1780 search results for work mix
1050808.impl
of Section 450 Specification examination. Ensure that the batch plant operators of the ready mixed, that the batch plant operators of the onsite centrally mixed concrete plants meet the requirements of Section, , Department approved, Level I QC Inspector training course in the respective work area
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/1050808.impl.pdf?sfvrsn=73a50e6a_04550503.origind
, taking into account the mixing 4550503 All Jobs process and blending of freshly mixed slurry, . 4. Details of shaft excavation methods. 5. Details of slurry, including proposed methods to mix, . Required submittals, including shop drawing and concrete design mixes. 11. Details of any, of the mixing method to be used. Submit the Material Safety Data Sheets (SDS) for the product, of the responsibility to perform the work in accordance with the Contract Documents. The installation
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of Pay Reduction: In measurement of areas of work, where pay reductions are to be assessed, the Engineer, of the completed work within the neat lines shown in the Contract Documents or designated by the Engineer, with reasonable accuracy, the actual surface area of the finished work as the Engineer determines. Failure on the part of the Contractor to construct any item of work to plan or authorized dimensions within, Documents as full payment for furnishing all materials and for performing all work contemplated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/0090103ls.fhwa.pdf?sfvrsn=b1541b50_0Debris Removal Emergency Prequalified Vendors
ELECTRICAL WORK FLEXIBLE PAVING GRADING HOT PLANT-MIXED BITUM. COURSES INTERMEDIATE BRIDGES MAJOR, WORK FENCING FLEXIBLE PAVING GRADING GRASSING, SEEDING AND SODDING GUARDRAIL HOT PLANT-MIXED, Listing of Prequalified Contractors Contractors approved for Work Class DEBRIS REMOVAL, )556-0473 11986 NW 97TH AVENUE HIALEAH GARDENS, FL 33018 (305)556-0473 WORK CLASSES DEBRIS REMOVAL (EMERGENCY) DRAINAGE FLEXIBLE PAVING GRADING GRASSING, SEEDING AND SODDING HOT PLANT-MIXED BITUM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/debris-removal-emergency-work-class.pdf?sfvrsn=ce3de1b7_12SS4000700
. Meettheairtemperature requirements for mixing and placing concrete in cold weather as specified in Section 346, for mixing and placing concrete in hot weather as specified in Section 346. When the temperature of the concrete as placed exceeds 75ºF, incorporate in the concrete mix a water-reducing retarder, part of the forms, to work coarse aggregate back from the face, and to force concrete under, mixed concrete trucks, no longer than 20 feet, may be used. This exception does not apply to any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4000700.pdf?sfvrsn=b9758897_0SS4000700
. Meettheairtemperature requirements for mixing and placing concrete in cold weather as specified in Section 346, for mixing and placing concrete in hot weather as specified in Section 346. When the temperature of the concrete as placed exceeds 75ºF, incorporate in the concrete mix a water-reducing retarder, part of the forms, to work coarse aggregate back from the face, and to force concrete under, mixed concrete trucks, no longer than 20 feet, may be used. This exception does not apply to any
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should take and direct the action, and if the action is extra work it should be compensable. What, : The specifications are silent on epoxy mortar mixes. Suggest adding a section to 926. Section 450-13.6, of the epoxy compound recommends fillers for mortar mixes. The APL lists the epoxies by type, not by epoxy
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to theoretical grout quantity; gh. number of grout bags mixed; hi. total quantity of water used to mix grout, capable of measuring the amount of wax being injected. c. Mixers and heaters, or other mixing, from leaks, blockages, and voids. Submit test data to the Engineer to verify that the work meets, in PT system by application: repair, horizontal, or vertical. 4620100.D01 All Jobs 2. Mix grout, substrate surfaces for bonding as indicated by the result of the ACI 503 test. b. Mix and apply epoxy
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# 200, Champaign, IL 61820 10. Work Unit No. (TRAIS) 11. Contract or Grant No. BED49-977-08 12, : Quantification of Diffusion Coefficient Based on Concrete Mixtures (source: Schiessl, et al., 2006, on Concrete Mixtures (source: Schiessl, et al., 2006, for Different Concrete Mixtures (source: Schiessl, et al., 2006, of chloride-induced corrosion. Chlorides are also present in the concrete mix components, including
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MIX ASPHALT - GENERAL CONSTRUCTION REQUIREMENTS. (REV 6-9-22) SUBARTICLE 330-2.1 is deleted, . 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 at the beginning, placed. When determining the spread rate, use, at a minimum, an average of five truckloads of mix, the actual surface area of the finished work and be in compliance with the requirements
