1780 search results for work mix
sp0060100ls
CONTROL OF MATERIALS. (REV 8-17-09) (FA 8-24-09) (7-17) ARTICLE 6-1 is expanded by the following new Subarticles: 6-1.3.3 Lump Sum Project General Requirements: Material is accepted by material sampling and testing requirements for the following work activities: earthwork and related operations, base courses, hot bituminous mixtures, portland cement concrete, and reinforcing steel as stated in 105-2. Fabricated metal acceptance will be in accordance with 105- 1.2.3. All other material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/workbook/sp0060100ls.pdf?sfvrsn=cd3d2244_4SP0060100LS
CONTROL OF MATERIALS. (REV 8-17-09) (FA 8-24-09) (1-17) ARTICLE 6-1 is expanded by the following new Subarticles: 6-1.3.3 Lump Sum Project General Requirements: Material is accepted by material sampling and testing requirements for the following work activities: earthwork and related operations, base courses, hot bituminous mixtures, portland cement concrete, and reinforcing steel as stated in 105-2. Fabricated metal acceptance will be in accordance with 105- 1.2.3. All other material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/workbook/sp0060100ls.pdf?sfvrsn=f369826_0D00600ls
CONTROL OF MATERIALS. (REV 1-9-01) (7-01) ARTICLE 6-1 (Pages 49 and 50) is expanded by the following new Subarticles: 6-1.7 Lump Sum Project General Requirements: Material is accepted by material sampling and testing requirements for the following work activities: Earthwork and Related Operations, Base Courses, Hot Bituminous Mixtures, Portland Cement Concrete, and Reinforcing Steel as stated in 9-12.1. Fabricated metal acceptance will be in accordance with 9-12.2. All other material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d00600ls.pdf?sfvrsn=de3f03d8_0D00600ls.do
CONTROL OF MATERIALS. (REV 1-9-01) (7-01) ARTICLE 6-1 (Pages 49 and 50) is expanded by the following new Subarticles: 6-1.7 Lump Sum Project General Requirements: Material is accepted by material sampling and testing requirements for the following work activities: Earthwork and Related Operations, Base Courses, Hot Bituminous Mixtures, Portland Cement Concrete, and Reinforcing Steel as stated in 9-12.1. Fabricated metal acceptance will be in accordance with 9- 12.2. All other material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d00600ls.do.pdf?sfvrsn=a98b7eb8_000600LSSP
CONTROL OF MATERIALS. (REV 1-9-01) (7-01) ARTICLE 6-1 (of the Supplemental Specifications) is expanded by the following new Subarticles: 6-1.3.3 Lump Sum Project General Requirements: Material is accepted by material sampling and testing requirements for the following work activities: Earthwork and Related Operations, Base Courses, Hot Bituminous Mixtures, Portland Cement Concrete, and Reinforcing Steel as stated in 9-12.1. Fabricated metal acceptance will be in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/00600lssp.pdf?sfvrsn=b797c250_000600LSSP
CONTROL OF MATERIALS. (REV 1-9-01) (7-01) ARTICLE 6-1 (of the Supplemental Specifications) is expanded by the following new Subarticles: 6-1.3.3 Lump Sum Project General Requirements: Material is accepted by material sampling and testing requirements for the following work activities: Earthwork and Related Operations, Base Courses, Hot Bituminous Mixtures, Portland Cement Concrete, and Reinforcing Steel as stated in 9-11.1. Fabricated metal acceptance will be in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/00600lssp.pdf?sfvrsn=128a117c_0SP0060100LS
CONTROL OF MATERIALS. (REV 1-9-01) (7-01) ARTICLE 6-1 (Pages 52 and 53) is expanded by the following new Subarticles: 6-1.3.3 Lump Sum Project General Requirements: Material is accepted by material sampling and testing requirements for the following work activities: Earthwork and Related Operations, Base Courses, Hot Bituminous Mixtures, Portland Cement Concrete, and Reinforcing Steel as stated in 9-11.1. Fabricated metal acceptance will be in accordance with 9-11.2. All other
