1780 search results for work mix
SS2870000
of 2.0 – 4.0%, by weight of total mixture. During the mix design process, the Engineer may adjust, -stableanti-stripadditive (byweightof asphalt) from an approved source. Introduce and mix the anti, of Mixture. 287-3.1 G e n e r a l : U s e A T P B c o mposed of a combination of coarse aggregate and asphalt cement. Use a mix design verified by the Engineer. 287-3.2MixDesign:Submit a proposed mix design, asphalt content during production of the mix after testing and visual inspection. Ensure that a minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss2870000.pdf?sfvrsn=484ff839_0SS2870000
of 2.0 – 4.0%, by weight of total mixture. During the mix design process, the Engineer may adjust, -stableanti-stripadditive (byweightof asphalt) from an approved source. Introduce and mix the anti, of Mixture. 287-3.1 G e n e r a l : U s e A T P B c o mposed of a combination of coarse aggregate and asphalt cement. Use a mix design verified by the Engineer. 287-3.2MixDesign:Submit a proposed mix design, asphalt content during production of the mix after testing and visual inspection. Ensure that a minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss287000057921505ee9945cd87d34d709252b7b3.pdf?sfvrsn=66cec863_04620000-723origind
speed shear colloidal mixer capable of continuous mechanical mixing producing a homogeneous and stable, during primary mixing phase in the colloidal mixer by use of a flow meter or calibrated water, , manual high speed shear mixers, or other mixing methods recommended and approved by the grout, are forecasted within two days subsequent to grouting. 462-7.4.1.5.2 Mixing and Pumping: 1. Mix, , and voids. Submit test data to the Engineer to verify that the work meets the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/4620000-723origind.pdf?sfvrsn=eb21c29e_11600000.origind
the mixing operations (and the work of stabilizing), and the Department will not pay for stabilization, material is mixed, acceptance criteria for RAP blended material will be based onin accordance, replace “embankment” with “subgrade” and meet the acceptance criteria of 160-4.2. Isolated mixing, . 160-3.2.1 Sampling and Testing of Local Material before Mixing: When local materials are used, frequency listed in the table below before mixing. The Engineer may waive these testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/1600000.origind.pdf?sfvrsn=ae70bd07_00090203DB.origind
specified in the Contract Documents. Before placing asphalt mix, propose a target spread rate for each, in the Contract Documents. The weight of the mixture will be determined as provided in 320-2, will be established by multiplying the maximum specific gravity of the asphalt mix (as indicated on the verified mix design) by 43.3 lbs/sy for every inch of asphalt. On projects specifying a total spread rate of mix in the Contract Documents for asphalt, calculate the average spread rate per sublot
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/0090203db.origind.pdf?sfvrsn=b07b9bbe_03300000.origind
. Your input is encouraged. DS/ot Attachment 3300000 All Jobs HOT MIX ASPHALT – GENERAL, : SECTION 330 HOT MIX ASPHALT - GENERAL CONSTRUCTION REQUIREMENTS 330-1 Description. ThisSection specifies the basic equipment and construction requirements for hot mix asphalt (including warm mix, : Determine the mix temperature at the roadway for the first five loads and one out of every five loads thereafter. 3.MixSpread Rate: Monitor the mix spread rate at the beginning of each day’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/3300000.origind.pdf?sfvrsn=3708aae9_0BDV30-943-20FinalReport
to the mix of factors that have contributed to the relative success of redevelopment efforts around, setting, land use mix, and other local factors have played a role in station redevelopment. Lastly, and Proposed Developments 66 Figure 5-3: Plans for the Mixed-Use All Souls Transit Village TOD 67, to the mix of factors that have contributed to the relative success of redevelopment efforts around SunRail, , land use mix, and other local factors have played a role in station redevelopment. Lastly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/pages/bdv30-943-20finalreport.pdf?sfvrsn=84eafc87_0D9240000.do
or unreliable results. 924-2.2 C e r t i f i c a t i o n : M a n u f a c t u r e r s o f a d mixtures, . [4.71 to 5.40 kg]. Thecalcium nitrite solution shall be added to the concrete mixture at a rate, to the concrete mix shall not adversely affect the properties of fresh and hardened concrete. Calcium Nitrite concrete shall meet the following physical requirements when mixed and tested in accordance, in the work, and containing the admixture under test, in an amount sufficient to produce between 3 and 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9240000.do.pdf?sfvrsn=79e980b6_0D3550000.do
, consolidation, testing and inspection of all concrete mixtures. Assume responsibility for all mix designs and furnish a copy of each mix design to the Engineer at least 14 days prior to any paving work. Perform all the associated work specified in this Section for a period of five years after final, . 355-4.3 Threshold Values and Remedial Work: Threshold values and associated remedial work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d3550000.do80a9f4aedf7042579d8fc2844b0d72f4.pdf?sfvrsn=4502da3a_03550000SS
, placement, consolidation, testing and inspection of all concrete mixtures. Assume responsibility for all mix designs and furnish a copy of each mix design to the Engineer at least 14 days prior to any paving work. Perform all the associated work specified in this Section for a period of five years after, Work: Threshold values and associated remedial work for the Concrete Pavement are specified in Table