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work it should be compensable. What we are seeing is that the spec says “take appropriate action, of all..." Section 450-13.5: The specifications are silent on epoxy mortar mixes. Suggest adding
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used for stabilization and the final mixed product (stabilizer and embankment), (3) changes were, subgrade as long it thoroughly mixed to create a homogeneous material, and (4) clarifications were, to clearly differentiate the requirements for materials that are used for stabilizing and the final mixed, subgrade, which may require stabilizing material mixed thoroughly with embankment to increase the having, . Stabilizing material may also be known as stabilizer. 160-2.1 Stabilizing Material: Material mixed
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used for stabilization and the final mixed product (stabilizer and embankment), (3) changes were, subgrade as long it thoroughly mixed to create a homogeneous material, and (4) clarifications were, to clearly differentiate the requirements for materials that are used for stabilizing and the final mixed, subgrade, which may require stabilizing material mixed thoroughly with embankment to meet the minimum, mixed thoroughly with embankment to increase the bearing value of subgrade. Use only allowable
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inches per lift after mixing and compaction if the cContractor can demonstrate that the density of the mixture can be achieved. Perform mixing using rotary tillers or other equipment meeting, . SUBARTICLE 120-8.4.2 is deleted and the following substituted: 120-8.4.2 Soil and RAP Mixture, 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 of Standard Plans
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5 psi. Load the traffic roller as directed by the Engineer. 341-3.4 Mixing Equipment: Use mixing, and maintaining a homogeneous mixture of rubber and asphalt cement at the specified temperature. 341-3.5, of maintaining a homogeneous mixture of rubber and asphalt cement at the specified temperature, immediately. Never hold the mixture at temperatures over 350ºF for more than six hours after reaching, for all work specified in this Section, including furnishing cover materials, handling, spreading
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of work, where pay reductions are to be assessed, the Engineer will use the lengths and/or widths, dimensions measured along the final surface of the completed work within the neat lines shown, of the finished work as the Engineer determines. Failure on the part of the Contractor to construct any item of work to plan or authorized dimensions within the Specification tolerances will result, payment for furnishing all materials and for performing all work contemplated and embraced under
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp0090103ls.pdf?sfvrsn=789e40c9_0SP0090103LS
of work, where pay reductions are to be assessed, the Engineer will use the lengths and/or widths, dimensions measured along the final surface of the completed work within the neat lines shown, of the finished work as the Engineer determines. Failure on the part of the Contractor to construct any item of work to plan or authorized dimensions within the Specification tolerances will result, payment for furnishing all materials and for performing all work contemplated and embraced under
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp0090103ls.pdf?sfvrsn=22a2d0ff_0Special Provisions Workbook January 2017
. PROPOSAL REQUIREMENTS AND CONDITIONS - EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF WORK. (REV, AND CONDITIONS - EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF WORK. (REV 4-11-16) (FA 7-1-16) (1-17, . SP0030900 All Jobs. SCOPE OF THE WORK - INTENT OF CONTRACT. (REV 8-19-09) (FA 8-24-09) (1-17, OF THE WORK. (REV 6-3-16) (FA 6-9-16) (1-17) 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. (REV 3-15-02) (1-17) Changes
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of work, where pay reductions are to be assessed, the Engineer will use the lengths and/or widths, dimensions measured along the final surface of the completed work within the neat lines shown, of the finished work as the Engineer determines. Failure on the part of the Contractor to construct any item of work to plan or authorized dimensions within the specification tolerances will result, Documents as full payment for furnishing all materials and for performing all work contemplated
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to temperatures exceeding 390ºF, mixing and agitating the material in the reservoir to provide a homogenous mixture without segregation. Use equipment that will maintain the striping material in a plastic state, in all mixing and conveying parts, including the line dispensing device until applied, period will begin with the satisfactory completion and acceptance of the pavement marking work, by the Engineer, based on the amount of work done or completed. Ensure the certification of quantities
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