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp0060100ls.pdf?sfvrsn=ba2db722_0SP0060100LS
CONTROL OF MATERIALS. (REV 1-9-01) (7-01) ARTICLE 6-1 (Pages 52 and 53) is expanded by the following new Subarticles: 6-1.3.3 Lump Sum Project General Requirements: Material is accepted by material sampling and testing requirements for the following work activities: Earthwork and Related Operations, Base Courses, Hot Bituminous Mixtures, Portland Cement Concrete, and Reinforcing Steel as stated in 9-11.1. Fabricated metal acceptance will be in accordance with 9-11.2. All other
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp0060100ls.pdf?sfvrsn=b23b4ba6_0SP0060100LS
CONTROL OF MATERIALS. (REV 8-17-09) (FA 8-24-09) (1-10) ARTICLE 6-1 (Pages 52-54) is expanded by the following new Subarticles: 6-1.3.3 Lump Sum Project General Requirements: Material is accepted by material sampling and testing requirements for the following work activities: Earthwork and Related Operations, Base Courses, Hot Bituminous Mixtures, Portland Cement Concrete, and Reinforcing Steel as stated in 105-2. Fabricated metal acceptance will be in accordance with 105-1.2.3. All
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp0060100ls.pdf?sfvrsn=a1bb5121_0SP0060100LS
CONTROL OF MATERIALS. (REV 8-17-09) (FA 8-24-09) (1-10) ARTICLE 6-1 (Pages 52-54) is expanded by the following new Subarticles: 6-1.3.3 Lump Sum Project General Requirements: Material is accepted by material sampling and testing requirements for the following work activities: Earthwork and Related Operations, Base Courses, Hot Bituminous Mixtures, Portland Cement Concrete, and Reinforcing Steel as stated in 105-2. Fabricated metal acceptance will be in accordance with 105-1.2.3. All
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp0060100ls.pdf?sfvrsn=27aa09c0_0SP0060100LS
CONTROL OF MATERIALS. (REV 8-17-09) (FA 8-24-09) (1-10) ARTICLE 6-1 (Pages 52-54) is expanded by the following new Subarticles: 6-1.3.3 Lump Sum Project General Requirements: Material is accepted by material sampling and testing requirements for the following work activities: Earthwork and Related Operations, Base Courses, Hot Bituminous Mixtures, Portland Cement Concrete, and Reinforcing Steel as stated in 105-2. Fabricated metal acceptance will be in accordance with 105-1.2.3. All
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp0060100ls.pdf?sfvrsn=a79e7970_0SP0060100LS
CONTROL OF MATERIALS. (REV 8-17-09) (FA 8-24-09) (1-13) ARTICLE 6-1 (Pages 51-52) is expanded by the following new Subarticles: 6-1.3.3 Lump Sum Project General Requirements: Material is accepted by material sampling and testing requirements for the following work activities: earthwork and related operations, base courses, hot bituminous mixtures, portland cement concrete, and reinforcing steel as stated in 105-2. Fabricated metal acceptance will be in accordance with 105- 1.2.3. All
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp0060100ls.pdf?sfvrsn=68b3b148_0SP0060100LS
CONTROL OF MATERIALS. (REV 8-17-09) (FA 8-24-09) (1-14) ARTICLE 6-1 (Pages 52 - 54) is expanded by the following new Subarticles: 6-1.3.3 Lump Sum Project General Requirements: Material is accepted by material sampling and testing requirements for the following work activities: earthwork and related operations, base courses, hot bituminous mixtures, portland cement concrete, and reinforcing steel as stated in 105-2. Fabricated metal acceptance will be in accordance with 105- 1.2.3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp0060100ls.pdf?sfvrsn=a4cdec3a_09700000-122comm
9700000 MATERIALS FOR RAISED PAVEMENT MARKERS AND MARKER ADHESIVE COMMENTS FROM INTERNAL/INDUSTRY REVIEW Grier Kirkpatrick Work Phone: 18503219925 E-Mail: ggkirkpatrick@mmm.com Comments: (Industry 5-24-21) When looking at the specifications, it seems unnecessary to specify anything, and/or density outside these specification limits? The performance properties of the mixed, for such needs as spot fixing for AM Contractors or within an active construction work zone
