1154 search results for stop signs
SP4550000DB-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_1SP4550000DBind
the pile/shaft “plunges” or attains the limiting load. The Specialty Engineer may elect to stop, and less than 1/4 inches rebound per blow. Stop driving as soon as the pile has reached practical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/sp4550000dbind.pdf?sfvrsn=cdfefd84_1SP4550000DB-724
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-2024-25/design-build/sp4550000db-724cln.pdf?sfvrsn=c9ddd357_2SP4550000DBEO-722
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_7SP4550000DB
. The Specialty Engineer may elect to stop the loading increments when the pile/shaft has met the failure, 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/2021/january-2021/design-build/sp4550000db3974934a4ac24aa1a96883779ad54def.pdf?sfvrsn=f0b6d904_3SP4550000DB 7-20
to stop the loading increments when the pile/shaft has met the failure criteria or when a settlement, 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/2020/july-2020/design-build/sp4550000db-7-20.pdf?sfvrsn=5b0af588_5SP4550000DB
to stop the loading increments when the pile/shaft has met the failure criteria or when a settlement, 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/2020/january-2020/design-build/sp4550000db.pdf?sfvrsn=97fab42a_3SP4550000DB
to stop the loading increments when the pile/shaft has met the failure criteria or when a settlement, 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/july-2019/design-build/sp4550000db.pdf?sfvrsn=5a11b4ad_3SP4550000DB
% until the pile/shaft “plunges” or attains the limiting load. The Specialty Engineer may elect to stop, 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/2019/january-2019/design-build/sp4550000db.pdf?sfvrsn=3d9ff306_3SP4550000DB
. The Specialty Engineer may elect to stop the loading increments when the pile/shaft has met the failure, 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/2018/july-2018/design-build/sp4550000db.pdf?sfvrsn=2c42a5a2_1