7243 search results for Pavement
Special Provisions Archive
. SP3270100 MILLING OF EXISTING ASPHALT PAVEMENT(REV 8-31-99) (FA 2-14-00) (7-20) When the Plans, yards", etc. (Insert Information Required) SP3270200 MILLING OF EXISTING ASPHALT PAVEMENT, OF EXISTING ASPHALT PAVEMENT(REV 12-16-19) (FA 12-30-19) (7-20) Use with approval from the District, 2-22-18) (7-20) Use on all interstate and limited access asphalt pavement roadway projects. SP3500200 CEMENT CONCRETE PAVEMENT (COLORED CONCRETE)(REV 5-11-16) (FA 5-12-16) (7-20) Jobs with Colored
https://www.fdot.gov/specifications/special-provisions-archive44927515201-PLANS-02-SIGNINGMARKING-PHIV (1)
AND SEALED BY THIS ITEM HAS BEEN DIGITALLY SIGNALIZATION SIGNING AND PAVEMENT MARKING ROADWAY https, MANAGER: PAVEMENT MARKING PLANS INDEX OF SIGNING AND ENGINEER OF RECORD: PAVEMENT MARKING PLANS, AND PAVEMENT MARKING PLANS FINANCIAL PROJECT ID 449275-1-52-01 POLK COUNTY (16180) STATE ROAD, AND PAVEMENT MARKING PLANS S-3 - S-30 STATE OF � � � No 72029 E S N E C I L L A E R N O M, (TYP.) BEGIN SIGNING AND PAVEMENT MARKINGS NORTHBOUND STA. 222+00.00 (MATCH EXIST. MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25136/44927515201-plans-02-signingmarking-phiv-(1).pdf?sfvrsn=fa92537b_12026FDM120DsnSubmtls
of Requests and Contacts Sheet 1 of 2 A) Planning Request pavement design (18 Kip ESAL) Request, design Notification that projects include milling Signing & pavement marking plans (Phase I, II, ) Geotechnical Request pavement design soil information Request roadway soil survey Soils data Request, material selection Request pavement composition and milling recommendations Review if any changes, review Stormwater Runoff Control Concept F) Maintenance Pavement design comments Phase I Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm120dsnsubmtls.pdf?sfvrsn=8428d756_7Historical Item Averages Market Area 12
279,203.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 7 $27.62 $638,201.02 23,110.400 CY N, $10,490.00 2,098.000 EA N TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D 0102 89 1 14, ASPHALT PAVEMENT, 1" AVG DEPTH 0327 70 3 1 $5.01 $102,254.10 20,410.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 4 1/2" AVG DEPTH 0327 70 4 4 $3.79 $103,075.63 27,215.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 0327 70 5 7 $3.60 $1,199,609.25 333,505.000 SY N MILLING EXISTING ASPHALT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-12.pdf?sfvrsn=39c752de_5District 1 Draft Tentative WP FY27-31
of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029 2030 2031 Construction, COUNTY LINE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029 2030 2031, of Work: FLEXIBLE PAVEMENT RECONSTRUCT. Phase Funding Source 2027 2028 2029 2030 2031 Environmental, $881,900 451274-1 - SR29 FROM N OF BRIDGE #030307 TO S OF BRIDGE #030299 Type of Work: PAVEMENT ONLY, of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029 2030 2031 Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/district-1-dtwp-fy-27-31/district-1-draft-tentative-wp-fy27-31.pdf?sfvrsn=ac026c41_1Scope_of_Services_Stage_I _01192024_Ad_25121
19 SIGNING AND PAVEMENT MARKING ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... 39 20 SIGNING AND PAVEMENT MARKING PLANS, FPID: 453559-1-32-01 452793-1-32-01 o 7.1 - Signing, Pavement Marking and Channelization o 7.2, . Pavement Designs: Number of Pavement Designs: TBD [List number of anticipated pavement designs on this project ] Pavement Type Selection Report(s): N/A Cross-Slope Correction: TBD Access Management
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25121/scope_of_services_stage_i-_01192024_ad_25121.pdf?sfvrsn=8df19963_144893815201-DrainageReportTechMemo
pavement in Basins 2, Basin 3 and the 0.04 acres of untreated miscellaneous asphalt located adjacent, at the headwalls on the north and south side. Concrete ditch pavement will be placed along with rip rap, . These flumes will be connected to the existing ditches with sections of ditch pavement. Appendix, - Median Shoulders Melissa, I would agree that treatment should not be needed for the misc pavement, on of the pond on the south side. The misc pavement shouldn’t require treatment and we would just need
