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MPOAC-MCORES10.19

-Chair Tracy Hood District 7 Design Production Lead Ryan Asmus Production Lead Marlon, locations must be designed so project rights-of-way are not located within conservation lands acquired

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2019/mpoac-mcores10-19.pdf?sfvrsn=89e5be85_1

SPM1020301WD-122

attenuators or trailer mounted attenuators, when called for in the Design Standards. Use attenuators, mounted attenuator system designed and installed in accordance with the manufacturers

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/maintenance/finalized/spm1020301wd-122.pdf?sfvrsn=3d63c646_2

SPM1020301WD-722

called for in the Design Standards. Use attenuators listed on the APL. When attenuators are called for, use either a truck mounted attenuator or a trailer mounted attenuator system designed

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/maintenance/finalized/spm1020301wd-722.pdf?sfvrsn=10b83abf_2

, when called for in the Design Standards. Use attenuators listed on the APL. When attenuators are called for, use either a truck mounted attenuator or a trailer mounted attenuator system designed

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/maintenance/finalized/spm1020301wd-721.pdf?sfvrsn=dd2d02c9_4

SP1020301WD

for in the Design Standards. Use attenuators listed on the APL. When attenuators are called for, use either a truck mounted attenuator or a trailer mounted attenuator system designed and installed

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/finalized/sp1020301wd.docx?sfvrsn=3ed6a0b5_2

SP1020301WDimpl

attenuators, when called for in the Design Standards. Use attenuators listed on the APL. When attenuators are called for, use either a truck mounted attenuator or a trailer mounted attenuator system designed

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/implemented/sp1020301wdimpl.pdf?sfvrsn=e7c301a0_2

6300301.impl

630 CONDUIT. (REV 11-28-17) (FA 11-28-17) (7-18) SUBARTICLE 630-3.1 is deleted and the following substituted: 630-3.1 General: Install the conduit in accordance with NEC or National Electrical Safety Code (NESC) requirements and the Design Standards. Consider the locations of conduit as shown in the Plans as approximate. Construct conduit runs as straight as possible, and obtain, with a moisture resistant sealant that is designed for this specific application. SUBARTICLE 630-3.3 is deleted

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/6300301.impl.pdf?sfvrsn=6fd23d97_0

D9710022

971 COATINGSANDTRAFFICMARKINGMATERIALS. (REV5-4-00)(FA5-26-00)(7-01) SECTION971(Pages913-945)isexpandedbythefollowing: 971-22Class5AppliedFinishCoatingsforConcrete. 971-22.1General:Useacommercial product designed specifically for this purpose, which upon curing is capable of accommodating the thermal and elastic expansion ranges of the substrate without cracking. 971-22.2 Material Tests, , not less than 4 by 6 by 6 inches [102 by 152 by 152 mm], of the mix design for the structure. Moist

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d9710022.pdf?sfvrsn=d69b20fc_0

D9710022.do

971 COATINGSANDTRAFFICMARKINGMATERIALS. (REV5-4-00)(FA5-26-00)(7-01) SECTION971(Pages913-945)isexpandedbythefollowing: 971-22Class5AppliedFinishCoatingsforConcrete. 971-22.1General:Useacommercial product designed specifically for this purpose, which upon curing is capable of accommodating the thermal and elastic expansion ranges of the substrate without cracking. 971-22.2 Material Tests, , not less than 4 by 6 by 6 inches [102 by 152 by 152 mm], of the mix design for the structure. Moist

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9710022.do.pdf?sfvrsn=199b3dc6_0

D3360000.do

a rubber type that is in accordance with the verified mix design. Accomplish blending of the asphalt, Equipment. Useblendingequipment that is designed for asphalt rubber binder and capable of producing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3360000.do.pdf?sfvrsn=42f48cc5_0

4550001SS

, is designed and detailed in the plans. In such cases, furnishing and installing anchors will be paid, is not shown in the plans, but deemed to be critical as determined by the Engineer, then a design shall

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4550001ssac208477e1d84272bf8d4f0e34c01195.pdf?sfvrsn=32a64d12_0

4550001SS

, is designed and detailed in the plans. In such cases, furnishing and installing anchors will be paid, is not shown in the plans, but deemed to be critical as determined by the Engineer, then a design shall

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4550001ss.pdf?sfvrsn=5c057861_0

SS3360000

that is in accordance with the verified mix design. Accomplish blending of the asphalt binder, . Useblendingequipment that is designed for asphalt rubber binder and capable of producing a homogeneous mixture

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3360000ceed4217c65e4e8b9281136b000f08b3.pdf?sfvrsn=fa57c536_0

6540000.impl

column ground sign post, and attachment hardware in accordance with Design Standards, Index, converter. Solar powered systems must be designed to provide 10 days of continuous operation without

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/6540000.impl.pdf?sfvrsn=ad7235c3_0

SunGuide-RS-ICD-6.2

document should be reviewed: SunGuide Software Design Document (SDD) The SDD will provide an understanding of how individual components of SunGuide were designed. Finally the ICD, along

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/releases/icd/6.2/sunguide-rs-icd-6-2.pdf?sfvrsn=955906f7_1

SP1020301WD-i16407

, when called for in the Design Standards. Use attenuators listed on the APL. When attenuators are called for, use either a truck mounted attenuator or a trailer mounted attenuator system designed

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/maintenance/finalized/sp1020301wd-i16407.pdf?sfvrsn=c6703ec4_3

DEV330-334TL (1-11-22)

= Maximum specific gravity from the verified mix design The weight of the mixture shall be determined, . 3.All overbuild layers must be Type SP Asphalt Concrete designed at the traffic level as stated

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev330-334tl-(1-11-22).pdf?sfvrsn=441b5c13_1

fm5-559

FLORIDA DEPARTMENT OF TRANSPORTATION State Materials Office 5007 NE 39 th Avenue Gainesville, Florida 32609 December 9, 2016 FM 5-559 1 Florida Method of Test for TESTING OF GROUND TIRE RUBBER Designation: FM 5-559 1 SCOPE 1.1 This method is used to determine the physical requirements of ground tire rubber for use in asphalt rubber using a Sieve Analysis, Specific Gravity Test, Moisture Content Test, and Metal Contaminants Test. 2 REFERENCED DOCUMENTS 2.1 AASHTO Standards: M

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm5-559.pdf?sfvrsn=bf9ec612_3