1780 search results for work mix
4570000.origind
based on consistency of the mixes. Conduct a field verification mix prior to commencing the jacket, in the Contract Documents. 457-2.3.1PortlandCementGrout: Use a mix design of portland cement, fine, . Useportlandcement meeting the requirements of Section 921. Use a d mixtures meeting t h e r e q u i r e ments of Section 924, ASHTO M194, Types A and D. Use a i r - e n t r a i n i n g a d mixtures m, that loss on ignition shall not exceed 4%. Provideagrout filler mix with a minimum compressive
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4570000.origind.pdf?sfvrsn=f9b2d81b_03340102.origind
, a mixture will be considered a warm mix asphalt design if the mixing temperature is 305°F or less, , except as noted herein. Prior to the production of any asphalt mixture, submit the proposed mix, to either conditionally verify or reject the mix as designed. For a Traffic Level A mixture, meet the mix design criteria for a Traffic Level B mixture and for a Traffic Level D mixture meet the mix design criteria for a Traffic Level E mixture. In addition, a Type SP mix one traffic level
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/3340102.origind.pdf?sfvrsn=f3f6c32d_0SS9260000
. Epoxiesforrebuildingexpansionjointsshallbepourabletypeswhichmay be mixed with sand and with these requirements for the mix, be any of approved products listed at the time of the work. Mix designs for mortar and concrete, with a maximum ash content of 2%. Alltypesshall have simple mix ratios of one to one or two to one, are to be mixed. Certainterms used in this specification shall have these meanings: lowmodulus, % elongation. non-sagging g e l - g r a d e s o f mixed compounds which will not perceptibly flow under
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9260000.pdf?sfvrsn=2963d384_04550701.FHWA
consisting of a mixture of cementitious materials, admixtures, sand and water proportioned and mixed, the grout through the pump, or through the mixer drum or agitator. 4. Use mixers capable of combining, methods to mix, circulate, desand, test methods, and proposed CTQP certified technician, . 10. Required submittals, including shop drawing and concrete design mixes. 11. Details of any, to be excavated and a description of the mixing method to be used. Submit the Material Safety Data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/4550701.fhwa.pdf?sfvrsn=19f4c507_04530000.origind
precautions may be taken in accordance with 453-5.7 below. 453-5.4 Mixing of Epoxy Bonding Agent: Mix, color is achieved. Mix with a properly sized mechanical mixer operating at no more than 600 rpm, SEGMENTS 453-1 Description. Furnish, mix and apply a two-component epoxy bonding system to the match cast, of Contractor’s Personnel. For mixing, handling and applying the epoxy bonding agent, provide, of the manufacturer to be at the site as an advisor at the beginning of this work. Ensure that all personnel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/4530000.origind.pdf?sfvrsn=ae0ef95b_0SS4530000
. 453-5.4 Mixing of Epoxy Bonding Agent: Mix the two components of the epoxy bonding agent in strict, 453-1 Description. Furnish, mix and apply a two-component epoxy bonding system to the match cast faces, of Contractor’s Personnel. For mixing, handling and applying the epoxy bonding agent, provide direct, of the manufacturer to be at the site as an advisor at the beginning of this work. Ensure that all personnel who, so that mixing produces a third color similar to the concrete in the segments. Epoxy bonding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4530000.pdf?sfvrsn=4fcff1ba_0T401 Restoring Spalled Concrete Using Concrete (6-8-23)
restoration work. Include in the work plan the anticipated repair volumes, prepackaged mixes, approach, and reinforcement with a minimum application time of 1 hour after mixing. Mix the bonding agent and apply per, methods described in 401-3.1. Mix polymer mortars/concretes using dry, dust-free containers and mixing, polymerized material in the container or on mixing tools. Mix the material within the manufacturer-specified, . T401-1.1 General: The work under this Section consists of repairing spalled or otherwise deficient
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/otherfdotlinks/tsp-library/t401-restoring-spalled-concrete-using-concrete-(6-8-23).docx?sfvrsn=ee0adc1d_2D1620000.do
of mixed material favorable to grass growth over areas of the project which are to be seeded, seeded and mulched, or planted, by applying and mixing in a muck blanket, topsoil, compost or commercially available supplements. Use the mixed material in areas to be sodded, when called, Construction Methods. 162-4.1 Preparation of Areas: Prior to the beginning of the work, construct the surface, to the Department. 162-4.2 Spreading and Mixing: Uniformly spread the necessary material over areas to receive
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1620000.do.pdf?sfvrsn=62ffbd1c_0D1620000.do
of mixed material favorable to grass growth over areas of the project which are to be seeded, seeded and mulched, or planted, by applying and mixing in a muck blanket, topsoil, compost or commercially available supplements. Use the mixed material in areas to be sodded, when called, Construction Methods. 162-4.1 Preparation of Areas: Prior to the beginning of the work, construct the surface, to the Department. 162-4.2 Spreading and Mixing: Uniformly spread the necessary material over areas to receive
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1620000.do521aae8f83e14e56a56eb24a1817983d.pdf?sfvrsn=63cc6dac_0fdot-be912-rpt
. Work Unit No. (TRAIS) 11. Contract or Grant No. BE912 12. Sponsoring Agency Name and Address, mixtures. According to the results of MLRA, it is recommended that FDOT continue to use the AQC weights revised and implemented in 2019 for dense graded mixtures. For open graded mixtures, it, and raveling of both dense and open graded mixtures. Although the effect of CPF on rutting, simulation for dense graded mixtures indicated that FDOT’s new weights implemented in their 2019
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-be912-rpt.pdf?sfvrsn=6b44b252_14570000.FHWA