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-drainagereporttechmemo.pdf?sfvrsn=ac09d94_1Special Provisions
in the Plans. SP3270100 MILLING OF EXISTING ASPHALT PAVEMENT - STOCKPILING(REV 8-17-22) (FA 2-14-00) (FY, ASPHALT PAVEMENT - EQUIPMENT(REV 12-1-93) (FY 2025-26) Use when requested by the district Construction Engineer. SP3270301 MILLING OF EXISTING ASPHALT PAVEMENT - STRUCTURAL PAVE BACK(REV 8-17-22) (FA, CEMENT CONCRETE PAVEMENT (COLORED CONCRETE)(REV 5-11-16) (FA 5-12-16) (FY 2025-26) Use when, . SP3270100 MILLING OF EXISTING ASPHALT PAVEMENT - STOCKPILING(REV 8-17-22) (FA 2-14-00) (FY
https://www.fdot.gov/specifications/special-provisions2024 WP Project Summary_D4
to eight. Work includes pavement widening, reconstruction, and milling and resurfacing. The project goes, the number of travel lanes from s i x t o t e n . Work includes pavement widening, reconstruction, the number of travel lanes from six to ten. Work includes pavement widening, reconstruction, milling, lanes from six to ten. Work includes pavement widening, reconstruction, and milling and resurfacing, . The widening will increase the number of travel lanes from six to ten. Work includes pavement widening
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/turnpike-work-program-summaries/2024-wp-project-summary_d4.pdf?sfvrsn=cd283ae9_1FGB Sub-Committee Meetings - February 2025 - Chapter 5, 10, 18
their own pavement design standards for different road types. Florida Greenbook Subcommittee, with Andy—Miami-Dade and Broward Counties follow their own pavement design standards. Signing and pavement marking references are typically taken from the standard index. • Nina Sickler, on different pavement marking colors (e.g., green vs. red paint). • Derwood : o Plans to collaborate, and pavement markings. o Ambiguities in the MUTCD should be addressed (e.g., whether shoulders can
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/fgb-sub-committee-meetings---february-2025---chapter-5-10-18.pdf?sfvrsn=57fae3ea_1000-525
' Shoulder Pavement 4' Shoulder Pavement 6' 10' Shoulder Pavt. 8' Shoulder Pavement 12' 6 ' 4 ' 2' Shoulder Pavement 4 ' 1 2 ' 3 . 5 ' 360' 1 0 ' 4 ' 3 . 5 ' Shoulder Gutter 4 ' Shoulder Slope Break Shoulder Slope Break Concrete Pavement Or Flexible Pavement R a m p W i d t h V a r i e s 8' Shoulder Pavement Shoulder Slope Break P a v t . T y p, ' Shoulder Pavement 10' Shoulder Pavement 2 ' 8 ' 1 0 ' S h o u l d e r P a v e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/000-525.pdf?sfvrsn=414fc74f_2Earthwork 2025 Spring CA
/programmanagement/specs.shtm Florida Department of Transportation Two Types of Pavement System Flexible Pavement Asphalt D e c r e a s i n g S t i f f n e s s Rigid Pavement Florida Department of Transportation Two Types of Pavement System Details Standard Plans, Index 120-001 – Embankment Utilization Sheet 1 – Flexible Pavement Sheet 2 – Rigid Pavement, Asphalt Base Option Sheet 3 – Rigid Pavement, Special Select Soil Option www. fdot.gov/design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/earthwork-2025-spring-ca.pdf?sfvrsn=ab325a92_1Earthwork 2025 Fall CA
/programmanagement/specs.shtm Florida Department of Transportation Two Types of Pavement System Flexible Pavement Asphalt D e c r e a s i n g S t i f f n e s s Rigid Pavement Florida Department of Transportation Two Types of Pavement System Details Standard Plans, Index 120-001 – Embankment Utilization Sheet 1 – Flexible Pavement Sheet 2 – Rigid Pavement, Asphalt Base Option Sheet 3 – Rigid Pavement, Special Select Soil Option www. fdot.gov/design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/earthwork-2025-fall-ca.pdf?sfvrsn=912c1fb5_1PublicHearing_BREVARD COUNTY_Summary
