1780 search results for work mix
Dev173SSPI
mixing of the polyurethane materials. Ensure the equipment properly mixes two component materials, and materials required to inject expansive one or two-part polyurethane. Work may be performed at night, the location of all utilities in the vicinity of the project site prior to starting the work. Maintain uninterrupted service for all existing utilities throughout the work 173-2 Personnel Requirements. The on-site superintendent supervising the work described in this Section must have at least
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/otherfdotlinks/developmental/files/dev17366b03645a6b04c949a029f6dd32299e0.pdf?sfvrsn=89d8ec18_62850000.FHWA
” 6-1/2” 8” 9” 10” 11” 12-1/2” - Soil Cement (300 psi) (Plant Mixed) 5” 5-1/2” 6-1/2” 7-1/2” 8-1/2” 9” 10” 11” Soil Cement (300 psi) (Road Mixed) 5” 5-1/2” 6-1/2” 7-1/2” 8-1/2” - - - Soil Cement (500 psi) (Plant Mixed) 4” (2) 4” 5” 5-1/2” 6” 7” 7-1/2” 8-1/2” (1) Use only when specified, that are not mixed in place, the Engineer will determine the average thickness from the measurements, for base courses constructed utilizing mixed-in-place operations. For Superpave asphalt base
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/2850000.fhwa.pdf?sfvrsn=d15eadaf_03530000.comm
hours. The “hot mix” was difficult for contractors to work with and may have contributed to the poor, be similar to drilled shafts and specify a time limit for use? I’m not sure how this will work with mix, relationship curve" and "Provide the mix design supporting data..." Response, will allow contractors to perform the work in a reduced lane closure restriction. It will also aide, ) to be cast per shift as a fail-safe for when the maturity meter fails to work. I have had at least one
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/3530000.comm.pdf?sfvrsn=d9b37dc7_02850000.impl
” - - - Sand-Clay, LBR 75 5” 6-1/2” 8” 9” 10” 11” 12-1/2” - Soil Cement (300 psi) (Plant Mixed) 5” 5-1/2” 6-1/2” 7-1/2” 8-1/2” 9” 10” 11” Soil Cement (300 psi) (Road Mixed) 5” 5-1/2” 6-1/2” 7-1/2” 8-1/2” - - - Soil Cement (500 psi) (Plant Mixed) 4” (2) 4” 5” 5-1/2” 6” 7” 7-1/2” 8-1/2” (1, . For bases that are not mixed in place, the Engineer will determine the average thickness from, of thickness for base courses constructed utilizing mixed-in-place operations. For Superpave asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/2850000.impl.pdf?sfvrsn=f0c82158_0SS3380000
in accordance with 5-11, including continued responsibility for performing all remedial work associated, of the following: Hot Bituminous Mixtures - Plant, Methods and Equipment...........................................................Section 320 Hot Bituminous Mixtures - General Construction Requirements, Pavement, when remedial work is required. When the scope of the asphalt work is only milling, approved subcontractor performing the Value Added Asphalt Pavement work. When the construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3380000.pdf?sfvrsn=5509713e_03380000SS
work associated with pavement distresses exceeding threshold values determined in accordance, period. The work specified in this Section will not be paid for directly, but will be considered, the requirements of the following: Hot Bituminous Mixtures - Plant, Methods and Equipment..............Section 320 Hot Bituminous Mixtures - General Construction Requirements......Section 330 Superpave, Asphalt Pavement, when remedial work is required. When the scope of the asphalt work is only milling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3380000ss6cbf7dd101054f86a951002d7795a082.pdf?sfvrsn=6a879d23_03380000SS
work associated with pavement distresses exceeding threshold values determined in accordance, period. The work specified in this Section will not be paid for directly, but will be considered, the requirements of the following: Hot Bituminous Mixtures - Plant, Methods and Equipment..............Section 320 Hot Bituminous Mixtures - General Construction Requirements......Section 330 Superpave, Asphalt Pavement, when remedial work is required. When the scope of the asphalt work is only milling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3380000ss.pdf?sfvrsn=b86e9937_0D3380000.do
with 5-11, including continued responsibility for performing all remedial work associated with pavement, Bituminous Mixtures - Plant, Methods and Equipment.........................Section 320 Hot Bituminous Mixtures - General Construction Requirements.................Section 330 Superpave Asphalt Concrete, Pavement, when remedial work is required. When the scope of the asphalt work is only milling, approved subcontractor performing the Value Added Asphalt Pavement work. When the construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d3380000.doa7dead5e435e410b94381d10526b57e4.pdf?sfvrsn=da231652_0D3380000.do
with 5-11, including continued responsibility for performing all remedial work associated with pavement, Bituminous Mixtures - Plant, Methods and Equipment.........................Section 320 Hot Bituminous Mixtures - General Construction Requirements.................Section 330 Superpave Asphalt Concrete, Pavement, when remedial work is required. When the scope of the asphalt work is only milling, approved subcontractor performing the Value Added Asphalt Pavement work. When the construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d3380000.do.pdf?sfvrsn=3bce825c_0TypicalSectionsExclusiveTransitRunningways
(Las Vegas, NV) Mixed traffic and dedicated lane MAX - opened June 2004 SDX - opened 2010 Boulder Highway - opened September 2011 Rapid Ride (Albuquerque, NM) Mixed traffic Full BRT design, design standards did not exist when they designed their projects. They relied on a mix of city
