1779 search results for work mix
9710000SS
in all other respects. 971-1.3 Mixing: All paints shall be delivered to the project completely mixed, this Specification shall include water reducible products that are single packaged and ready mixed. Upon, include products that are single packaged and ready mixed. Upon curing, these materials shall produce, . Thealkyd/maleic binder must consist of a mixture of synthetic resins (at least one synthetic resin, by the manufacturer. 971-6 Thermoplastic Material - Hot Spray. 971-6.1 General: This work shall consist
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9710000ss.pdf?sfvrsn=372070c8_09710000SS
in all other respects. 971-1.3 Mixing: All paints shall be delivered to the project completely mixed, this Specification shall include water reducible products that are single packaged and ready mixed. Upon, include products that are single packaged and ready mixed. Upon curing, these materials shall produce, . Thealkyd/maleic binder must consist of a mixture of synthetic resins (at least one synthetic resin, by the manufacturer. 971-6 Thermoplastic Material - Hot Spray. 971-6.1 General: This work shall consist
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9710000ss417312f3c76e41e7b042e9ce33967fa3.pdf?sfvrsn=8d6bd458_04550510.origind
lifts to at least 95% of maximum dry density as determined by AASHTO T180. Complete this work, with the work as directed by the Engineer. 3. Provide continuous auger flighting from the auger head, and 4550510 All Jobs proceed with the work as directed by the Engineer. Refusal is defined, , including cranes, augers, concrete pumps, mixing equipment etc., including details of proposed pump, design mixes. 7. Other information shown in the Plans or requested by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/4550510.origind.pdf?sfvrsn=8300ca78_09290000.impl
during the mixing operation and before the mix is discharged. 929-1.2 Approved Laboratory, to incorporation into Department work. QC Plans may be suspended when the performance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/9290000.impl.pdf?sfvrsn=fc767015_09290000.impl
degradation of the repulpable bags during the mixing operation and before the mix is discharged, to be individually tested prior to incorporation into Department work. QC Plans may be suspended when
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/9290000.impl.pdf?sfvrsn=91093e71_0SS9290000
bags during the mixing operation and before the mix is discharged. 929-1.2ApprovedLaboratory, work. Quality control plans may be suspended when the performance of cementitious material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss9290000.pdf?sfvrsn=933d0d2c_0SS9290000
of the repulpable bags during the mixing operation and before the mix is discharged. 929-1.2ApprovedLaboratory, work. Quality control plans may be suspended when the performance of cementitious material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9290000.pdf?sfvrsn=e971ac96_0SS9290000
of the repulpable bags during the mixing operation and before the mix is discharged. 929-1.2ApprovedLaboratory, work. Quality control plans may be suspended when the performance of cementitious material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss92900005b01a6822cfd46e0a81c502e6c6232e0.pdf?sfvrsn=149627dd_00060502.origind
, physical shape or size, or final finish of a product, beginning with the initial meltding and mixing, are applicable to all steel and iron materials incorporated into the finished work, but are not applicable to steel and iron items that the Contractor uses but does not incorporate into the finished work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/0060502.origind.pdf?sfvrsn=d5217ec7_20090201.FHWA
at the time work was performed. For a s p h a l t c o n c r e t e i t e ms p a y a b l e b y t h e t o n o r s q u a r e y a r d , t h e n u mber of gallons will be determined assuming a mix design, mined assuming a mix design with 3% liquid asphalt weighing 8.58 lb/gal. 0090201 All Jobs, will be made on the current progress estimate to reflect the index difference at the time work was performed, , t h e n u mber of gallons will be determined assuming a mix design with 6.25% liquid asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/0090201.fhwa.pdf?sfvrsn=8ea9b44b_09320000-723origind
structures. 932-1.2.2 Material: The joint sealant shall be composed of a mixture of materials, be covered by a sealant at the end of each work day. 9320000 All Jobs Bond breaker tape approved, installed bond breakers shall be covered by sealant at the end of each work day. A tolerance in cross, by the Engineer until final acceptance of the work. 9320000 All Jobs Table 932-9 Testing Requirements, and shall be fully mixed with potable water prior to introducing it to the drilled shaft excavation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/9320000-723origind.pdf?sfvrsn=2a326e86_1814-Sand Inc