5(US1)DIXIE HW Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2026 2027 2028, : PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2026 2027 2028 2029 2030 Construction State, 450626-1 - SR-406 FROM I-95 TO FORRELL AVE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding, 450627-1 - SR A1A FROM OAK ST TO US-192 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding, of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2026 2027 2028 2029 2030 Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_brevard-county_summary1380a83e-07aa-4b89-926e-68989d0d156d.pdf?sfvrsn=9048fda_2drainagemanual2025
ditches to be used in determination of base clearance, and cited pavement design manuals when, inlets, flumes, or embankment protection when pavement runoff is sufficient to cause erosion, .................................................................3-14 3.9 Pavement Hydraulics, . 2 Theoretical Gutter elevation is 0.13-ft below the Edge of Pavement (EOP) for Type E and Type F, when it leaves the pavement (including driveways) Utilize curb inlet types 1-4 to the maximum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagemanual2025.pdf?sfvrsn=8cd9b5d4_8The Harbor At Lake Henry - FDOT Set 12-20-22 - Signed
LINE EXISTING ROAD CENTERLINE EXISTING EDGE OF PAVEMENT EXISTING 1-FT CONTOUR EXISTING 5-FT CONTOUR, MAIN LIMITS OF PAVEMENT 1.5" MILLING LIMITS OF PAVEMENT DEMOLITION 132 130 X X X 12 WL DEMO, ' LEGEND: EXISTING PROPERTY LINE EXISTING ROAD CENTERLINE EXISTING EDGE OF PAVEMENT EXISTING, LOCATION OF EXISTING 12" WATER MAIN LIMITS OF PAVEMENT 1.5" MILLING LIMITS OF PAVEMENT, OF PAVEMENT EXISTING 1-FT CONTOUR EXISTING 5-FT CONTOUR EXISTING SPOT ELEVATION EXISTING FENCE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/the-harbor-at-lake-henry---fdot-set-12-20-22---signed.pdf?sfvrsn=bfd0b0ca_1AD2512~2
2.7 Signing and Pavement Markings (Activities 19 & 20, 4.2 Pavement Type Selection Report (N, 4.3 Pavement Design Package, ............................................................................................ 58 19 SIGNING AND PAVEMENT MARKING ANALYSIS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25120/ad2512-2.pdf?sfvrsn=2ff6c151_16950000-724origind
of the sensor on the pavement and routes for lead-in cables. Do not allow the saw cut in the pavement, in the roadway or paved shoulder to monitor pavement temperature. Ensure that the sensor provides, . Install a temperature sensor in the roadway or paved shoulder to monitor pavement temperature, the unencapsulated piezoelectric Weigh-In-Motion sensor (Class I) by sawing a slot into the pavement perpendicular, to the edge of the pavement shoulder. Suspend the sensor within the slot with jigs. Prepare
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/6950000-724origind.pdf?sfvrsn=3e61addf_1536-001FHWAApproved
. MISCELLANEOUS ASPHALT PAVEMENT: Install Miscellaneous Asphalt Pavement where indicated, .) Midspan Panel Panel W-Beam Lap Splice (Typ.) Midspan Panel Pavement Asphalt 2" Misc. (Timber, (Timber Shown) Standard Post (Typ.) Pavement Asphalt 2" Misc. (Timber Shown) Standard Post, : Do not place any permanent aboveground substituted with a different pavement type where called for in the Plans. The 2" Misc. Asphalt Pavement shown upstream of Post (1) may be corresponding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/536-001fhwaapproved.pdf?sfvrsn=be98770a_144728715201-PLANS-02-SIGNING&MARKINGS
AND PAVEMENT MARKING ROADWAY LOCATION OF PROJECT STATE OF � � � No 44016 E S N E C I L E, CONTRACT NO. CONSTRUCTION NO. SHEET YEAR FISCAL 26 CITY LAKE SIGNING AND PAVEMENT MARKING PLANS, Plans for Road and SHEET DESCRIPTION SHEET NO. PAVEMENT MARKING PLANS INDEX OF SIGNING AND CONTRACT PLANS COMPONENTS JEFFREY M. JONES, P.E. FDOT PROJECT MANAGER: ENGINEER OF RECORD: PAVEMENT, & PAVEMENT MARKING PLAN S-2 - S-15 KEY SHEET S-1 U U U S D U 615 616 617 618 619 620 L I T T E
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44728715201-plans-02-signing-markings.pdf?sfvrsn=6c043f9e_1