13207 search results for DESIGN
fm5-548
FLORIDA DEPARTMENT OF TRANSPORTATION State Materials Office 5007 NE 39 th Avenue Gainesville, Florida 32609 December 9, 2014 FM 5-548 1 Florida Method of Test for VISCOSITY OF ASPHALT RUBBER BY ROTATIONAL (DIP-N-READ) VISCOMETER Designation: FM 5-548 1. SCOPE This test method outlines a procedure for determining the v iscosity of asphalt rubber by rotational viscometer. 2. REFERENCED DOCUMENTS ASTM Standards: E 1 Standard Specification for ASTM Liquid-in-Glass Thermometers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm5-548.pdf?sfvrsn=5cc78cd5_320240603_CTD_Business_Meeting_Agenda
Transportation Coordinator (CTC) Designation – Nassau County Summer Jones, Northeast Florida
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/meetingpackages/2024meetings/20240603_ctd_business_meeting_agenda.pdf?sfvrsn=fb48dc10_19310101-724IMPL
the specification limits of the ASTM or AASHTO designation for the size, grade, and any additional
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9310101-724impl.pdf?sfvrsn=7caacf2f_19160300-723impl
test (AASHTO T 315) shall be 67ºC. 3. All PG asphalt binders having a high temperature designation, temperature designation higher than PG 67 shall only be produced with a styrene-butadiene-styrene (SBS, of 916-2.1.1. 7. All PG asphalt binders having a high temperature designation of PG 67 or lower shall, temperature designation >67 will be tested at 67°C. PG 76-22 (PMA) and PG 76-22 (ARB) shall pass a “V
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/9160300-723impl.pdf?sfvrsn=7be568a3_29160201-122impl
designation of PG 67 or lower shall be prepared without modification. 4. All PMA binders having a high temperature designation higher than PG 67 shall only be produced with a styrene-butadiene-styrene, of 916-2.1.1. 7. All PG asphalt binders having a high temperature designation of PG 67 or lower, ) All binders with a high temperature designation >67 will be tested at 67°C. PG 76-22 (PMA) and PG
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9160201-122impl.pdf?sfvrsn=1dd972b4_29700000.impl
and date of manufacture. Show the designation of the marker in accordance with ASTM D4280. 970-4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9700000.impl.pdf?sfvrsn=7165b1e2_09310101.impl
limits of the ASTM or AASHTO designation for the particular size, grade and any additional
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9310101.impl.pdf?sfvrsn=4161c124_04001101.FHWA
by Dan Hurtado of the State Construction Office to update the language. The ASTM designation replaces
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/4001101.fhwa.pdf?sfvrsn=687cb7b4_0STIP Federal AC Program
financed with state funds and carry the "AC" designation in the STIP detail project listings
https://www.fdot.gov/workprogram/federal/stip-federalacprogram.shtm20201216_CTD_Business_Agenda
Marion Hart VI. Community Transportation Coordinator Designation for Monroe County Venessa Naranjo
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/meetingpackages/2020-meetings/20201216_ctd_business_agenda.pdf?sfvrsn=41c07281_2graphicproposalcharlottecitytuckersoilwell2018
PROJ. DESIGNED BY: GJD CHECKED BY: GREGORY J. DISERIO, RLA STATE OF FLORIDA DESIGN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/landscape-architecture/graphicproposalcharlottecitytuckersoilwell2018.pdf?sfvrsn=4d1c5c5c_1245 - Aviation
. For example, ponds constructed near airports, specifically in the flight path, should be designed, 110.5.1 of the FDOT Design Manual (FDM) and may require an Obstruction Evaluation/Airport Airspace
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/pmresources/245---aviation.pdf?sfvrsn=301f7a7e_1Useful Links
and development processes. Interactive Highway Safety Design Model (IHSDM) AASHTOWare Safety Analyst is a Software as a Service (SaaS) platform specifically designed to meet the unique
https://www.fdot.gov/traffic/trafficservices/strides2zero/useful-linksFlorida Rock-Clay Scour Procedure
INDEX A-Z Search Roadway Design Florida Rock-Clay Scour Procedure The Florida Rock /Clay Scour Procedure is designed to account for the scour resistance of cemented strata, rock, and clay. The test methods establish the shear stress response of soils and the procedure integrates that response over the lifetime
https://www.fdot.gov/roadway/drainage/fla-rockclay-proc.shtmFGB Sub-Committee Meetings - February 2025 - Chapter 1, 3, 14, 15, 16, and 19
language in the design criteria that designs should prevent fatalities and serious injuries, Florida Greenbook Subcommittee Meeting Manual of Uniform Minimum Standards for Design, Design Office 1 Subcommittee Meeting Minutes Chapters 1, 3, 14, 15, 16 and 19 Monday, February 10, Greenbook Subcommittee Meeting Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways Florida Department of Transportation – Roadway Design Office 2 As part
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/fgb-sub-committee-meetings---february-2025---chapter-1-3-14-15-16-and-19.pdf?sfvrsn=e6b9db2e_17111000.origind
: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): Structures Design staff contacted (name): Will the proposed revision involve PPM changes? Yes No Roadway Design staff contacted (name): Will the proposed revision, necessitate any of the following: Design Bulletin Construction Bulletin Estimates Bulletin Materials Bulletin, the unmarked gaps for skip and dotted lines. The gross mile measurement will not include designated unmarked
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/7111000.origind.pdf?sfvrsn=e7e9221d_07101000.origind
: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): Structures Design staff contacted (name): Will the proposed revision involve PPM changes? Yes No Roadway Design staff contacted (name): Will the proposed revision, necessitate any of the following: Design Bulletin Construction Bulletin Estimates Bulletin Materials Bulletin, measurement will not include designated unmarked lengths at intersections, turn lanes, etc. Final
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/7101000.origind.pdf?sfvrsn=77d2b7d8_07091000.origind
: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): Structures Design staff contacted (name): Will the proposed revision involve PPM changes? Yes No Roadway Design staff contacted (name): Will the proposed revision, necessitate any of the following: Design Bulletin Construction Bulletin Estimates Bulletin Materials Bulletin, for skip and dotted lines. The gross mile measurement will not include designated unmarked lengths
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/7091000.origind.pdf?sfvrsn=e3bade38_0SPI-536-002
for Existing Bridges Design Criteria NCHRP Report 350 ; AASHTO LRFD Bridge Design Specifications , 6th Edition, Section 13; AASHTO Roadside Design Guide , 4 th Edition; Structures Design Guidelines (SDG) ; FDOT Design Manual (FDM) Design Assumptions and Limitations Index 536-002, roadside hazards, extend the guardrail following the Length-of-Need method of the AASHTO Roadside Design, reinforcing steel as a project specific design. Thus, some degree of variability can be expected
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-536-0024b514c34-866f-4b00-b804-27732c414337.pdf?sfvrsn=813846c0_1SPI-536-002
for Existing Bridges Design Criteria NCHRP Report 350 ; AASHTO LRFD Bridge Design Specifications , 6th Edition, Section 13; AASHTO Roadside Design Guide , 4 th Edition; Structures Design Guidelines (SDG) ; FDOT Design Manual (FDM) Design Assumptions and Limitations Index 536-002, roadside hazards, extend the guardrail following the Length-of-Need method of the AASHTO Roadside Design, reinforcing steel as a project specific design. Thus, some degree of variability can be expected
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-536-002.pdf?sfvrsn=11abe877_1