7243 search results for Pavement
3000000.impl
300 PRIMEANDTACKCOATS. (REV8-11-15)(FA8-19-15)(1-16) SECTION300isdeletedandthefollowingsubstituted: SECTION300 PRIMEANDTACKCOATS 300-1Description. Applybituminous prime coats on previously prepared bases, and apply bituminous tack coats on previously prepared bases and on existing pavement surfaces. 300-2 Materials. 300-2.1 Prime Coat: For prime coat, use a product listed, or Oxidized and Cracked Pavement 0.07 Concrete Pavement 0.09 OpenGradedFrictionCourse
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/3000000.impl.pdf?sfvrsn=390aa1b7_0chgtab
for asphalt pavement. Usage note: All Jobs 7-19-07 7-31-07 1-08 SS3390300 New SS. To delete reference, so that it is understood that all painted pavement markings initial value is 300 or 250 and remove the designation to work zone pavement markings and want the 14 day requirement for second
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/chgtab.pdf?sfvrsn=c0a21aa0_0TP-06-10-25BSN-30Day
asphalt pavement, including replacing existing asphalt pavement, providing thermoplastic pavement markings, and raised pavement markers, at various locations on the Homestead Extension of Florida's, SYSTEM EA 5.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 18,000.000 0337- 7, PAVEMENT MARKER, TYPE B EA 800.000 0711- 11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12, necessary to perform routine and priority repairs on shoulders, embankment, slopes and slope pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jun10/tp-06-10-25bsn-30day.pdf?sfvrsn=bc20275e_12026FDM140LumpSum
under pavement in urban areas) (3) Projects with a low possibility for change during all phases, (2) Rehabilitation of movable bridges (3) Projects with subsoil earthwork (4) Concrete pavement, and overbuild details to show any cross slope corrections, including existing pavement cross slope
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm140lumpsum.pdf?sfvrsn=c2b6d586_2DEV705-993LBD (10-22-20)
for on the Plans. Use the same color as the edge line pavement marking being emphasized. 705-2, inches above the pavement surface. 993-2.2.2 Color: The post shall be opaque white, Traffic Control Devices: Flexible Delineators, for the following categories: 993-2.2.4.1 Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev705-993lbd-(10-22-20).pdf?sfvrsn=4d37556a_1521-511
9 / 2 6 / 2 0 2 5 1 : 3 9 : 5 9 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX 3 1 521-511 CONCRETE BARRIER/NOISE WALL (14'-0") 11/01/23 Roadway Pavement Shoulder or for Mortar Plug See Detail "A" Roadway Pavement Shoulder or Spread Footing T-Shaped Spread Footing T-Shaped Spread Footing and Trench Footing, 2026-27 SHEET INDEX 3 2 521-511 CONCRETE BARRIER/NOISE WALL (14'-0") 11/01/18 Roadway Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-511.pdf?sfvrsn=d247d118_12026FDM140LumpSum
under pavement in urban areas) (3) Projects with a low possibility for change during all phases, (2) Rehabilitation of movable bridges (3) Projects with subsoil earthwork (4) Concrete pavement, and overbuild details to show any cross slope corrections, including existing pavement cross slope
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm140lumpsum.pdf?sfvrsn=3e9d226b_1PublicHearing_SUMTER COUNTY_Summary_2027_2031
WITHLACOOCHEE TO SR 50 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028, FROM S OF SR 44 TO MARION COUNTY LINE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding, OF SR 35/US 301 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_sumter-county_summary_2027_2031.pdf?sfvrsn=fbd86f9b_1Errata 2026FDM220RR
" and replace with "grade crossing pavement marking and the track(s)". Topic #625-000-002 FDOT, Crossing Pavement Marking Symbol of each approach and extend up to...". Add new sentence "Continue solid, the grade crossing pavement marking is beyond a right-turn lane taper." [See FDM Exhibits 220-2 through
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/errata/errata-2026fdm220rr.pdf?sfvrsn=f0902d6c_1fdot-bdv25-977-29-rpt
providing the necessary “DO NOT ENTER” and “WRONG WAY” signs and pavement markings (wrong-way arrows, ) as third best WWD countermeasures. Red flush-mount Internally Illuminated Raised Pavement Markers, - developed signing and pavement marking standards by FDOT is a very positive countermeasure on arterials, and pavement markings (arrows, etc.), as per the Manual on Uniform Traffic Control Devices (MUTCD, . The countermeasures tested and evaluated included: 1. Newly-developed signing and pavement marking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/wwd/fdot-bdv25-977-29-rpt.pdf?sfvrsn=a8f11736_12020FDM322UtilAdj
. (2)Curb and gutter or edge of pavement. (3)Drainage structures (existing and proposed). (4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2020/2020fdm322utiladj.pdf?sfvrsn=3a4668bb_2E3X47-R0
Quantity 0120- 2- 2 BORROW EXCAVATION, TRUCK MEASURE CY 200.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2023/oct12/e3x47-r0.pdf?sfvrsn=e63ed544_1521-510-IndReviewResponse
: Yes. Response Date: 9/14/2023 (See Sheet 8) Precast Base Shoulder or Roadway Pavement Back Fill
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/521-510-indreviewresponse.pdf?sfvrsn=73695e93_12024FDMPart9
surfaces for automated machine guidance (AMG) milling and pavement operations are anticipated. • When, Slopes (e.g., pavement, shoulder surfaces, sidewalks, bridge decks) - as a decimal part of a foot, in the Contract Plans Set in the following order: (1) Roadway (2) Signing and Pavement Marking (3, of design constraints or problems (6) Document off-site and pavement drainage constraints, Plans Set Signing and Pavement Marking Plans P C F Signalization Plans P C F Intelligent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdmpart9.pdf?sfvrsn=d4360b6c_1E8U77BidTabs
linear feet of existing asphalt pavement, at approximately MP 308.00 on Florida's Turnpike (SR 91
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2023/sep12/e8u77bidtabs.pdf?sfvrsn=f36afeee_1102-607
the pavement. Vehicle mounted changeable message signs 2. Mount vehicle-mounted signs with the bottom
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-607.pdf?sfvrsn=5ddc2295_1430-001
1 0 / 3 / 2 0 2 3 1 1 : 4 0 : 2 6 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX H Edge of Pavement Edge of Shoulder Endwall Edge of Shoulder Edge of Pavement Normal Slope Variable Front Slope Drainage Pipe O f f s e t D i t c h Ditch Bottom Ditch Bottom Ditch Bottom Edge of Pavement Edge of Shoulder Endwall Endwall Drainage Pipe Edge of Shoulder Edge of Pavement Normal Slope Variable Front
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/430-001.pdf?sfvrsn=1c23e5e3_1591-001
Base Pavement M i n i m u m D e p t h Coated Conductive Tape 1 0 " - 1 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/591-001.pdf?sfvrsn=3c6035c5_1509-100
Warning Sign. The Distance Is Measured Along Right Edge Of Pavement 18" 3 0 " for specific
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/509-100.pdf?sfvrsn=5ea76645_1521-630
a r i e s Index 400-091 - Approach Slabs (Rigid Pavement Approaches) Index 400-090 - Approach Slabs (Flexible Pavement Approaches) wall at approach slabs: 10. The following Indexes contain, Back of Shoulder Barrier (Typ.) 2" Cover Shoulder Barrier Roadway Pavement Shoulder or Subbase, o t e 2 ) S l o p e V a r i e s Roadway Pavement Shoulder or " Max.) ƀ " Min. ~ 2 ƀ
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-630.pdf?sfvrsn=88239865_1