905 search results for stop signs
FDOT TA Set-Aside Program Adopted Work Program FY 2024-2025 – FY 2028-2029 Detailed Table Set_as-of-2024-07-01_ADA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/systems-management/document-repository/tap/fdot-ta-set-aside-program-adopted-work-program-fy-2024-2025-fy-2028-2029-detailed-table-set_as-of-2024-07-01_ada.pdf?sfvrsn=96f59683_1SunRail Phase 2 Property Value Analysis
the announcement and construction of SunRail showed early signs of positive property value effects, , station areas were assumed to be the locations within a half-mile radius of a given SunRail stop
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/documents/sunrail-phase-2-property-value-analysis.pdf?sfvrsn=36e8fb36_22024FDMPart9NexGenPlans
for the Professional of Record that Signs and Seals the sheet, as discussed in FDM 130 . 900.3.2 Revision Block, and location of loops • Type and location of signal heads • Pedestrian signal • Location of stop bars, pavement markings including edge lines, interior lane lines, extension lines, stop bars, crosswalks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdmpart9nexgenplans.pdf?sfvrsn=792865cc_5SP4550000DB-725
/shaft “plunges” or attains the limiting load. The Specialty Engineer may elect to stop the loading, per blow. Stop driving as soon as the pile has reached practical refusal. 455-5.11.4 Set-checks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/design-build/sp4550000db-725.docx?sfvrsn=aab76686_1SP4550000DB-724cln
the pile/shaft “plunges” or attains the limiting load. The Specialty Engineer may elect to stop the loading, rebound per blow. Stop driving as soon as the pile has reached practical refusal. 455-5.11.4 Set-checks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/design-build/sp4550000db-724cln.docx?sfvrsn=c9ddd357_1SP4550000DB-723
Engineer may elect to stop the loading increments when the pile/shaft has met the failure criteria, by the DTE for driving piles without damage and less than 1/4 inches rebound per blow. Stop driving
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/design-build/sp4550000db-723.pdf?sfvrsn=42102fcc_2SP4550000DB-722
may elect to stop the loading increments when the pile/shaft has met the failure criteria or when, for driving piles without damage and less than 1/4 inches rebound per blow. Stop driving as soon
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/design-build/sp4550000db-722.pdf?sfvrsn=47fe5644_2SP4550000DB-722 EO Memo 23-01
elect to stop the loading increments when the pile/shaft has met the failure criteria or when, for driving piles without damage and less than 1/4 inches rebound per blow. Stop driving as soon
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/design-build/sp4550000db-722-eo-memo-23-01.pdf?sfvrsn=ed5ca5d7_2SP4550000DB-122
elect to stop the loading increments when the pile/shaft has met the failure criteria or when, damage and less than 1/4 inches rebound per blow. Stop driving as soon as the pile has reached
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/design-build/sp4550000db-122.pdf?sfvrsn=951c94e4_2