based on consistency of the mixes. Conduct a field verification mix prior to commencing the jacket, . 457-2.3.1PortlandCementGrout: Use a mix design of portland cement, fine aggregate, water and an admixture containing a minimum, 921. Use a d mixtures meeting t h e r e q u i r e ments of Section 924, ASHTO M194, Types A and D. Use a i r - e n t r a i n i n g a d mixtures m e e t i n g t h e r e q u i r e ments of Section, %. Provideagrout filler mix with a minimum compressive strength of 5,000 psi at 28 days and a slump of 7 inches
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4570000.fhwa.pdf?sfvrsn=d1c6e1e7_03370302.origind
and/or shell rock for FC-5 mixtures. Crushed limestone from the Oolitic formation may be used if it, approval of the source prior to its use. As an exception, mixes that contain a minimum of 60, not approved for friction courses. Mixtures utilizing High Polymer (HP) binder are not allowed to contain, the FC-5 mixtures. Furnish the materials and all appropriate information (source, gradation, etc.) as specified in 334-3.2.7. The Department will have two weeks to design the mix. The Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/3370302.origind.pdf?sfvrsn=685fbfe2_03300000.impl
mix asphalt (including warm mix asphalt) pavements and bases. Establish and maintain a quality, of pavement. 2.MixTemperature: Determine the mix temperature at the roadway for the first five loads and one out of every five loads thereafter. 3.MixSpreadRate:Monitor the mix spread rate, truckloads of mix. 4. Pavement Texture: Monitor the pavement texture to minimize pavement segregation. Use, n t h e D e p a r t ment’s approved form to reflect the actual surface area of the finished work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/3300000.impl.pdf?sfvrsn=42b8e81c_03340104.impl
l e l a y e r t h i c k n e s s e s f o r T y p e S P A s p h a l t C o n c r e t e mixtures, are placed on mixes when used as a structural course: TypeSP-9.5-Limited to the top two structural, . TypeSP-19.0-Maynotbeusedinthefinal(top)structurallayer belowFC-5mixtures. Type SP-19.0 mixtures are permissible in the layer directly below FC-9.5 and FC-12.5 mixtures. SUBARTICLE 334-1.4.2 is deleted, to Type SP Asphalt Concrete mixtures: 1.Aminimum 1-1/2 inch initial lift is required over
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/3340104.impl.pdf?sfvrsn=15c16361_03370207.FHWA
the FC-5 mixtures. Furnish the materials and all appropriate information (source, gradation, etc.) as specified in 334- 3.2.7. The Department will have two weeks to design the mix. The Department, : Meet the requirements of 334-5 with the following exceptions: 1. The mixture will be accepted, 030 (Figure 2). 3370207 All Jobs 6. The mixture will be accepted on the roadway with respect, for these mixtures. Table 337-2 FC-5 Master Production Range Characteristic Tolerance (1) Asphalt Binder Content
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/3370207.fhwa.pdf?sfvrsn=2ddfb1e5_02860000.FHWA
hot bituminous mixtures intended for use as open- graded friction course. Proportion bituminous mixtures in accordance with a job-mix formula approved by the Department. Ingeneral, turnout construction is specified to be paid for by weight of mixture, the weight will be measured, compensation for all work specified in this Section, including excavating; compacting excavated areas; furnishing material; placing, compacting, and finishing of base; and incidental work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/2860000.fhwa.pdf?sfvrsn=a4f09b6a_0D2340000.do
as defined in these Specifications. The Contractor may use a Type SP-12.5 mixture, (Traffic Level B or C, .........................................................................Section 902 234-3 Mix Design. Unlessotherwisespecified,designthemix such that all requirements for a Type SP-12.5, Traffic Level B or C mixture as specified in Section 334, are met. 234-3.1RestrictedZone: Design the mix such that the gradation passes above the restricted zone, as a component material of the asphalt mixture provided the requirements of 334-2.5 are met. 234-4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d2340000.do.pdf?sfvrsn=bf25a827_0SS4530000
Mixing of Epoxy Bonding Agent: Mix the two components of the epoxy bonding agent in strict, and thoroughly mix until a uniform color is achieved. Mix with a properly sized mechanical mixer, Description. Furnish, mix and apply a two-component epoxy bonding system to the match cast faces, of Contractor’s Personnel. For mixing, handling and applying the epoxy bonding agent, provide direct, of the manufacturer to be at the site as an advisor at the beginning of this work. Ensure that all personnel who
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss4530000.pdf?sfvrsn=d1b7dc12_0SMO-25-02
of Durable Auger-Cast Pile Grout Mix Designs Free of Early-Age Cracking. Justification Auger-cast piles, mixes are currently sand- cement grouts without any coarse aggregates. Another likely cause, the permeability. Research is needed to develop ACP mixes that meet strength and permeability requirements, and guidance to contractors to utilize these lower CM-content mixes that include coarse aggregates, inconvenience to driving public. Impact Properly designed ACP mixes will greatly reduce the instances
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/smo-25-02.pdf?sfvrsn=d56d6357_1MB 23-02 DCE 23-04 Aggregate Substitution for Concrete Mixtures Memo.docx
MB 23-02 DCE 23-04 Aggregate Substitution for Concrete Mixtures Memo.docx, FOR STRUCTURAL CONCRETE MIXTURES The Department has implemented revisions to subsection 9.2.6.5.1, The Department has streamlined the mix design approval process for aggregate substitutions, and should be attached to the Work Order or Supplemental Agreement. TL/SZ/hm DocuSign Envelope ID, 2 9.2.6.5.1 Aggregates Aggregate sources may be substituted within an approved base mix design, in Specifications Section 346. (2) The revised mix design is derived from an approved mix design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/memos/2023/mb-23-02-dce-23-04-aggregate-substitution-for-concrete-mixtures-memo-docx.pdf?sfvrsn=b941c251_1