1780 search results for work mix
SS5300000
in the stockpile. Mixthesandandcement until the mixture is of uniform color. 530-3.1.2 Filling Sacks: Accurately measure the mixed material into each sack, taking care to place the same amount of material, capable of holding the sand-cement mixture without leakage. Ensure that sack material is permeable, . Providesacksofuniform size and dimensions, in order to provide uniformity of lines in the completed work. Use sacks, contact after the sand and cement mixture has set up. Remove and replace sacks ripped or torn
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss5300000.pdf?sfvrsn=55ff3489_0SS3200000
with the mix design; b. Check mixing time; c. Check operations of weigh bucket and scales. 5. Drum Mixer, . 320-6 Preparation of the Mixture. 320-6.1 Mixing: After the aggregate is dried and properly, mixture in a surge bin or hot storage silo for a maximum of one hour. 320-6.3 Mix Temperature, Tolerance Plant Mixing Temperature ±30 F Roadway Compaction Temperature ±30F Table 320-3 Mix, Consecutive Measurements ±15°F 320-7 Transportation of the Mixture. Transport the mix in trucks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss3200000.pdf?sfvrsn=5d62f410_03370201-722FHWA
Mix Design. 337-4.1 FC-5: The Department will design the FC-5 mixtures. Furnish the materials, to update tables, add the warm mix hyperlink, and add language regarding production cessation, will base continuing approval of material sources on field performance. Warm mix technologies, of the mix. The URL for obtaining this information is: https://www.fdot.gov/materials/mac, for the various mixtures. 337-2.3 Coarse Aggregate: Meet the requirements of Section 901, and any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/3370201-722fhwa.pdf?sfvrsn=fd1e064b_2fdot-bec98-rpt
P.O. Box 116580 Gainesville, FL 32611-6580 10. Work Unit No. (TRAIS) 11. Contract or Grant, concrete products in 18 hrs after concrete placement in FDOT class V and above mixtures, to a control mixture containing 20% ASTM C618 Class F fly ash, and durable in a very severe sulfate, results in between that measured for 56 and 91 days of curing at lab temperature. All mixtures, them maintain similar productivity as with their mixtures containing fly ash. Different slag
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bec98-rpt8fb9398a-6aa8-4db5-9d72-e110ec478fdb.pdf?sfvrsn=f9bce3b9_63300601-723origind
, place the mixture to the full width with machines traveling in echelon. 330-6.1.3 Mix, fresh mixture. 330-6.1.7 Hand Work: In limited areas where the use of the paver is impossible, MIX ASPHALT - GENERAL CONSTRUCTION REQUIREMENTS. (REV 6-9-22) SUBARTICLE 330-6.1 is deleted and the following substituted: 330-6 Placing Mixture. 330-6.1 Requirements Applicable to All Pavement Types: 330-6.1.1 Alignment of Edges: Place all asphalt mixtures by the stringline method to obtain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/3300601-723origind.pdf?sfvrsn=6705b797_13340501FHWA
the total combined quantity of hot mix asphalt for the project, as indicated in the Plans for Type B-12.5, Type SP and Type FC mixtures only, is less than 2,0004,000 tons, the Engineer will accept the mix, has the following Administrative change: 334-2.3.5 Asphalt Binder for Mixes with RAP: Select, the right to make changes during production. Table 334-2 Asphalt Binder Grade for Mixes, aggregate specified in AASHTO M 323. For Traffic Level C and E base and structural course mixtures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/3340501fhwa.pdf?sfvrsn=b3f28284_12340000SS
. The Contractor may use a Type SP-12.5 mixture, (Traffic Level B or C) in lieu of a Type B-12.5. 234-2, ):RAPmay be used as a component material of the asphalt mixture provided the requirements of 334-2.3 are met. 234-3 General Composition of Mixture. 234-3.1 General: Compose the asphalt mixture using a combination of aggregate (coarse, fine or mixtures thereof), mineral filler if required, properties of the mix design. Aggregates from various sources may be combined. 234-3.2 Mix Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/2340000ss.pdf?sfvrsn=995f8631_0SS5770000origind
turf shoulders to proper grade. 577-43.5 Mixing: Mix the additional shoulder material, area. 577-2 Equipment. Provide equipment that may include pulver mixer and rotovators with shovel-like cultivators, of a type that will mix the additional shoulder material with the existing non-paved, materials on the shoulders earlier than seven Calendar days before mixing operations in the area, for the location of all underground utilities prior to beginning work where digging or grading work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/review-package/ss5770000origind.pdf?sfvrsn=a41d6e8e_25770000SP
operations in that area. 577-4.4 Mixing: Mix the additional shoulder material with the existing, . 577-3.1EquipmentforMixingShoulders:Provideequipment that may include pulver mixer and rotovators with shovel-like cultivators, of a type that will mix the additional shoulder material, . 577-4.1 Sequence of Construction: Proceed with the several operations involved in the work in the following sequence: blade shoulders if necessary, add and spread borrow material, and mix borrow
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/5770000sp.pdf?sfvrsn=266ce912_0SS5770000.review
Mixing: Mix the additional shoulder material with the existing turf with a pulver mixer or rotovator mixer to a depth such that the upper 4 inches of the existing turf becomes uniformly mixed, , and watering as specified in this Section. The work includes repairing non-paved shoulders, slopes, 577-3 Equipment. Provide equipment that may include pulver mixer and rotovators with shovel-like cultivators, of a type that will mix the additional shoulder material with the existing turf
