13208 search results for DESIGN
Proposed Amendments-Rule41-2.007F.A.C
of trips purchased during the previous fiscal year. (2) Each Designated Official Planning Agency, Organization or designated official planning agency shall annually compile a report accounting, Organization or Designated Official Planning Agency. (7) Each Community Transportation Coordinator, available to member departments, Metropolitan Planning Organizations, Designated Official Planning
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/meetingpackages/2020-meetings/proposed-amendments-rule41-2-007f-a-c.pdf?sfvrsn=6b71ecf5_220200930_ProposedAmendments-Rule41-2.007FAC
of trips purchased during the previous fiscal year. (2) Each Designated Official Planning Agency, Organization or designated official planning agency shall annually compile a report accounting, Organization or Designated Official Planning Agency. (7) Each Community Transportation Coordinator, available to member departments, Metropolitan Planning Organizations, Designated Official Planning
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/meetingpackages/2020-meetings/20200930_proposedamendments-rule41-2-007fac.pdf?sfvrsn=36e892d9_2SS5800000PB.Review
with the standards and designations in general acceptance by Florida nurseries. Submit a list of nurseries
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/review-package/ss5800000pb-review.pdf?sfvrsn=c1730cdb_10090103LS.FHWA
designated by the Engineer; or the final dimensions measured along the final surface of the completed work within the neat lines shown in the Contract Documents or designated by the Engineer, will be determined assuming a mix design with 6.25% liquid asphalt weighing 8.58 pounds per gallon. Payment, Unit Unit Prices 9-2.2.2 Asphalt Design Thickness/Spread RatePay Adjustments: The average spread rate, spread rate for each layer, which when combined with other layers, will meet the design thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/0090103ls.fhwa.pdf?sfvrsn=b1541b50_06770000.origind
, Construction,Maintenance,andRoadwayDesign. ArechangesneededtothePPM,DesignStandards,SDG,CPAMorothermanual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/6770000.origind.pdf?sfvrsn=4fc64198_09260000.origind
and Harper, Specifications and Estimates; Ben Gerrell, Roadway Design What other offices will be impacted by these changes? Structures, Roadway Design and Materials Are changes needed to the PPM, Design, If not, what references need to be updated (please include changes in the redline)? Is a Design, as designated. Type Description A* An epoxy resin, for bonding fresh concrete to hardened concrete. B, by project testing ***Accepted by certification 926-2 Epoxy Design Requirements. 926-2.1 General
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/9260000.origind.pdf?sfvrsn=167784eb_05260000IndustryCommentResponse-dc
. Requiring asphalt base will reduce the need for future maintenance. Also, designers are requesting, on paver system cross section design once projects using the proposed specification are evaluated, 234-10). However, asphaltic base has a minimum thickness of 4" (as stated in Flexible Pavement Design, , an asphalt base may not always be necessary so it should be a design option but not a requirement. I, of base design to the Engineer for all other applications. ACTION TAKEN: None. 5260000 ARCHITECTURAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/industry/comments-responses/5260000industrycommentresponse-dc.pdf?sfvrsn=bf661548_1SS9160000
AASHTO T-315 shall be 67ºC. 6.AllPGasphaltbindershavingahightemperature designation of PG 67 or lower shall be prepared without modification. 7.AllPGasphaltbindershavingahightemperature designation, , the original PG binder grade, the modifier product designation, and amount added shall be indicated, binder LOT designation, the customer name, the delivery location, a statement that the binder, and anti-strip agent addition as applicable, including product designation (QPL number as applicable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9160000.pdf?sfvrsn=269bd466_0SS9160000
Rheometer test AASHTO T 315 shall be 67ºC. 6.AllPGasphaltbindershavingahightemperature designation of PG, designation higher than PG 67 shall be produced with a styrene-butadiene-styrene (SBS) or styrene, binders, the original PG binder grade, the modifier product designation, and amount added shall, grade (including QPL number), PG binder LOT designation, the customer name, the delivery location, designation (QPL number as applicable). Any special handling or temperature requirements shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss9160000.pdf?sfvrsn=8d3fb2eb_0SS9160000
315 shall be 67ºC. 4. All PG asphalt binders having a high temperature designation of PG 67 or lower, designation higher than PG 67 shall be produced with a styrene-butadiene-styrene (SBS) or styrene, PG binder grade, the modifier product designation, and amount added shall be indicated, grade (including QPL number), PG binder LOT designation, the customer name, the delivery location, designation (QPL number as applicable). Any special handling or temperature requirements shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9160000.pdf?sfvrsn=fce225b5_0SS9160000
AASHTO T 315 shall be 67ºC. 4. All PG asphalt binders having a high temperature designation of PG 67, designation higher than PG 67 shall be produced with a styrene-butadiene-styrene (SBS) or styrene, , the original PG binder grade, the modifier product designation, and amount added shall be indicated, binder grade (including QPL number), PG binder LOT designation, the customer name, the delivery, product designation (QPL number as applicable). Any special handling or temperature requirements shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9160000.pdf?sfvrsn=d7d3935b_09950201FHWA - Revised
, supply the appropriate voltage converter. Solar powered systems shall be designed to operate, louvers. All materials must be designed for exterior use and be UV stable. 995-4.2.7.1 Flexible, the appropriate voltage converter. Solar powered systems must be designed to operate for minimum of 100, . Topbrackets must be of one-piece hollow design, with a cross-sectional diameter of at least, connections that are exposed to the elements must be weatherproof and designed for outdoor use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9950201fhwa---revised.pdf?sfvrsn=87a96ceb_1370-001
Expansion Joints Parallel To The Existing ASTM A-526, Coating Designation G90. metal strip, Galvanized
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/370-001.pdf?sfvrsn=2f353acb_1VPS (4-4-2024)
DESTIN-FT. WALTON BEACH AIRPORT VPS Destin-Fort Walton Beach Airport (VPS) is a commercial service civilian/military joint-use airport in Okaloosa County along Florida’s Gulf Coast, approximately seven miles north of downtown Fort Walton Beach. Destin-Fort Walton Beach Airport is co-located with Eglin Air Force Base and considered a leading example of a joint-use airport. This designation means that VPS is located on land owned by the U.S. Department of Defense, where military
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fasp-2043---airport-profiles/vps-(4-4-2024).pdf?sfvrsn=2197747b_1MTH (4-4-2024)
during natural disasters or other emergencies. This designation was utilized in the aftermath
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fasp-2043---airport-profiles/mth-(4-4-2024).pdf?sfvrsn=d6ee6446_1Urban Community Transportation Coordinator
disadvantaged population. For the purpose of this effort, this designation is based on information reported
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/awards/urban-community-transportation-coordinator.docx?sfvrsn=5e476461_1Rural Community Transportation Coordinator
disadvantaged population. For the purpose of this effort, this designation will include information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/awards/rural-community-transportation-coordinator.docx?sfvrsn=539bd507_1370-001
Expansion Joints Parallel To The Existing ASTM A-526, Coating Designation G90. metal strip, Galvanized
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/370-001.pdf?sfvrsn=fe321627_1MTH (11-15-2024 Update)
during natural disasters or other emergencies. This designation was utilized in the aftermath
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fasp-2043---airport-profiles/mth-(11-15-2024-update).pdf?sfvrsn=f29959dc_1Alphabetical Sign Library
Designation (Miscellaneous Sign Section) Motorcycle Plaque (Warning Sign Section) Move Vehicles From
https://www.fdot.gov/traffic/trafficservices/signlibrary/listing.shtm