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/3550000ss.pdf?sfvrsn=417b708a_0SMO-25-05
Used In Existing Work Search (Cannot leave blank) Pavement Concrete, Optimum Concrete Mix Design, ): SMO-25-05 Requesting Office SMO Priority 5 of 15 Proposed Title Optimized mix design of pavement, to be incorporated into the mix design. The main objective of this research is to develop a procedure for optimized mix design for pavement concrete. A database of pavement concrete will be established. This database will contain mix design information, relevant properties of concrete, and field
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/smo-25-05.pdf?sfvrsn=d342682d_1SMO-25-07
thickness. Limited laboratory work may be required to determine if existing asphalt mixtures can, for existing and new Florida pavements. Keywords Used In Existing Work Search (Cannot leave blank) Perpetual pavement design Asphalt mixture design Fatigue/crack resistant asphalt mixtures, Offices Existing Work Extensive national level research has been conducted developing perpetual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/smo-25-07.pdf?sfvrsn=67c42f6e_11-22 FHWA Memos
, as required 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, , including, but not limited to, the performance of the Work and the basis of payment. Contract Bond, to the prospective bidders prior to the receipt of bids, work orders and supplemental agreements, all of which, . Note: As used in Sections 2 and 3 only, Contract Documents do not include work orders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/1-22-fhwa-memos.pdf?sfvrsn=f1f74a71_2SS1200700
if the contractor can demonstrate that the density of the mixture can be achieved. Perform mixing using, Contract Documents. Consider the sequence of work and maintenance of traffic phasing in the determination, or for the full length of the embankment. Perform work in accordance with an approved Quality Control, inches. Mix this 4 inches maximum layer of RAP with a loose soil layer of 8 to 10 inches thickness. After mixing, meet all Embankment Utilization requirements of Index 505 for the location used. Do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss1200700.pdf?sfvrsn=8b37fe3b_03300201-723impl
330 HOT MIX ASPHALT - GENERAL CONSTRUCTION REQUIREMENTS. (REV 6-9-22) (FA 9-7-22) (FY 2023-24, of once per 1,500 feet of pavement. 2. Mix Temperature: Determine the mix temperature at the roadway for the first five loads and one out of every five loads thereafter. 3. Mix Spread Rate: Monitor the mix spread rate at the beginning of each day’s production, and as needed to control, , an average of five truckloads of mix. 4. Pavement Texture: Monitor the pavement texture to minimize
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/3300201-723impl.pdf?sfvrsn=5685690b_2Section62-100417
Mixture and Placement Operation Mix and place concrete mixture in accordance with ASTM C 76, ASTM, Manual Section 6.2.6.3 . In the quality control planQCP include the work experience, source. 6.2.7.4.6 Batch Water Water used for mixing concrete shall comply with Specifications, shall comply with Specifications Section 449 . Pre-mixed packaged compounds may be used, when it, and mixing equipment are capable of properly proportioning and mixing the various ingredients
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/materials-manual/section62-100417.pdf?sfvrsn=a9877d1d_1section62-061312
equipment are capable of properly proportioning and mixing the various ingredients into a uniform mixture, Concrete Mixture and Placement Operation Mix and place concrete mixture in accordance with ASTM C, plan include the work experience, qualifications, and responsibilities of the Plant’s production, cementitious materials at the Plant or Producer’s source. 6.2.7.4.6 Batch Water Water used for mixing, of Transportation Specifications . Pre-mixed packaged compounds may be used, when it is listed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/materials-manual/section62-061312.pdf?sfvrsn=23b04fad_1section6-2-102014
and mixing the various ingredients into a uniform mixture. 6.2.7.6 Calibration of Equipment Check all, with the Approved Shop Drawings 6.2.7.8.5 Concrete Mixture and Placement Operation Mix and place concrete mixture, 6.2.6.3 . In the quality control plan include the work experience, qualifications, Water Water used for mixing concrete shall comply with Specifications Section 923. 6.2.7.4.7, -mixed packaged compounds may be used, when it is listed on the APL. The cosmetic defects may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section6-2-102014.pdf?sfvrsn=f48ec0f4_14620000.origind
be equipped with a high speed shear colloidal mixer capable of continuous mechanical mixing, drawn into duct. (b)2. Add water during primary mixing phase in the colloidal mixer by use of a flow, . 4620000 All Jobs (3.) Manual colloidal mixers, manual high speed shear mixers, or other mixing, within two days subsequent to grouting. 462-7.4.1.5.2 Mixing and Pumping: (a)1. Mix grout, batch has been transferred from mixing tank to holding tank and thoroughly mixed with remains
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/4620000.origind.pdf?sfvrsn=3e50aa00_03300000.comm
3300000 HOT MIX ASPHALT – GENERAL CONSTRUCTION REQUIREMENTS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Art Berger FDOT, Legal Comments: (6-22-15) 330-7.1: Suggest the following edit: 330-7.5: Suggest the following edit: 330-9.3.2.1: 330-9.4: Response, when rain begins at the roadway. Remove windrowed asphalt mixture exposed to rain." Suggest adding, does not work. Some pavers with electronics on them that don’t work and there is nothing I can do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/3300000.comm.pdf?sfvrsn=5795a851_0