1780 search results for work mix

Section62V2cln

and mixing the various ingredients into a uniform mixture. Calibration of Equipment Check or calibrate all, with the Approved Shop Drawings. Concrete Mixture and Placement Operation Mix and place concrete mixture, the work experience, qualifications, and responsibilities of the Plant’s production and QC personnel, and verification of concrete mixes, and may evaluate the Plant’s repair methods and their implementation, . Batch Water Water used for mixing concrete shall comply with FDOT Specifications Section 923

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/section62v2cln.pdf?sfvrsn=32f182a_4

SectionMM62V2

Operation Mix and place concrete mixture in accordance with ASTM C76 , ASTM C507 , or any other, in accordance with 6.2.6.3. Review of Plant’s Proposed QC Plan In the QC Plan, include the work, in the design and verification of concrete mixes, and may evaluate the Plant’s repair methods, Water Water used for mixing concrete shall comply with FDOT Specifications Section 923, -mixed packaged compounds may be used, when it is listed on the APL . Cosmetic defects may

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/sectionmm62v2.pdf?sfvrsn=a5385127_2

Section62V2-722cln

and mixing the various ingredients into a uniform mixture. Calibration of Equipment Check, Shop Drawings. Concrete Mixture and Placement Operation Mix and place concrete mixture in accordance, Proposed QC Plan In the QC Plan, include the work experience, qualifications, and responsibilities, of concrete mixes, and may evaluate the Plant’s repair methods and their implementation. Level II, cementitious materials is required. Batch Water Water used for mixing concrete shall comply

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/materials-manual/section62v2-722cln.pdf?sfvrsn=cabc74b7_2

Section62V2-723cln

of properly proportioning and mixing the various ingredients into a uniform mixture. Calibration, with the Approved Shop Drawings. Concrete Mixture and Placement Operation Mix and place concrete, Proposed QC Plan In the QC Plan, include the work experience, qualifications, and responsibilities, in the design and verification of concrete mixes, and may evaluate the Plant’s repair methods, of supplementary cementitious materials is required. Batch Water Water used for mixing concrete

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section62v2-723cln.pdf?sfvrsn=e288281b_2

Section62V2-724cln

and mixing the various ingredients into a uniform mixture. Topic Number: 675-000-000 Materials Manual, in accordance with the Approved Shop Drawings. Concrete Mixture and Placement Operation Mix, Proposed QC Plan In the QC Plan, include the work experience, qualifications, and responsibilities, inspectors may be involved in the design and verification of concrete mixes, and may evaluate, cementitious materials is required. Batch Water Water used for mixing concrete shall comply with FDOT

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/section62v2-724cln.pdf?sfvrsn=ca5eb23_1

Section62V2-725cln

and mixing the various ingredients into a uniform mixture. Calibration of Equipment Check, Shop Drawings. Concrete Mixture and Placement Operation Mix and place concrete mixture in accordance, Proposed QC Plan In the QC Plan, include the work experience, qualifications, and responsibilities, of concrete mixes, and may evaluate the Plant’s repair methods and their implementation. Level II, cementitious materials is required. Batch Water Water used for mixing concrete shall comply

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Section6.2-051518_1-19WB

and Placement Operation Mix and place concrete mixture in accordance with ASTM C76 , ASTM C507, with Materials Manual Section 6.2.6.3 . In the QCP include the work experience, qualifications, Volume II: Precast Concrete Pipe 6-2-7 mixes, and may evaluate the Plant’s repair methods, Water Water used for mixing concrete shall comply with Specifications Section 923 . 6.2.7.4.7, with Specifications Section 449 . Pre-mixed packaged compounds may be used, when it is listed on the APL

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/materials-manual/section6-2-051518_1-19wb.pdf?sfvrsn=3f7a7d43_1

Section6.2-051518_1-19WB

and Placement Operation Mix and place concrete mixture in accordance with ASTM C76 , ASTM C507, with Materials Manual Section 6.2.6.3 . In the QCP include the work experience, qualifications, Volume II: Precast Concrete Pipe 6-2-7 mixes, and may evaluate the Plant’s repair methods, Water Water used for mixing concrete shall comply with Specifications Section 923 . 6.2.7.4.7, with Specifications Section 449 . Pre-mixed packaged compounds may be used, when it is listed on the APL

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/materials-manual/section6-2-051518_1-19wb.pdf?sfvrsn=b01823d6_1

Section62V2-726redln

and mixing the various ingredients into a uniform mixture. Calibration of Equipment Check, Shop Drawings. Concrete Mixture and Placement Operation Mix and place concrete mixture, Proposed QC Plan In the QC Plan, include the work experience, qualifications, and responsibilities, of concrete mixes, and may evaluate the Plant’s repair methods and their implementation. Level II, cementitious materials is required. Batch Water Water used for mixing concrete shall comply

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/materials-manual/section62v2-726redln.pdf?sfvrsn=6be705cb_1

4550000.impl

the use of preformed pile holes to meet this requirement, the Department will pay for this work, , the Department may also elect to inspect the work before authorizing the Contractor to proceed, condition as Unforeseeable Work. Provide the remainder of the equipment and personnel needed, equipment, and employ safety procedures consistent with the latest approved practices for this work, movable jig for the surveyor to stand. Use a jig that has a minimum of three legs, has a work

