7243 search results for Pavement
SS1103100
operations. Equipment that damages pavement, curbs, or turf will not be allowed. Damages
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/finalized/ss1103100.docx?sfvrsn=913a8f65_2SP1020301WD
is to be permanently marked on the device at a readily visible location. Sheeting used on devices and pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/finalized/sp1020301wd.docx?sfvrsn=3ed6a0b5_2SS5803300
or slopes, pavement joints, guardrail, curb and gutter, signs, culvert ends, bridge abutments, sidewalks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/finalized/ss5803300.docx?sfvrsn=7b92bcf3_2SS5750000origind
pavement with an even surface and edge. Place rolled sod parallel with the roadway and cut any exposed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/review-package/ss5750000origind.pdf?sfvrsn=ae8f27e3_2SP1020301WDimpl
and pavement markings are exempt from this requirement. Notify the Engineer in writing of any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/implemented/sp1020301wdimpl.pdf?sfvrsn=e7c301a0_2SS43100000M
of the host pipe passes within 5 feet of any buried utility or pavement base material. 431-4.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/review-package/ss43100000m.pdf?sfvrsn=47eaeb1_2SS4310000Morigind
to locations where no part of the host pipe passes within 5 feet of any buried utility or pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/review-package/ss4310000morigind.pdf?sfvrsn=ac3ea45b_2SP1020504SiteSpecificorigind
at a readily visible location. Sheeting used on devices and pavement markings are exempt from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/review-package/sp1020504sitespecificorigind.pdf?sfvrsn=3c9340bb_2SS5804000redline
that damages pavement, curbs, drainage structures, sidewalks, guardrail turf areas, or any other
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/maintenance/review-package/ss5804000redline.pdf?sfvrsn=b5ba8066_0SS5803300
, pavement joints, guardrail, curb and gutter, signs, culvert ends, bridge abutments, sidewalks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/maintenance/implemented/ss5803300.pdf?sfvrsn=8091211a_1E8W19-R0
repairs on shoulders, embankment, slopes and slope pavement, signage, other miscellaneous repairs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may13/e8w19-r0.pdf?sfvrsn=4a4777ad_16300205-724IMPL
in existing pavement, use a flowable fill meeting the requirements of Section 121. Provide a standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/6300205-724impl.pdf?sfvrsn=7b857773_16300301-724origind
. When backfilling trenches in existing pavement, use a flowable fill meeting the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/6300301-724origind.pdf?sfvrsn=9a52470e_26300300-724origind
trenches in existing pavement, use a flowable fill meeting the requirements of Section 121
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/6300300-724origind.pdf?sfvrsn=938f3f57_25300200-722impl
substitute non-reinforced concrete from existing pavement that is to be removed and which meets the above
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/5300200-722impl.pdf?sfvrsn=b1e86e07_29970000-122FHWA
by manufacturer) Sensor Element Material Technical Data Sheet Pressure sensing piezoelectric Pavement Operating, Material Technical Data Sheet Pressure sensing piezoelectric Pavement Operating Temperature Range, Material Technical Data Sheet Pressure sensing piezoelectric Pavement Operating Temperature Range, Pressure sensing piezoelectric Pavement Operating Temperature Range Technical Data Sheet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/9970000-122fhwa.pdf?sfvrsn=a9c7f706_244788015201-ESTIMATES-QUANTITIES
/ Advance Warning Arrow Panel ED 4 31 124 124 0102 78 1 Temporary Raised/Retroreflective Pavement, Notes Construction Remarks 0102 2200 Special Detour - Temporary Pavement LS/SY 1.0 1 SY 68.0 2, of Pavement - 44788015201 Quantity Total Quantity Location Pay Item Number Pay Item Description, RT 67304 12/12/2023 9:02:26 AM Page 15 of 49 Summary of Pavement - 44788015201 Quantity Total
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26112/44788015201-estimates-quantities39d2d34a-1b73-462f-8613-385719d59ed2.pdf?sfvrsn=a36445df_19900301.impl
for “pedestal” type application or b. Seventeen to 19 feet above pavement grade at the center of roadway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/9900301.impl.pdf?sfvrsn=f71ca00b_01600000.origind
Reclaimed Asphalt Pavement (RAP) (Same Project): The Engineer may allow the use of RAP material from, and stockpiled without blending or contaminating with any other material. 160-2.2.23 Reclaimed Asphalt Pavement, of the proposed finished surface. Construct mainline pavement lanes, turn lanes, ramps, parking lots, concrete, for maintaining the required density until the subsequent base or pavement is in place including any repairs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/1600000.origind.pdf?sfvrsn=ae70bd07_09480000.impl
Pressure Pipe: Pressure pipe for direct burial under pavement shall conform to the requirements of ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/9480000.impl.pdf?sfvrsn=6ca0d45f_0