1780 search results for work mix
SS1200000
mixing and compaction if the contractor can demonstrate that the density of the mixture can be achieved, and/or remediation work to resolve the contamination issue, and Engineer, develop a work plan that will provide the CAR Contractor’s operations schedule, . BothContractorswillusethescheduleasabasisforplanningthecompletion of both work efforts. The Engineer may grant the Contract, will be by the CAR Contractor. Adjustments to quantities or to Contract unit prices will be made according to work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1200000.pdf?sfvrsn=824d1465_01200000.impl
lift after mixing and compaction if the contractor can demonstrate that the density of the mixture can, and/or remediation work to resolve the contamination issue. TheCARContractorwilldelineatethecontamination, , develop a work plan that will provide the CAR Contractor’s operations schedule with projected, . BothContractorswillusethescheduleasabasisforplanningthecompletion of both work efforts. The Engineer may grant the Contract Time, to quantities or to Contract unit prices will be made according to work additions or reductions on the part
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/1200000.impl.pdf?sfvrsn=3fc7662b_01200000.FHWA
and compaction if the contractor can demonstrate that the density of the mixture can be achieved. Perform mixing, , rules, and regulations for additional assessment and/or remediation work to resolve, required; and, in cooperation with the Prime Contractor and Engineer, develop a work plan, completion of both work efforts. The Engineer may grant the Contract Time extensions according, unit prices will be made according to work additions or reductions on the part of the Prime
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/1200000.fhwa.pdf?sfvrsn=818c8922_07020000.FHWA
material to temperatures exceeding 390ºF, mixing, and agitation of the material reservoir to provide a homogenous mixture without segregation. Use equipment that will maintain the striping material in a plastic state in all mixing and conveying parts, including the line dispensing device until, and acceptance of the pavement marking work. The longitudinal pavement markings shall show no signs, on the amount of work done or completed. Ensure the certification of quantities consists of the following
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/7020000.fhwa.pdf?sfvrsn=90db6418_0SS7020000
to temperatures exceeding 390ºF, mixing, and agitation of the material reservoir to provide a homogenous mixture without segregation. Use equipment that will maintain the striping material in a plastic state in all mixing and conveying parts, including the line dispensing device until applied. Use, completion and acceptance of the pavement marking work. The pavement markings shall show no signs, Monday after the estimate cut-off date or as directed by the Engineer, based on the amount of work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss7020000.pdf?sfvrsn=2065beaf_0SS7020000
to temperatures exceeding 390ºF, mixing, and agitation of the material reservoir to provide a homogenous mixture without segregation. Use equipment that will maintain the striping material in a plastic state in all mixing and conveying parts, including the line dispensing device until applied. Use, of the pavement marking work. The pavement markings shall show no signs of failure due to blistering, date or as directed by the Engineer, based on the amount of work done or completed. Ensure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss7020000.pdf?sfvrsn=55250bab_0SS7010000
heating of the striping material to temperatures exceeding 390ºF, mixing and agitating the material in the reservoir to provide a homogenous mixture without segregation. Use equipment that will maintain the striping material in a plastic state, in all mixing and conveying parts, including the line, will begin with the satisfactory completion and acceptance of the pavement marking work, on the amount of work done or completed. Ensure the certification of quantities consists
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss7010000.pdf?sfvrsn=bc3e608c_01200000.FHWA-REVISED
demonstrate that the density of the mixture can be achieved. Perform mixing using rotary tillers or other, applicable laws, rules, and regulations for additional assessment and/or remediation work to resolve, or holding area required; and, in cooperation with the Prime Contractor and Engineer, develop a work, the schedule as a basis for planning the completion of both work efforts. The Engineer may grant, . Adjustments to quantities or to Contract unit prices will be made according to work additions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/1200000.fhwa-revised.pdf?sfvrsn=6f8b56a5_01050806-723FHWA
. National Ready Mixed Concrete Association (NRMCA) Certified Concrete Technologist Level 2. 1050806 SUBARTICLE 105-8.7.2 is deleted and the following substituted: 105-8.7.2 Concrete Mix Designer: Ensure that the concrete mix designer has the CTQP Concrete Laboratory Technician Level 2, Quality Control Personnel Level III Certification, for concrete mix designs of prestressed concrete products. 2. National Ready Mix Concrete Association (NRMCA) Certified Concrete Technologist Level
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/1050806-723fhwa.pdf?sfvrsn=ca6b0e02_1Flexible Pavement Design Manual Redlines