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/4550000.impl.pdf?sfvrsn=4bb7bcd1_0

SS6490000

. 649-6.3 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, will be in accordance with the following work tasks. 649-7.2FurnishandInstall:TheContract unit price, Documents. 649-8 Basis of Payment. Priceandpayment will be full compensation for all work

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss64900008c689d48e3cf4073b35fb5aecdaf8c95.pdf?sfvrsn=fddec269_0

SS6490000

. 649-6.3 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, will be in accordance with the following work tasks. 649-7.2FurnishandInstall:TheContract unit price, Documents. 649-8 Basis of Payment. Priceandpayment will be full compensation for all work

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss6490000.pdf?sfvrsn=1dc94040_0

2880000SS

for plant and equipment, and Section 350 for general construction requirements. Work will be accepted, /materialsmanual/section92.pdf . 288-3.2ConcreteDesignMix:Submit the proposed design mix prior to production, on the “Concrete Mix Design” form, for the Engineer’s approval. Use only Cement Treated Permeable Base design mixes having prior approval of the Engineer. Furnishsufficientmaterial of each component when requested by the Engineer, for verification of the proposed mix design by the State Materials

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/2880000ss.pdf?sfvrsn=dfa28bb4_0

Chapter11s4Redline

Design Mixes with recorded tonnages; they are: Mix 1 with 18,451 Tons at Gmm of 2.561 Mix 2, . Project “A”: Total asphalt placed = 13,345.0 Tons Three Design Mixes were used per the QCRR: Mix 1, = 173,622 SY Three Design Mixes were used per the QCRR: Mix 1 with Gsb = 2.638 at 9,000.0 Tons: Mix 2, (or Gsb for Open Graded Friction Course (FC-5)) for each pay item based on the tonnages and mix, pay quantity. (2) Composite Base Composite Base is a mixture of granular Subbase (White Base

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter11s4redline.pdf?sfvrsn=b134dd7b_3

Section6.3-100417

control plan: • FRC mixing, delivery, placement, finishing and curing process; • Approved mix, and make arrangements for qualification review of the Plant prior to commencement of any work, Structures and Box Culverts 6-3-3 In the QCP include the work experience, qualifications, deficiencies and QC issues. When the Plant’s assigned QC Manager discontinues his/her work without, Volume II: Precast Concrete Drainage Structures and Box Culverts 6-3-9 Water used for mixing concrete

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/materials-manual/section6-3-100417.pdf?sfvrsn=835906bf_1

D2880000.DO

design mix prior to production, on the “Concrete Mix Design” form, for the Engineer’s approval. Use only Cement Treated Permeable Base design mixes having prior approval of the Engineer. Furnishsufficientmaterial of each component when requested by the Engineer, for verification of the proposed mix, in accordance with FM 5-530. Also, provide one of the following with the design mix submittal: (1)Evidencefrom, commercial mixes, that Cement Treated Permeable Base produced in accordance with the proposed

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d2880000.do.pdf?sfvrsn=3bc427d8_0

D2880000.do

mixes, that Cement Treated Permeable Base produced in accordance with the proposed design mix meets, /specificationsoffice/materialsmanual/section92.pdf . 288-3.2ConcreteDesignMix:Submit the proposed design mix prior to production, on the “Concrete Mix Design” form, for the Engineer’s approval. Use only Cement Treated Permeable Base design mixes having prior approval of the Engineer. Furnishsufficientmaterial of each component when requested by the Engineer, for verification of the proposed mix design

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d2880000.do.pdf?sfvrsn=97ead329_0

D2880000.DO

mixes, that Cement Treated Permeable Base produced in accordance with the proposed design mix meets, /specificationsoffice/materialsmanual/section92.pdf . 288-3.2ConcreteDesignMix:Submit the proposed design mix prior to production, on the “Concrete Mix Design” form, for the Engineer’s approval. Use only Cement Treated Permeable Base design mixes having prior approval of the Engineer. Furnishsufficientmaterial of each component when requested by the Engineer, for verification of the proposed mix design

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d2880000.doae09885933f74eaa9dd5149162cb3f05.pdf?sfvrsn=6f5ed2ee_0

3390700-722origind

of Measurement. For the work specified under this Section (including the pertinent provisions of Sections 320 and 330), the quantity to be paid for will be the weight of the mixture in tons. For each, Gmm stated in 334-1.4, then multiplying it by the tonnage-weighted average Gmm of the mixes used

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/3390700-722origind.pdf?sfvrsn=cb253891_2

5460000.origind

plant-mixed hot bituminous mixture meeting the requirements of a job- mix formula issued by the Department, except open-graded friction course. Prior to the application of any plant-mixed hot bituminous material, apply a tack coat meeting the requirements of 300-2.3. The mixture will be accepted, Compensation. Prices and payments will be full compensation for all work specified in this Section, including, , machines and equipment, and all incidentals necessary to complete the work. Final payment

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/5460000.origind.pdf?sfvrsn=cef1e947_0
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