1154 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_2FDOT TA Set-Aside Program Adopted Work Program FY 2025-2026 – FY 2029-2030 Detailed Table Set_as-of-2025-07-01_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-2025---2026-fy-2029---2030-detailed-table-set_as-of-2025-07-01_ada.pdf?sfvrsn=9738b59a_32024FDMPart9NexGenPlans
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-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-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_2SP4550000DB-721
elect to stop the loading increments when the pile/shaft has met the failure criteria or when, by the DTE 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/2021/july-2021/design-build/sp4550000db-721.pdf?sfvrsn=cb06bab9_2sp4550000db
“plunges” or attains the limiting load. The Specialty Engineer may elect to stop the loading increments, by the DTE 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/2021/january-2021/design-build/sp4550000db.docx?sfvrsn=8e0dda17_2