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/review-package/ss5770000.review.pdf?sfvrsn=fd42e40b_0SP1610000
Particle Size and Plasticity of Mixed Materials: At completion of the mixing, ensure that the gradation, with roadbed soil and mixing operations may be accomplished by the central plant-mixed method. Central, long, using the designated stabilizing material and spread rate. Spread and mix materials in accordance with 161-6 or 161-7. The Engineer will collect two samples of the mixed subgrade for LBR, materials resulting from this work as specified in 120-5. As an exception to the above
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp1610000.pdf?sfvrsn=5a9c1ecc_0SP1610000
of the mixture using graders will not be considered satisfactory. Mix the material as soon as practical, Maximum Particle Size and Plasticity of Mixed Materials: At completion of the mixing, ensure, materials with roadbed soil and mixing operations may be accomplished by the central plant-mixed method, 500 feet long, using the designated stabilizing material and spread rate. Spread and mix materials in accordance with 161-6 or 161-7. The Engineer will collect two samples of the mixed subgrade
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp1610000.pdf?sfvrsn=bc0c77bb_0SP1610000
Particle Size and Plasticity of Mixed Materials: At completion of the mixing, ensure that the gradation, with roadbed soil and mixing operations may be accomplished by the central plant-mixed method. Central, long, using the designated stabilizing material and spread rate. Spread and mix materials in accordance with 161-6 or 161-7. The Engineer will collect two samples of the mixed subgrade for LBR, materials resulting from this work as specified in 120-5. As an exception to the above
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp1610000.pdf?sfvrsn=cd613063_0SP1610000
of the mixture using graders will not be considered satisfactory. Mix the material as soon as practical, Maximum Particle Size and Plasticity of Mixed Materials: At completion of the mixing, ensure, materials with roadbed soil and mixing operations may be accomplished by the central plant-mixed method, 500 feet long, using the designated stabilizing material and spread rate. Spread and mix materials in accordance with 161-6 or 161-7. The Engineer will collect two samples of the mixed subgrade
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp1610000.pdf?sfvrsn=b664f719_0fdot-bec97-rpt
, High- Temperature Indirect Tension Test, Cantabro OGFC Mixture Performance, Mix Durability 18, on projects with three mix and failure type combinations. o For dense-graded mixes with low air voids, for Asphalt Technology at Auburn University 277 Technology Parkway Auburn, AL 36830 10. Work Unit, the performance of dense-graded mixes and FC-5 mixes produced in the laboratory to simulate different production and construction scenarios. The evaluation of the in-place pavement sections for specific mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bec97-rpt.pdf?sfvrsn=6ab89703_1Mix Design Reviewers and Submitters
Mix Design Reviewers and Submitters, Florida Department of TRANSPORTATION Mix Design Submitter and Reviewer Notifications November 1, 2023 Page 2 of 3 Mix Design Submitters and Mix Design Reviewers Mix Design Submitters who work for a specialty company and not necessarily the company of the mix design should add a filter, from getting notifications you may want. Mix Design Reviewers should not filter. If you are a Mix Design Reviewer you are automatically opted in and MAC filters based on the company on the mix design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/notifications/mix-design-reviewers-and-submitters.pdf?sfvrsn=489bc803_33390700-722impl
MISCELLANEOUS ASPHALT PAVEMENT (REV 12-21-21) (FA 2-14-22) (7-22) ARTICLE 339-7 is deleted and the following substituted: 339-7 Method of Measurement. For the work specified under this Section (including the pertinent provisions of Sections 320 and 330), the quantity to be paid for will be the weight of the mixture in tons. For each pay item, the pay quantity will be based, by the tonnage-weighted average Gmm of the mixes used on the project for the pay item. The plan quantity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/3390700-722impl.pdf?sfvrsn=61446fd9_22010Master
6 4 S c o p e o f the Work, 9 5 C o n t r o l of the Work, Temporary Work Structures, Mixtures – Plant, Methods, and Equipment . . . . . . . . . . . . . . . . . 2 4 1 3 2 7 Milling, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 4 7 3 3 0 Hot Bituminous Mixtures – General Construction Requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/ebook/2010master.pdf?sfvrsn=a427c160_03340104.origind
graded mixtures, increase allowable lift thickness for 19.0 mm mixtures to 4.0 inches, change Master, substituted: 334-1.4.1 L a y e r T h i c k n e s s e s - F i ne Mixes: The allowable layer thicknesses for fine Type SP Asphalt Concrete mixtures are as follows: Type SP-9.5, thickness requirements, the following restrictions are placed on fine mixes when used, )structurallayer belowFC-5mixtures. Type SP-19.0 mixtures are permissible in the layer directly below FC-9.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/3340104.origind.pdf?sfvrsn=9fd3ec1_03340104.FHWA
unnecessary references to fine graded mixtures, increase allowable lift thickness for 19.0 mm mixtures to 4.0 inches, change Master Production Range value for roadway density, add between-lab, k n e s s e s - F i ne Mixes: The allowable layer thicknesses for fine Type SP Asphalt Concrete mixtures are as follows: Type SP-9.5................................................. 1 t o 1 - 1 / 2, restrictions are placed on fine mixes when used as a structural course: TypeSP-9.5-Limited
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/3340104.fhwa.pdf?sfvrsn=746ab769_0