1780 search results for work mix
SS0060000
. Use only materials in the work that meet the requirements of these Specifications. The Engineer, of their incorporation in the work to allow time for sampling, testing and inspection. Provide notification, . Do not commence work activities that require testing until the Job Guide Schedule has been reviewed, Program for the production and construction of hot mix asphalt, Portland cement concrete, hardware. Exceptionstothesematerials are hot mix asphalt Traffic Levels A and B only when
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss0060000.pdf?sfvrsn=358ac3da_0SS0060000
. Use only materials in the work that meet the requirements of these Specifications. The Engineer, of their incorporation in the work to allow time for sampling, testing and inspection. Provide notification, . Do not commence work activities that require testing until the Job Guide Schedule has been reviewed, Program for the production and construction of hot mix asphalt, Portland cement concrete, hardware. Exceptionstothesematerials are hot mix asphalt Traffic Levels A and B only when
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss006000032b8ea40f0b44fe5b995174f2f2b5cab.pdf?sfvrsn=dec3ffe5_0SS4000100
for the remainder of the work. In this event, weld all metal form supports off of the structure, ; mixing procedures, concrete placement, and vibration; and finishing of the bridge deck. Should, evidence that the concrete mix and the procedures are obtaining the desired results. Remove, mix or in the procedures warranting additional inspection. If,intheEngineer’sjudgment, inspection, determines that these irregularities do not justify rejection of the work, repair the concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss40001004013e52c172d4ff6a8b87198e5d6e721.pdf?sfvrsn=eabd1ea_0SS4000100
for the remainder of the work. In this event, weld all metal form supports off of the structure, ; mixing procedures, concrete placement, and vibration; and finishing of the bridge deck. Should, evidence that the concrete mix and the procedures are obtaining the desired results. Remove, mix or in the procedures warranting additional inspection. If,intheEngineer’sjudgment, inspection, determines that these irregularities do not justify rejection of the work, repair the concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4000100.pdf?sfvrsn=230ee162_0D0060067.do
; and materials that are mixed with an excess of clay, coal, sticks, burlap, hay, straw, loam or earth, rejected material immediately from the site of the work and from storage areas, at no expense
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d0060067.do.pdf?sfvrsn=2d393052_0SP0090103LS
of work, where pay reductions are to be assessed, the Engineer will use the lengths and/or widths, dimensions measured along the final surface of the completed work within the neat lines shown, of the finished work as the Engineer determines. FailureonthepartoftheContractortoconstructanyitem of work to plan or authorized dimensions within the specification tolerances will result, and for performing all work contemplated and embraced under the Contract; also for all loss
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp0090103ls.pdf?sfvrsn=95dbeff_0SS5550000
of Work: The work specified in this Section documents the approved construction methods, procedures, of completing installation of the product, clean the work site of all excess slurry or spoils. Take, that the work site is restored to pre-construction conditions or as identified on the plans. (c) Provide MOT, , they must be approved by the Engineer before any work proceeds. 555-4 Quality Control. 555-4.1, the Engineer 48 hours in advance of starting work. Do not begin installation until the Engineer is present
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss5550000.pdf?sfvrsn=7516fadc_0Seg 3-5. M.Rodgers and S.Wasman - Residual Stresses in Florida Bored Piles
with highly variable pile/shaft diameters ◼ Grout mix design/selection and volumetric change during, be addressed! ◼ Little work has been done to quantify it and account for it in load test results, ◼ Geomaterial thermal conductivity and concrete mix ◼ Thermal strains influenced by surrounding, are sensitive to additives in mix design ◼ Fast setting-high strength mix designs may be commonly used ◼ Geology may need to be considered in mix design for piles/shafts DEPARTMENT OF CIVIL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/geotechnical/conference/grip/2024/seg-3-5-m-rodgers-and-s-wasman---residual-stresses-in-florida-bored-piles.pdf?sfvrsn=882b3c5a_19600201-723resp
environment these connections work as intended but as observed on Wekiva this one of the most, will have grout filler for which some water in the cap will be mixed in with the grout during, the filler and will not mix with it. Agree that we may need to consider potential cases where a flexible
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/9600201-723resp.pdf?sfvrsn=cef297dc_2D2850000.do
of the pay area on the basis of thickness for base courses constructed utilizing mixed-in-place, of Payment. Priceandpayment will be full compensation for all work specified in this Section, used in bituminous plant mix, and cement used in soil-cement. Wheretheplansincludeatypical cross
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d2850000.do.pdf?sfvrsn=11d51bb2_0SS2850000