Utility and Site Work Contractor specializing in land clearing, earthwork, underground utility, our scope of work. Our other assets include a borrow pit as well as a land clearing debris, Site and Building Pad Prep Driveway Installation Light Tractor Work Equipment Rental w, Road Facility Clean Sand Fill Construction Fill Topsoil Sand Clay Mix Land, Work, Water, Sewer, Storm Drain & Paving Pinapple Willies $ 219,665.13 Exfiltration System
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/dbe-supportive-services/814-sand-inc.pdf?sfvrsn=84de92f3_19210100.FHWA
different facilities, or different types of cement shall be stored separately and shall not be mixed, 97% of all cement delivered for FDOTepartment work shall meet all Specification requirements. Upon, separately and shall not be mixed. 921-1.2 Alkali Content: Portland cement containing a maximum, that more than 97% of all cement delivered for Department work shall meet all Specification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/9210100.fhwa.pdf?sfvrsn=e06fd40a_0SS0090200
all work contemplated and embraced under the Contract; also for all loss or damage arising out of the nature of the work or from the action of the elements, or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the work until its final acceptance; also for all other costs incurred under the provisions of Division I. For any item of work, item of work, including all requirements of the Section specifying such item of work, except
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss0090200.pdf?sfvrsn=feee146e_0SPM5750000ind
areas by watering and resecuring sod strips if necessary until sodding is establishedthe work has, with existing soil mixed with imported soil material as directed by the Engineer. On areas where, the sodded areas in a satisfactory condition until final acceptance of the Work Document or Contract, to be paid will be the work directed quantities issued by the Department, for work, completed and accepted, compensation for all work and materials specified in this Section, and the satisfactory disposal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/review-package/spm5750000ind.pdf?sfvrsn=26c42fa6_1District Two Letting & Project Information
Documents Full Advertisement Bid Items DBE Availability Fuel Allocations Work Class Breakouts Plan & Proposal Holders Mandatory Pre-Bid Meeting Attendance Supplements Proposal ID County Major Work Type, of Standing Trees E21P1 Lafayette, Dixie Hot Plant-Mixed Bituminous Courses E21P5-R0 Dixie, Allocations Work Class Breakouts Plan & Proposal Holders Mandatory Pre-Bid Meeting Attendance Supplements Proposal ID County Major Work Type Addendum E21J3 Madison, Taylor Mill and resurface roadways
https://www.fdot.gov/contracts/district-offices/d2/lettings/dist-letting-project-info.shtm2023 SRES Final Report
................................................................................. 12 Figure 10. Work Program Allocation by Work Mix Type, Average Allocation > $250 million, Allocation by Work Mix Type (in thousands, materials, • Work Program Work Mix allocation and materials quantities estimates, • Material, increases, reflecting their pricing power. Ambitious work program funding is expected to support, provided by FDOT Office of the Work Program and Budget, TBG Work Product. Strategic Resource
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/forecasting-and-performance/forecasting-and-project-cost/reports/strategic-resource-evaluation-study-reports/fact-sheets/2023-sres-final-report.pdf?sfvrsn=29baeee2_1SP0090103LS-122FHWA
will be determined assuming a mix design with 6.25% liquid asphalt weighing 8.58 pounds per gallon. Payment, by the tonnage-weighted average Gmm (tonnage-weighted average Gsb for FC-5) of the mixes used. For each, for Deleted Items of Work: When items of workWork are shown in the Contract Documents to be constructed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/sp0090103ls-122fhwaff3b9969f73e44b28486052b0407847c.pdf?sfvrsn=d05dda7_2SP0090103LS-122FHWA
will be determined assuming a mix design with 6.25% liquid asphalt weighing 8.58 pounds per gallon. Payment, by the tonnage-weighted average Gmm (tonnage-weighted average Gsb for FC-5) of the mixes used. For each, for Deleted Items of Work: When items of workWork are shown in the Contract Documents to be constructed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/sp0090103ls-122fhwa.pdf?sfvrsn=13fedb0a_2SS4300000
the work. Constructstructural plate pipe culverts or underdrains in accordance with Sections 435, of clean, sharp sand, to which mixture the Contractor may add hydrated lime in an amount, and compacted. Use a grout mixtures, mastics, or strapping devices to secure the fabric to the pipe. When i, technology must be certified by the company performing the work to be in compliance with the calibration, , or that does not conform to the lines and grades of the proposed work and that is not to be re-laid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss43000007889f24b640643be8d981bd6a57a5acf.pdf?sfvrsn=37cd03d5_0