4223 search results for drainage
1020100-723FHWA
for base, including reclaimed asphalt pavement (RAP) material, and having stability and drainage, the lanes reasonably free of dust, potholes and rutting. Provide the lanes with the drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/1020100-723fhwa.pdf?sfvrsn=b43fd612_24620100-722FHWA
and again just prior to filler injection to allow for drainage of any water that may be present within, to allow for drainage of any water that may be present within the duct. 9. Provide an absolute seal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/4620100-722fhwa.pdf?sfvrsn=1c8d5e14_23460200-722FHWA
IS Type II (MH), Type IL, Type IT or Ternary Blend Bridge Substructures, Drainage Structures, , or Type IS Type II (MH), Type IL, Type IT or Ternary Blend Bridge Substructures, Drainage Structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/3460200-722fhwa.pdf?sfvrsn=7883f617_2D1-05-15-25BSN
- MODIFY EXISTING DRAINAGE STRUCTURE EA 4.000 0425- 14- 1 GRATE FOR EXISTING DRAINAGE STRUCTURE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/may15/d1-05-15-25bsn.pdf?sfvrsn=1d122cf4_13460202.FHWA2
SUBSTRUCTURE, DRAINAGE STRUCTURES AND OTHER STRUCTURES All Elements Type I, Type IL, or Type III Type I, IL, or Ternary Blend BRIDGE SUBSTRUCTURE, DRAINAGE STRUCTURES AND OTHER STRUCTURES All Elements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/3460202.fhwa2.pdf?sfvrsn=db728ad3_03460202.FHWA
IS Type II (MH), Type IL, or Ternary Blend BRIDGE SUBSTRUCTURE, DRAINAGE STRUCTURES AND OTHER, , DRAINAGE STRUCTURES AND OTHER STRUCTURES All Elements Type I or Type III Type I, Type IL, Type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/3460202.fhwa.pdf?sfvrsn=1b1ec47e_0D1020000.do
material, and having stability and drainage properties that will provide a firm surface under wet, of dust, potholes and rutting. Provide the lanes with the drainage facilities necessary to maintain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1020000.do.pdf?sfvrsn=76f7cf38_0D1020000.do
material, and having stability and drainage properties that will provide a firm surface under wet, of dust, potholes and rutting. Provide the lanes with the drainage facilities necessary to maintain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1020000.do31460b78ec034d929d258a2f4de22b23.pdf?sfvrsn=4b35d78e_0D5560000.do
approval of the Engineer to prevent the conduit from acting as a drainage structure. 556-2 Materials, requirements to achieve the service life requirements noted in the Department Drainage Manual Chapter 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5560000.do.pdf?sfvrsn=a9cb04cb_0D5560000.do
approval of the Engineer to prevent the conduit from acting as a drainage structure. 556-2 Materials, requirements to achieve the service life requirements noted in the Department Drainage Manual Chapter 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5560000.doa2c1e3533b414c8eba93cc5719ef61ed.pdf?sfvrsn=24dda4b1_01100000.origind
, rubbish, debris, existing flexible pavement, drainage structures, pipes, pull and junction boxes, operations. 1100000 All Jobs Retaining walls, drainage structures and flexible asphalt pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/1100000.origind.pdf?sfvrsn=701f0336_01020000SS
, and having stability and drainage properties that will provide a firm surface under wet conditions, and rutting. Provide the lanes with the drainage facilities necessary to maintain a smooth riding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/1020000ss9319b129565d4f0391b3c369ecbd844e.pdf?sfvrsn=f130e7ea_01050803.impl
. 105-8.10.2PrecastConcrete Drainage Structures, Precast Concrete Box Culvert, Precast Concrete Pipe, Requirements for Quality Control Personnel of Precast Concrete Drainage, Precast Concrete Box Culvert
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/1050803.impl.pdf?sfvrsn=75ced676_0SS1050000
Quality Control Personnel: 105-5.11.1 Precast Concrete Drainage, Precast Box Culvert, Precast, . 105-5.11.1.4 Additional Requirements for Quality Control Personnel of Precast Concrete Drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss10500008d801886206c48cead63566fbbb503bc.pdf?sfvrsn=9a6b1439_05560000.origind
the conduit from acting as a drainage structure. 556-2 Materials. Select materials approved, requirements to achieve the service life requirements noted in the Department Drainage Manual Chapter 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/5560000.origind.pdf?sfvrsn=634e5475_01020302-Man03.FHWA
for will be plan quantity field measure, in feet, including drainage gaps, completed and accepted. SUBARTICLE, 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/fhwa/1020302-man03.fhwa.pdf?sfvrsn=d72fe2b1_01020302.FHWA
separator to be paid for will be field measure, in feet, including drainage gaps, completed, 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/fhwa/1020302.fhwa.pdf?sfvrsn=74eae890_05560000.impl
without approval of the Engineer to prevent the conduit from acting as a drainage structure, in the Department Drainage Manual Chapter 6. For purposes of determining service life, ensure that casings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/5560000.impl.pdf?sfvrsn=7f54dffa_01020302.FHWA-REVISED
separator to be paid for will be plan quantity field measure, in feet, including drainage gaps, 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/2014/july-2014/review/fhwa/1020302.fhwa-revised.pdf?sfvrsn=a4c28839_01200000.FHWA-REVISED
displaced by the storm sewer or drainage structure system is not included in the earthwork quantities, sufficient quantities of suitable material are not available from roadway and drainage excavation, surface drainage trenches/ditches, using sand blankets, sumps and siphons. When normal dewatering does, , maintain adequate drainage for the roadbed at all times. Maintain a shoulder at least 3 feet wide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/1200000.fhwa-revised.pdf?sfvrsn=6f8b56a5_0