935 search results for stop signs
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_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_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_2SP4550000DB
the limiting load. The Specialty Engineer may elect to stop the loading increments when the pile/shaft, determined by the DTE for driving piles without damage and less than 1/4 inches rebound per blow. Stop
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/design-build/sp4550000db3974934a4ac24aa1a96883779ad54def.docx?sfvrsn=f0b6d904_2SP4550000DB-722AddChng impl
. The Specialty Engineer may elect to stop the loading increments when the pile/shaft has met the failure, 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/2022/july-2022/review/implemented/sp4550000db-722addchng-impl.pdf?sfvrsn=e9fcba72_2SP4550000DB-722impl
. The Specialty Engineer may elect to stop the loading increments when the pile/shaft has met the failure, determined by the DTE for driving piles without damage and less than 1/4 inches rebound per blow. Stop
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/sp4550000db-722impl.pdf?sfvrsn=354b2d2_2SP4550000DB-722-AddChng origind
Engineer may elect to stop the loading SP4550000DB Use when requested and approved by the District
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/sp4550000db-722-addchng-origind.pdf?sfvrsn=8656b756_2SP4550000DB-722origind
“plunges” or attains the limiting load. The Specialty Engineer may elect to stop the loading Use when
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/sp4550000db-722origind.pdf?sfvrsn=368c4ff0_2SP4550000DB-122impl
Engineer may elect to stop the loading increments when the pile/shaft has met the failure criteria, determined by the DTE for driving piles without damage and less than 1/4 inches rebound per blow. Stop
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/sp4550000db-122impl.pdf?sfvrsn=8f7e0257_2SP4550000DB-122origind
. The Specialty Engineer may elect to stop the loading increments when the pile/shaft has met
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/sp4550000db-122origind.pdf?sfvrsn=81d86f2c_2SP4550000DB.origind
“plunges” or attains the limiting load. The Specialty Engineer may elect to stop the loading, 1/4 inches rebound per blow. Stop driving as soon as the pile has reached practical refusal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/sp4550000db.origind.pdf?sfvrsn=f245f306_04550000DB.origind
the pile/shaft “plunges” or attains the limiting load. The Specialty Engineer may elect to stop
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/4550000db.origind.pdf?sfvrsn=9537af1a_04550000DB.origind
elect to stop the loading increments when the pile/shaft has met the failure criteria or when
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/4550000db.origind.pdf?sfvrsn=38c24abf_0SP4550000DB-723origind
to stop the loading increments when the pile/shaft has met the failure criteria or when a settlement, without damage and less than 1/4 inches rebound per blow. Stop driving as soon as the pile has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/sp4550000db-723origind.pdf?sfvrsn=46e182f7_1SP45500000-723impl
. The Specialty Engineer may elect to stop the loading increments when the pile/shaft has met the failure, . Stop driving as soon as the pile has reached practical refusal. 455-5.11.4 Set-checks and Pile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/sp45500000-723impl.pdf?sfvrsn=f05c7271_1