pay quantities will be based on the actual maximum specific gravity of the mixture used. Friction Courses FC-12.5 and FC-9.5 are dense graded mixes which are typically placed 1½-in and 1-in thick, for skid resistance. The FC-9.5 dense graded mix will allow a 1-in lift of friction course. On some, texture of the mix provides for the rapid removal of water from between the tire and the pavement, are allowed directly on top of any structural course mix. FC-12.5 and FC-9.5 are considered part
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/chief-briefs/flexible-pavement-design-manual-redlines.pdf?sfvrsn=45ccefbe_13340501-721impl
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 2000 tons, the Engineer will accept the mix on the basis, , or the Standard Rolling Procedure, placement of the mix shall be stopped. The density pay factor (as defined, . From Table 334-10, determine the percentage of work below the USL (PU). 6. From Table 334-10, determine percentage of work above the LSL (PL) Note: If USL or LSL is not specified; percentages
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/review/implemented/3340501-721impl.pdf?sfvrsn=a99d6faf_2CompProfMgr052021
– Mix Designs, on access for existing users 10 Added note for Mix Design Reviewer role for clarification 11 Added clarification for the roles for existing mix designs versus new mix designs 11 Added link, have production facilities • Mix Designs – not all companies will have mix designs • Nuclear Density, have users and nuclear density gauges; a producer may have users, production facilities and mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/profilemanagers/compprofmgr052021.pdf?sfvrsn=b49361b6_3Chapter3s3
. This section also describes the process of suspending Contractor’s work due to inadequate Quality, (7) calendar days prior to beginning work on QC Program applicable material. The submittal provides the laboratories, technicians, production facilities, and structural concrete mix designs, to a technician, laboratory, production facility, or concrete mix design and will notify the PA of any, Concrete Mix Designs – The PA must review the specific entries to ensure the project specific
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter3s3.pdf?sfvrsn=214dc328_82000006SS
mixed with the base course material, dig out and remove the mixture, and reshape and compact, to ensure the required density, wet or dry it as required. When adding water, uniformly mix it, as specified above. Perform this work at no expense to the Department. 200-6.4.2 Cracks and Checks: If cracks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/2000006ss.pdf?sfvrsn=250c883b_0July 2022 Update Summary
for polymer mixtures. SS3200603 -Hot Mix A s p h a l t -Plant Methods A n d Equipment. Added the maximum temperature forpolymer mixtures. 20 Florida Department of Transportation Section 330, and will no longer be listed in the Plans. SP0040100 Scope of Work –Intent of Contract. The summary of pay, toSection452,462,and960. SS0050104-Controlof the Work. PT systems will be accepted through the shop drawing, –Preservation of Existing Property -Utilities –Utility Adjustments (Utility Work Schedules). Moved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/july-2022-update-summary.pdf?sfvrsn=4a0b2dd5_2456054-1 Draft_Meeting Announcement 030325
in the scope of work. CONTRACT AMOUNT/LIMIT: · $5,585,580 PREQUALIFICATION REQUIREMENTS: · CONTRACTOR – WORK CLASS REQUIREMENTS: o 10 - Flexible Paving o 15. Hot Plant-Mixed Bituminous Courses · DESIGN - PROFESSIONAL SERVICE WORK TYPE REQUIREMENTS: o 3.1 - Minor Highway Design o 7.1, ) to south of SR 580 for a total project length of 11.48 miles. The scope of work requires
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/marketingd7/456054-1-draft_meeting-announcement-030325.pdf?sfvrsn=4721375f_1456056-1 MLK_Meeting Announcement_030725
improvements, and ADA improvements, are not included in the scope of work. CONTRACT AMOUNT: · $2,074,961 PREQUALIFICATION REQUIREMENTS: · CONTRACTOR – WORK CLASS REQUIREMENTS: o 10 - Flexible Paving o 15 - Hot Plant-Mixed Bituminous Courses · DESIGN - PROFESSIONAL SERVICE WORK TYPE REQUIREMENTS, of N 69th St to west of Queen Palm Dr for a total project length of 2.73 miles. The scope of work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd7/456056-1-mlk_meeting-announcement_030725.pdf?sfvrsn=491dbe5c_1456058-1 SR60_Meeting Announcement_042425
length of 0.93 miles. The scope of work requires the replacement of the FC-5 Friction Course, of work. CONTRACT AMOUNT: $1,988,221 PREQUALIFICATION REQUIREMENTS: CONTRACTOR – WORK CLASS REQUIREMENTS: o 10 - Flexible Paving o 15 - Hot Plant-Mixed Bituminous Courses DESIGN - PROFESSIONAL SERVICE WORK TYPE REQUIREMENTS: o 3.1 - Minor Highway Design o 7.1 - Signing, Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd7/456058-1-sr60_meeting-announcement_042425.pdf?sfvrsn=f07a460a_1fdot-bdv25-977-03-rpt
Florida 4202 E. Fowler Avenue Tampa, Florida 33620 10. Work Unit No. (TRAIS) 11. Contract
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv25-977-03-rpt3bdd3317-cf6a-4363-920f-215893033ce9.pdf?sfvrsn=eb23f16e_12007_Use of Nondestructive Techniques to Estimate the Allowable Vibratory Compaction Level during Construction
2002). While the problem of tender HMA mixes is not new, the adoption of Superpave TM mixtures, not allow confinement of the mix under the roller face. Coarse-graded mixtures are most readily, FL/DOT/SMO/07-BDB-11 March31,2007 v EXECUTIVE SUMMARY The Superpave TM mixture design method, of the Superpave TM implementation effort, few problems were encountered while producing the mix. However, 1INTRODUCTION 1.1Background The Superpave TM mixture design method was developed under the Strategic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2007_use-of-nondestructive-techniques-to-estimate-the-allowable-vibratory-compaction-level-during-construction.pdf?sfvrsn=e1e3bf6a_1