4223 search results for drainage
4300201-724CommResp
(e.g. FDOT 430-001 Misc. Drainage Details provides a detail for dissimilar joints and dissimilar
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/comments-responses/4300201-724commresp.pdf?sfvrsn=c7457a33_14620100-722impl
installation and again just prior to filler injection to allow for drainage of any water that may be present
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/4620100-722impl.pdf?sfvrsn=7d2d771b_23460200-722impl
(MH), Type IL, Type IT or Ternary Blend Bridge Substructures, Drainage Structures, and other
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/3460200-722impl.pdf?sfvrsn=8e5c72f2_29650000-122FHWA2
for structures other than drainage, the fabricator must maintain a certified mill analysis of the alloys
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/9650000-122fhwa2.pdf?sfvrsn=1236e516_29650000-122FHWA
for structures other than drainage, the fabricator must maintain a certified mill analysis
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/9650000-122fhwa.pdf?sfvrsn=c18240dc_2SP5810000-122resp
[A17][A18]that planting holes are free draining prior to planting. Notify the Engineer of drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/sp5810000-122resp.pdf?sfvrsn=1ef3541_23460202.impl
BRIDGE SUBSTRUCTURE, DRAINAGE STRUCTURES AND OTHER STRUCTURES All Elements Type I or Type III
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/implemented/3460202.impl.pdf?sfvrsn=260b14d4_0D7150000.DO
thickness of 0.365 inch [9.27 mm]. Provide an opening at the bottom of the pipe for drainage purposes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d7150000.do.pdf?sfvrsn=8aeb924b_03530000.resp
drainage pipes exist. Response: Any additional proposed language other than that proposed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/3530000.resp.pdf?sfvrsn=1820ee5c_03530000.comm
thickness varies or where known leaking drainage pipes exist. Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/3530000.comm.pdf?sfvrsn=d9b37dc7_01050803.FHWA
is available on the SMO website. 105-8.110.2 Precast Concrete Drainage Structures, Precast, Control Personnel of Precast Concrete Drainage, Precast Concrete Box Culvert, and Incidental Precast, is available on the SMO website. 105-8.10.2PrecastConcrete Drainage Structures, Precast Concrete, Personnel of Precast Concrete Drainage, Precast Concrete Box Culvert, and Incidental Precast Concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/1050803.fhwa.pdf?sfvrsn=8f408c22_0SS3460000
, TypeIP,TypeIS,or TypeIP(MS) Type II with Fly Ash or Slag BRIDGE SUBSTRUCTURE, DRAINAGE, (b)(d) 1to5 (a)Forprecast drainage systems that are manufactured at the precast plant, . For precast box culverts and precast drainage structures, the target slump will not apply. (b, precast box culverts or precast drainage products require a Class III concrete, the minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3460000.pdf?sfvrsn=821cb5d0_0SS7150000
and a minimum wall thickness of 0.365 inch. Provide an opening at the bottom of the pipe for drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss7150000.pdf?sfvrsn=3dfd2052_01020302.impl
for will be field measure, in feet, including drainage gaps, completed and accepted. SUBARTICLE 102-13.23
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/1020302.impl.pdf?sfvrsn=22bcc54c_01020302-Man03.impl
of temporary lane separator to be paid for will be field measure, in feet, including drainage gaps, completed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/1020302-man03.impl.pdf?sfvrsn=def34a9e_0Specrev2-July14
for will be field measure, in feet, including drainage gaps, completed and accepted. SUBARTICLE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/specrev2-july14.pdf?sfvrsn=8f613a64_0SS1200000
of Section 110. Material displaced by the storm sewer or drainage structure system is not included, of suitable material are not available from roadway and drainage excavation, to properly construct, surface drainage trenches/ditches, using sand blankets, sumps and siphons. Whennormal dewatering does, drainage for the roadbed at all times. Maintain a shoulder at least 3 feet wide adjacent to all pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1200000.pdf?sfvrsn=824d1465_0SS7150000
of the pipe for drainage purposes. Hot-dip galvanize the whole foundation after fabrication in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss7150000.pdf?sfvrsn=49fc17c4_0SS2870000
around and stubbing into existing or proposed drainage structures or ditch pavement; restoration
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss2870000.pdf?sfvrsn=484ff839_0SS3460000
, TypeIP,TypeIS,or TypeIP(MS) Type II with Fly Ash or Slag BRIDGE SUBSTRUCTURE, DRAINAGE, (b)(d) 1to5 (a)Forprecast drainage systems that are manufactured at the precast plant, . For precast box culverts and precast drainage structures, the target slump will not apply. (b, or precast drainage products require a Class III concrete, the minimum cementitious materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3460000.pdf?sfvrsn=1192a65b_0