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/transit-facilities-design/typicalsectionsexclusivetransitrunningways.pdf?sfvrsn=b048cc15_03380000SS
with 5-11, including continued responsibility for performing all remedial work associated with pavement, Bituminous Mixtures - Plant, Methods and Equipment..............Section 320 Hot Bituminous Mixtures - General Construction Requirements......Section 330 Superpave Asphalt Concrete, to accept responsibility for maintaining the Value Added Asphalt Pavement, when remedial work is required. When the scope of the asphalt work is only milling and resurfacing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/3380000ss.pdf?sfvrsn=2fdeec82_0fdot-bdv30-977-36-rpt
& Legal Studies 821 Academic Way, Tallahassee, FL 32306-1110 10. Work Unit No. (TRAIS) 11. Contract, that first developed the FAM framework (BDK83 977-24), and subsequently developed a work process flow, Asphalt Mixtures, ). This project had its official kick-off in May 2021. This report is a synthesis of all work performed, of attendees Asphalt mix design data and asphalt production data Driver speed along a road due to different
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv30-977-36-rpt.pdf?sfvrsn=2632488a_8001-556-722FHWA
and sealing of BIM files associated with earth work. Various sections, removed references to “ground, be milled and resurfaced with the first lift of asphalt within the same work operation and prior, upon its demonstrated ability to do the work. Perform the sweeping operation immediately after, depths to minimize the effects of vibrations on existing structures adjacent to the work or for other, , inviting bids for work to be performed or materials to be furnished, usually issued as “Notice
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/001-556-722fhwa.pdf?sfvrsn=c36350ee_2001-556-722origind
and sealing of BIM files associated with earth work. Various sections, removed references, with the first lift of asphalt within the same work operation and prior to opening to traffic. Before, to do the work. Perform the sweeping operation immediately after the milling operations, , inviting bids for work to be performed or materials to be furnished, usually issued as “Notice, of these Specifications. Bidder. An individual, firm, or corporation submitting a proposal for the proposed work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/001-556-722origind.pdf?sfvrsn=5e4cb7cf_2001-556 7-22impl
with the first lift of asphalt within the same work operation and prior to opening to traffic, ability to do the work. Perform the sweeping operation immediately after the milling operations, on existing structures adjacent to the work or for other reasons the Contractor proposes. SUBARTICE, by law, inviting bids for work to be performed or materials to be furnished, usually issued, for the proposed work. Bridge. A structure, including supports, erected over a depression or over
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/001-556-7-22impl.pdf?sfvrsn=1889154d_2Specrev4-July14
“Price adjustments will not be made for items of work added by supplemental agreement, work orders, . When work is added by supplemental agreement, work order, or unilateral payment the expectation, be needed; however, the State Construction Office reviewed data of work added and the dollar amount, : In measurement of areas of work, where pay reductions are to be assessed, the Engineer will use, by the Engineer; or the final dimensions measured along the final surface of the completed work within
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/specrev4-july14.pdf?sfvrsn=436949e0_01050806-724origind
or Incidental Precast Concrete Plants Level II QC Inspector Certifications. c. National Ready Mixed, 105-8.7.2 is deleted and the following substituted: 105-8.7.2 Concrete Mix Designer: Ensure that the concrete mix designer has the CTQP Concrete Laboratory Technician Level 2 certification, Personnel Level III Certification, for concrete mix designs of prestressed concrete products. 2. National Ready Mix Concrete Association (NRMCA) Certified Concrete Technologist Level 3. 3.Any
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or Incidental Precast Concrete Plants Level II QC Inspector Certifications. c. National Ready Mixed, 105-8.7.2 is deleted and the following substituted: 105-8.7.2 Concrete Mix Designer: Ensure that the concrete mix designer has the CTQP Concrete Laboratory Technician Level 2 certification, Personnel Level III Certification, for concrete mix designs of prestressed concrete products. 2. National Ready Mix Concrete Association (NRMCA) Certified Concrete Technologist Level 3. 3.Any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/1050806-724origind.pdf?sfvrsn=4778ff12_1SP1100200.comm&resp
with the proposed change: Firstly, in an event of mixed conditions, do we pay for both the entire, and grubbing scope has been very efficient to administer; when a work order is issued for 1 acre of clearing, to work. Response: This will be for payment by square yard when needed in a Maintenance contract
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/comments-responses/sp1100200-comm-resp.pdf?sfvrsn=a349f110_24551501.impl
to mix, circulate, desand, test methods, and proposed testing laboratory to document test results, and concrete design mixes. 11.Detailsofanyrequiredloadtests,includingequipment and procedures, for the materials to be excavated and a description of the mixing method to be used. Submit the Material Safety, the Contractor of the responsibility to perform the work in accordance with the Contract Documents. The installation plan is for the Contractor to explain the approach to the work and allow
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/4551501.impl.pdf?sfvrsn=daee691a_0