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9700000-122comm.pdf?sfvrsn=bcf0b3c3_29700000-122resp
9700000 MATERIALS FOR RAISED PAVEMENT MARKERS AND MARKER ADHESIVE COMMENTS FROM INTERNAL/INDUSTRY REVIEW Grier Kirkpatrick Work Phone: 18503219925 E-Mail: ggkirkpatrick@mmm.com Comments: (Industry 5-24-21) When looking at the specifications, it seems unnecessary to specify anything, and/or density outside these specification limits? The performance properties of the mixed, for such needs as spot fixing for AM Contractors or within an active construction work zone
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9700000-122resp.pdf?sfvrsn=956ade15_24551508-724FHWA
, discontinue this mixing method and use a slurry pre-mixed in a tank. Provide a CTQP qualified drilled shaft, , discontinue this mixing method and use a slurry pre-mixed in a tank. Provide a CTQP qualified drilled, in Excavation : 455-15.8.1 General: Thoroughly premix the slurry in a mixing tank with clean fresh, adequate water and/or slurry tanks to perform the work in accordance with this Section. The Engineer, structures, polymer slurry may be mixed in the casing portion, in accordance with the APL approved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/4551508-724fhwa.pdf?sfvrsn=749486ee_24620100-722FHWA
the Engineer to verify that the work meets the requirements of this Section. Perform filler, . Theoretical grout volume calculations; h. Mixing and pumping procedures in accordance, but not limited to mixers, pumps, hoses, valves and pressure gauges. Inject grout into the mockups using, (gauge) pressure requirements, vacuum tests and repair procedures; m. Heating, mixing and pumping, and blow dry. Form, mix, place, and cure material in strict compliance with manufacturer’s recommendations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/4620100-722fhwa.pdf?sfvrsn=1c8d5e14_23410000.impl
the traffic roller as directed by the Engineer. 341-3.4 Mixing Equipment: Use mixing equipment, mixture of asphalt cement at the specified temperature. 341-3.5 Pressure Distributor: Use a pressure type distributor to apply asphalt binder capable of maintaining a homogeneous mixture of asphalt, will be full compensation for all work specified in this Section, including furnishing cover materials, handling, spreading, rolling, bituminous material, and other incidental work necessary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/3410000.impl.pdf?sfvrsn=1bdf4ea5_04550503.FHWA
into account the mixing process and blending of freshly mixed mineral slurry and previously used, of slurry, including proposed methods to mix, circulate, desand, test methods, and proposed CTQP, and concrete design mixes. 11. Details of any required load tests, including equipment and procedures, for the materials to be excavated and a description of the mixing method to be used. Submit the Material Safety, by the Engineer does not relieve the Contractor of the responsibility to perform the work in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/4550503.fhwa.pdf?sfvrsn=af048eff_04551508-724CommResp
, discontinue this mixing method and use a slurry pre-mixed in a tank. Provide a CTQP qualified drilled, and Fluid in Excavation : 455-15.8.1 General: Thoroughly premix the slurry in a mixing tank with clean, adequate water and/or slurry tanks to perform the work in accordance with this Section, , and ITS structures, polymer slurry may be mixed in the casing portion, in accordance with the APL, the casing. 2.Polymer mix continues to be added as required below the bottom of the casing, to maintain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/comments-responses/4551508-724commresp.pdf?sfvrsn=fee74b29_2