR: Mix 1 with Gmm, for Open Graded Friction Course (FC-5)) for each pay item based on the tonnages and mix designs used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter11s4.pdf?sfvrsn=7c03da58_9SP4550000DB-723FHWA
by the divers, the Department may also elect to inspect the work before authorizing the Contractor, equipment, and employ safety procedures consistent with the latest approved practices for this work, 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 by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/sp4550000db-723fhwa.pdf?sfvrsn=d0a69c71_1SP4550000DBD01-722FHWA
by the divers, the Department may also elect to inspect the work before authorizing the Contractor to proceed, 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, 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/july-2022/review/fhwa/sp4550000dbd01-722fhwa.pdf?sfvrsn=b19fdf7e_23300000.resp
3300000 HOT MIX ASPHALT – GENERAL CONSTRUCTION REQUIREMENTS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Art Berger FDOT, Legal Comments: (6-22-15) 330-7.1: Suggest the following edit: 330-7.5, at the roadway. Remove windrowed asphalt mixture exposed to rain." Suggest adding "and dispose" after "Remove, does not work. Some pavers with electronics on them that don’t work and there is nothing I can do, of asphalt mix on the roadway in front of the paver, which is picked up by an “elevator” and placed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/3300000.resp.pdf?sfvrsn=d3402c1f_04620100-722impl
, blockages, and voids. Submit test data to the Engineer to verify that the work meets, rate of flow within ducts; g. Theoretical grout volume calculations; h. Mixing and pumping, that will be used on the project including but not limited to mixers, pumps, hoses, valves and pressure, , mixing and pumping procedures in accordance with the manufacturer’s recommendations; n Direction, with water and blow dry. Form, mix, place, and cure material in strict compliance with manufacturer’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/4620100-722impl.pdf?sfvrsn=7d2d771b_23410000.FHWA
the traffic roller as directed by the Engineer. 341-3.4 Mixing Equipment: Use mixing equipment for asphalt, mixture of rubber and asphalt cement at the specified temperature. 341-3.5 Pressure Distributor: Use, mixture of rubber and asphalt cement at the specified temperature and consistently apply the material, for all work specified in this Section, including furnishing cover materials, handling, spreading, rolling, bituminous material, and other incidental work necessary to complete this item. 341-9.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/3410000.fhwa.pdf?sfvrsn=fd3de3b9_01200503-724FHWA
if the cContractor can demonstrate that the density of the mixture can be achieved. Perform mixing, mixing and compaction if the Contractor can demonstrate that the density of the mixture can, and the following substituted: 120-8.4.2 Soil 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/1200503-724fhwa.pdf?sfvrsn=cb5e27ea_14130000SS
would start. Calibrate the valves to the static mixer to ensure a one to one mixing ratio of the two, a minimum rated nozzle capacity of 6,000 psi [40 MPa] using the spray head proposed for use in the work, , each production day of application, or when the character of the work changes, whichever, by the Department’s State Materials Office (SMO) prior to commencement of work based on the size, depth, notice so that personnel from the State Materials Office may be present at the beginning of work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4130000ss249291da8b034b1ea7221019e7b51b47.pdf?sfvrsn=a62dc454_04130000.impl
rated nozzle capacity of 6,000 psi using the spray head proposed for use in the work, 2 applied, each production day of application, or when the character of the work changes, of work based on the size, depth and the internal condition of cracks. Submit a written sealer, at the beginning of work to evaluate the cracks and provide final approval of the application rate, in the application and formulation of the methacrylates for the initial application and certify that the mixing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/4130000.impl.pdf?sfvrsn=4ad26a00_02025-FPDM
by the Department: • Friction Course FC-12.5 is a dense graded mix and is typically placed 1½-in thick. • Friction Course FC-9.5 is a dense graded mix and is typically placed 1.0-in thick. • Friction Course FC-5 is an open graded mix and is typically placed 3/4-in thick. Structural Course The structural, Mixes Types S-I, S-II, S-III, FC-1, FC-2, FC-3, FC-4, FC-6, Type I, II and III Asphaltic Concrete, Binder, and Asphaltic Concrete base mixes will occasionally be encountered on rehabilitation projects
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/pm/publications/2025-fpdm.pdf?sfvrsn=cfa567d_12025-FPDM-v2
by the Department: • Friction Course FC-12.5 is a dense graded mix and is typically placed 1½-in thick. • Friction Course FC-9.5 is a dense graded mix and is typically placed 1.0-in thick. • Friction Course FC-5 is an open graded mix and is typically placed 3/4-in thick. Structural Course The structural, Mixes Types S-I, S-II, S-III, FC-1, FC-2, FC-3, FC-4, FC-6, Type I, II and III Asphaltic Concrete, Binder, and Asphaltic Concrete base mixes will occasionally be encountered on rehabilitation projects
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/pm/publications/2025-fpdm-v2.pdf?sfvrsn=7b53982a_1Materials Acceptance and Certification Development
which district(s) they work in. Instructions (PDF-945KB) FDOT User ID Accounts FDOT User ID Account, Sample and Test Entry and Submission for field density, stabilizing mixing depth and base thickness, (4:22) Stabilizing Mixing Depth How to create a QC stabilizing mixing depth sample Video (5:15) QC, the VT company enters the TIN of the verification technician who witnessed a stabilizing mixing depth, ) Introduction Video How MAC notifications work, types of MAC notifications Video (3:15
https://www.fdot.gov/materials/mac/default.shtmSP4550000DB-722AddChngFHWA
completion of inspection by the divers, the Department may also elect to inspect the work before, with the latest approved practices for this work. Include with these safety procedures, adequate, 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/fhwa/sp4550000db-722addchngfhwa.pdf?sfvrsn=fb57a9f8_2SP4550000DB-122FHWA
to inspect the work before authorizing the Contractor to proceed with subsequent construction, procedures consistent with the latest approved practices for this work. Include with these safety, 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/january-2022/review/fhwa/sp4550000db-122fhwa.pdf?sfvrsn=32ba4925_22341000.origind
of Payment. Prices and payments will be full compensation for all work specified in this Section, including the applicable requirements of Sections 320, 330 and 334. The bid price for the asphalt mix, specified in 9-2.1.1, the average asphalt binder content of the base mixes to be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/2341000.origind.pdf?sfvrsn=d81737e7_04620000.impl
colloidal mixer capable of continuous mechanical mixing producing a homogeneous and stable grout free, mixing phase in the colloidal mixer by use of a flow meter or calibrated water reservoir, of grout being injected. 3.Manualcolloidalmixers, manual high speed shear mixers, or other mixing, test after new batch has been transferred from mixing tank to holding tank and thoroughly mixed with remains of the previous batch to produce a new homogenous mixture. During mixing process
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/4620000.impl.pdf?sfvrsn=fcd5fdfc_0SP0090103LS
) 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 to plan or authorized dimensions within the specification tolerances will result, and for performing all work contemplated and embraced under the Contract; also for all loss or damage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp0090103ls.pdf?sfvrsn=c367c883_0