905 search results for stop signs

SunRail 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_2

2024FDMPart9NexGenPlans

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_5

SP4550000DB-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_1

SP4550000DB-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_1

SP4550000DB-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_2

SP4550000DB-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_2

SP4550000DB-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_2

SP4550000DB-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
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