1780 search results for work mix
2014eBook-editable
,andallothertoolsandapparatusnecessaryfortheconstructionand acceptablecompletionofthework. ExtraWork. Any“work, forpaymentofanyadditionalsumstheContractorclaimsaredueforthework. 8 Work. Alllabor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/ebook/2014ebook-editable.pdf?sfvrsn=33045af2_0SS5700000
work in accordance with Section 5-11. 570-2 Materials. Meetthefollowingrequirements: Turf, of the Contract work in accordance with 5-11. All of the permanent grassing material shall be in place prior, , at intervals approved by the Engineer. The work and materials for pegging of sod as directed by the Engineer will be paid for as Unforeseeable Work. Placerolled sod parallel with the roadway, . If compensation is provided, payment will be made as Unforeseeable Work as described in 4-4. Remove
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss5700000.pdf?sfvrsn=604d0dff_0SS5700000
work in accordance with Section 5-11. 570-2 Materials. Meetthefollowingrequirements: Turf, of the Contract work in accordance with 5-11. All of the permanent grassing material shall be in place prior, , at intervals approved by the Engineer. The work and materials for pegging of sod as directed by the Engineer will be paid for as Unforeseeable Work. Placerolled sod parallel with the roadway, . If compensation is provided, payment will be made as Unforeseeable Work as described in 4-4. Remove
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss5700000.pdf?sfvrsn=75b6cb47_0SS5700000
work in accordance with Section 5-11. 570-2 Materials. Meetthefollowingrequirements: Turf, of the Contract work in accordance with 5-11. All of the permanent grassing material shall be in place prior, , at intervals approved by the Engineer. The work and materials for pegging of sod as directed by the Engineer will be paid for as Unforeseeable Work. Placerolled sod parallel with the roadway, . If compensation is provided, payment will be made as Unforeseeable Work as described in 4-4. Remove
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss5700000.pdf?sfvrsn=a3f2377f_0SMO-25-14
Performing FC-5 Mixt Design The research findings will suggest materials and mix designs for longer, asphalt mixture that is used as a safety feature on high-speed, multi-lane roadways. The open texture, from this literature review will be used in evaluating the performance of the open-graded mixtures, Maintenance Office Existing Work There has been limited work in this area. Wu et al (2020) correlated, will help to synthesize the available information. Keywords Used in Existing Work Search (Cannot
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/smo-25-14.pdf?sfvrsn=adbc9c7f_1Section93V2-723cln
of concrete mix ingredients; and mixing, handling, transporting and depositing of the mixed concrete, condition when heating aggregates. 9.3.10.2 Central Mixing After all materials are in the mixer, mix, Permissible adjustments to previously approved design mixes that may be made without a new design mix, to 6.0 percent. 9.3.7.4 Concrete trial Batch Mix temperature of 94°F (hot weather mixes): (1, is not less than 94ºF at any time. (3) Hold the trial batch mix in the mixer for 90 minutes after
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section93v2-723cln.pdf?sfvrsn=8441a245_2Section93V2-723cln
of concrete mix ingredients; and mixing, handling, transporting and depositing of the mixed concrete. Do, when heating aggregates. 9.3.10.2 Central Mixing After all materials are in the mixer, mix, adjustments to previously approved design mixes that may be made without a new design mix request, percent. 9.3.7.4 Concrete trial Batch Mix temperature of 94°F (hot weather mixes): (1) Ensure, is not less than 94ºF at any time. (3) Hold the trial batch mix in the mixer for 90 minutes after completion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section93v2-723clnc9636a5540324771a7a8df85a5c55dd1.pdf?sfvrsn=56512df5_2SMO-26-07
content. This will be performed in an effort to characterize the mixtures as if at “mix design, Mixtures, TRB paper. 2. “Balanced Mix Design Production Analysis of Asphalt Mixtures in Vermont, TRB paper. 3. “Balanced Mix Design for Surface Mixtures: 2021 and 2022 Plant Mix Schedule Pilots, Virginia, to current mixtures would be the result because the materials and mix design would be optimized based, ): SMO-26-07 Requesting Office State Materials Office Priority 7 of 7 Proposed Title Asphalt Balanced Mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/smo-26-07.pdf?sfvrsn=e8d366b9_1SectionMM93V2
. 9.3.10.2 Central Mixing After all materials are in the mixer, mix the concrete a minimum of two minutes, mix. For concrete mixes containing specialty ingredients, charge the batch materials into the mixer, approved design mixes that may be made without a new design mix request are as follows: (1, no detrimental effect on the plastic concrete for handling of concrete mix ingredients; and mixing, handling, , may be used for ready mixed concrete trucks. 9.3.7 DESIGN MIXES Design mixes shall meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/sectionmm93v2.pdf?sfvrsn=2122f41_4Section93V2-725
. (3) Hold the trial batch mix in the mixer for 90 minutes after completion of initial mixing, of mixed concrete batch material to exceed the mixer manufacturer's rated mixing capacity. Account, . 9.3.10.2 Central Mixing After all materials are in the mixer, mix the concrete a minimum of two, to previously approved design mixes that may be made without a new design mix request are as follows, for handling of concrete mix ingredients; and mixing, handling, transporting and depositing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/material-manual/section93v2-725.pdf?sfvrsn=420ddf86_1Section93V2-725cln