of the pay area on the basis of thickness for base courses constructed utilizing mixed-in-place, of Payment. Priceandpayment will be full compensation for all work specified in this Section, used in bituminous plant mix, and cement used in soil-cement. Where the plans include a typical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss2850000.pdf?sfvrsn=ec4f9622_09160201-122resp
that whole process would work. Response: Ananth: Thank you for your comments. We acknowledge your point that all asphalt mixture verification sampling is performed at the asphalt plant, but the material, . The spec needs to address what happens if that test fails as to what part of the work is deemed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9160201-122resp.pdf?sfvrsn=2e60df80_2SP4570000-i18519
fillers when required by Contract Documents. Submit the filler mix design to the Department, Fillers: Use a mix design of portland cement, fine aggregate, water, and an admixture(s) along, . 457-2.4 Water: Use water that meets the requirements of Section 923 for all filler mixing. Use potable, testing at the required test date. Conduct a field demonstration of the mixing operations prior, . Price and payment will be full compensation for all work specified in this Section. No separate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/workbook/sp4570000-i18519.pdf?sfvrsn=d294848b_2SP4570000-i17893
fillers when required by Contract Documents. Submit the filler mix design to the Department for approval, Fillers: Use a mix design of portland cement, fine aggregate, water, and an admixture(s) along, Water: Use water that meets the requirements of Section 923 for all filler mixing. Use potable water, at the required test date. Conduct a field demonstration of the mixing operations prior to commencing, . Price and payment will be full compensation for all work specified in this Section. No separate payment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/workbook/sp4570000-i17893.pdf?sfvrsn=9c5faae_2SP4570000-122
fillers when required by Contract Documents. Submit the filler mix design to the Department for approval, Fillers: Use a mix design of portland cement, fine aggregate, water, and an admixture(s) along, Water: Use water that meets the requirements of Section 923 for all filler mixing. Use potable water, at the required test date. Conduct a field demonstration of the mixing operations prior to commencing, . Price and payment will be full compensation for all work specified in this Section. No separate payment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/workbook/sp4570000-122.pdf?sfvrsn=a3d4f04c_2SP4570000-721
fillers when required by Contract Documents. Submit the filler mix design to the Department for approval, Fillers: Use a mix design of portland cement, fine aggregate, water, and an admixture(s) along, Water: Use water that meets the requirements of Section 923 for all filler mixing. Use potable water, at the required test date. Conduct a field demonstration of the mixing operations prior to commencing, . Price and payment will be full compensation for all work specified in this Section. No separate payment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/workbook/sp4570000-721.pdf?sfvrsn=f9730d43_2SP4570000-i16435
fillers when required by Contract Documents. Submit the filler mix design to the Department for approval, Fillers: Use a mix design of portland cement, fine aggregate, water, and an admixture(s) along, Water: Use water that meets the requirements of Section 923 for all filler mixing. Use potable water, at the required test date. Conduct a field demonstration of the mixing operations prior to commencing, . Price and payment will be full compensation for all work specified in this Section. No separate payment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/workbook/sp4570000-i16435.pdf?sfvrsn=329858b7_2SP4570000
fillers when required by Contract Documents. Submit the filler mix design to the Department, Fillers: Use a mix design of portland cement, fine aggregate, water, and an admixture(s) along, . 457-2.4 Water: Use water that meets the requirements of Section 923 for all filler mixing. Use, strength testing at the required test date. Conduct a field demonstration of the mixing operations prior, Basis of Payment. Price and payment will be full compensation for all work specified in this Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/workbook/sp4570000.pdf?sfvrsn=5d7a57d0_2DesignBuildSpecificationsjan05
that direct the Contractor to perform work are written in the active voice-imperative mood, , inviting bids for work to be performed or materials to be furnished, usually issued as “Notice, for the proposed work. The word “Bidder” is also be deemed to include a Design-Build Firm submitting a proposal for the proposed work. Bridge. Astructure,includingsupports, and accepted by the Contractor, covering minor changes in the plans, specifications, or quantities of work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/design-build/designbuildspecificationsjan05.pdf?sfvrsn=9d0e17de_0Special Provisions Workbook July 2017
REQUIREMENTS AND CONDITIONS - EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF WORK. (REV 11-3-15, - EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF WORK. (REV 4-11-16) (FA 7-1-16) (7-17) Insert, . SP0030900 All Jobs. SCOPE OF THE WORK - INTENT OF CONTRACT. (REV 8-19-09) (FA 8-24-09) (7-17, OF THE WORK. (REV 6-3-16) (FA 6-9-16) (7-17) Insert Information Required. Changes to: 4-1, 4-3.1, 4-3.4, 4-3.9.4. SP0040100LS Lump Sum Projects CONTROL OF THE WORK. (REV 3-15-02) (7-17) Changes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/workbook/special-provisions-workbook-july-2017.pdf?sfvrsn=61da2cf1_1