for handling of concrete mix ingredients; and mixing, handling, transporting and depositing of the mixed, when heating aggregates. 9.3.10.2 Central Mixing After all materials are in the mixer, mix, to previously approved design mixes that may be made without a new design mix request are as follows: (1, to 6.0 percent. 9.3.7.2 Concrete trial Batch Mix temperature of 94°F (hot weather mixes): (1, is not less than 94ºF at any time. (3) Hold the trial batch mix in the mixer for 90 minutes after completion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/materials-manual/section93v2-725cln.pdf?sfvrsn=e61bb836_1Section93V2cln
condition when heating aggregates. 9.3.10.2 Central Mixing After all materials are in the mixer, mix, for handling of concrete mix ingredients; and mixing, handling, transporting and depositing, to 86°F (standard temperature mixes): (1) Ensure that preparation and testing of the trial mix, ) On completion of the mixing period, ensure that the trial batch mix concrete has a slump within ±0.50, in the mixer for 90 minutes after completion of initial mixing. During the extended mixing period, turn
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/section93v2cln.pdf?sfvrsn=8a6a6ab8_2Section93V2-724cln
Central Mixing After all materials are in the mixer, mix the concrete a minimum of two minutes, approved design mixes that may be made without a new design mix request are as follows: (1) Allowable, ; and mixing, handling, transporting and depositing of the mixed concrete. Do not use equipment, , not longer than 20 feet, may be used for ready mixed concrete trucks. 9.3.7 DESIGN MIXES Design mixes, as guidelines to design the concrete mixes. Design a concrete mix to provide a required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/section93v2-724cln.pdf?sfvrsn=e39c8fb7_1SP4570000
. is mix at seven days (curing at sembly in rtland Cement Grout Filler: Use a mixture of portland, %. Department approved mixes into the work. 457-2.4ClassI Section346. 457-2.5SpecialFiller:When, 457-2.2EpoxyGroutFiller:Useepoxygroutfillercomposed of a mixed epoxy binder and sand as follows: (a)Binder:Useatwocomponent binder material (any mix ratio allowing easurement and mix elow ater, % No.50 0-10% No.40 0% No.100 0-5% (c)Mixing:Machinemix the binder in strict accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp4570000.pdf?sfvrsn=8b334f73_0SP4570000
. is mix at seven days (curing at sembly in rtland Cement Grout Filler: Use a mixture of portland, %. Department approved mixes into the work. 457-2.4ClassI Section346. 457-2.5SpecialFiller:When, 457-2.2EpoxyGroutFiller:Useepoxygroutfillercomposed of a mixed epoxy binder and sand as follows: (a)Binder:Useatwocomponent binder material (any mix ratio allowing easurement and mix elow ater, % No.50 0-10% No.40 0% No.100 0-5% (c)Mixing:Machinemix the binder in strict accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/sp4570000.pdf?sfvrsn=77c89cf8_0fdot-beb15-rpt
mixtures is approximately $2 per ton. The study provides mix design procedures and performance, Words OGFC Mix Design, FC-5, High Polymer Modified Binder, OGFC Mixture Performance, Durability 18, and 12.5-mm NMAS AFC. These mix designs were compared with the FC-5 mixtures currently used, mixture types were established based on the aggregate stockpiles utilized for two selected FC-5 mixtures, to FC-5 mixtures. The mix design procedures for the 9.5-mm OGFC and AFC mixtures are explained
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-beb15-rpt.pdf?sfvrsn=a4385a87_1LAP344-725
as stipulated on the mixer rating plate. Produce a completely uniform mixed concrete in a truck mixer, Volumetric Mixers are used, for concrete for Concrete Work Category 1, deliver concrete in accordance, , based on the type of work as described in the Contract Documents and the concrete work categories as defined below. 344-1.2 Work Categories: Construction will fall into one of the following concrete work categories: 344-1.2.1 Concrete Work Category 1: Includes the construction of cast-in-place
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/lap/lap344-725.pdf?sfvrsn=894629b2_24570001SP
grout, submit the design mix for approval. Incorporate only Department approved mixes into the work, :Useepoxygroutfillercomposed of a mixed epoxy binder and sand as follows: (a)Binder:Useatwocomponent binder material (any mix ratio allowing measurement and mixing on the job) meeting the following, % (c)Mixing:Machinemix the binder in strict accordance with the manufacturer’s instructions. (1)Combine one part binder with a maximum of three parts of sand filler. (2)When mixed in the ratio of one
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4570001sp.pdf?sfvrsn=30358bc2_0D4570001.DO
for approval. Incorporate only Department approved mixes into the work, are not machined to disturb the fiberglass. 457-2.2EpoxyGroutFiller:Useepoxy grout filler composed of a mixed epoxy binder and sand as follows: (a)Binder:Useatwocomponent binder material (any mix ratio allowing measurement and mixing on the job) meeting the following requirements: (1)Ensurethatitismoisture, µm] 0-5% No. 50 [300 µm] 0-10% No.40[425 µm] 0% No. 100 [150 µm] 0-5% (c)Mixing:Machinemix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4570001.do.pdf?sfvrsn=ed8037ad_0D4570001.DO
for approval. Incorporate only Department approved mixes into the work, are not machined to disturb the fiberglass. 457-2.2EpoxyGroutFiller:Useepoxy grout filler composed of a mixed epoxy binder and sand as follows: (a)Binder:Useatwocomponent binder material (any mix ratio allowing measurement and mixing on the job) meeting the following requirements: (1)Ensurethatitismoisture, µm] 0-5% No. 50 [300 µm] 0-10% No.40[425 µm] 0% No. 100 [150 µm] 0-5% (c)Mixing:Machinemix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4570001.do.pdf?sfvrsn=70e8098d_0