7444 search results for Pavement

RStandardPlansFY2026-27

Miscellaneous Bituminous Treatments, Surface Courses, and Concrete Pavement 000-510 Superelevation Transitions - High Speed Roadways Concrete Pavement 000-511 Superelevation Transitions - Low Speed Roadways 330-001 Paved and Graded Driveways 000-525 Ramp Terminals 350-001 Concrete Pavement Joints General, Approach Expansion Joint - Concrete Pavement with Special Select Soil Base 102-100 Temporary Barrier, Pavement 425-080 Utility Conflicts thru Drainage Structures 141-T01 Settlement Plate 425-090

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/rstandardplansfy2026-27.pdf?sfvrsn=c7ca56e3_2

RStandardPlansFY2026-27

Miscellaneous Bituminous Treatments, Surface Courses, and Concrete Pavement 000-510 Superelevation Transitions - High Speed Roadways Concrete Pavement 000-511 Superelevation Transitions - Low Speed Roadways 330-001 Paved and Graded Driveways 000-525 Ramp Terminals 350-001 Concrete Pavement Joints General, Approach Expansion Joint - Concrete Pavement with Special Select Soil Base 102-100 Temporary Barrier, Pavement 425-080 Utility Conflicts thru Drainage Structures 141-T01 Settlement Plate 425-090

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/rstandardplansfy2026-27.pdf?sfvrsn=8044ec98_4

RStandardPlansFY2026-27

Miscellaneous Bituminous Treatments, Surface Courses, and Concrete Pavement 000-510 Superelevation Transitions - High Speed Roadways Concrete Pavement 000-511 Superelevation Transitions - Low Speed Roadways 330-001 Paved and Graded Driveways 000-525 Ramp Terminals 350-001 Concrete Pavement Joints General, Approach Expansion Joint - Concrete Pavement with Special Select Soil Base 102-100 Temporary Barrier, Pavement 425-080 Utility Conflicts thru Drainage Structures 141-T01 Settlement Plate 425-090

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/rstandardplansfy2026-27.pdf?sfvrsn=e1d31d6e_2

102-110

and Anchored Units or when completely fill the remaining holes in the flexible pavement with hot, , in accordance with Specification 926. If a flexible pavement is present and is to remain, in bridge decks, approach slabs and roadway rigid pavements that are to remain with Magnesium Ammonium Phosphate, or Rigid Pavement Bridge Deck, Approach TYPICAL SECTION Traffic Railings, see Sheet 6 Traffic Side, H e i g h t T a p e Barrier Unit or Roadway Rigid Pavement Bridge Deck, Approach Slab

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-110.pdf?sfvrsn=931df58b_1

102-110

and Anchored Units or when completely fill the remaining holes in the flexible pavement with hot, , in accordance with Specification 926. If a flexible pavement is present and is to remain, in bridge decks, approach slabs and roadway rigid pavements that are to remain with Magnesium Ammonium Phosphate, or Rigid Pavement Bridge Deck, Approach TYPICAL SECTION Traffic Railings, see Sheet 6 Traffic Side, H e i g h t T a p e Barrier Unit or Roadway Rigid Pavement Bridge Deck, Approach Slab

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-110.pdf?sfvrsn=2824b324_2

Webinar 2 Traffic Forecasting 11.12.24

of existing facilities; reconstructed pavements PROJECT TRAFFIC  Amount of traffic expected to pass,  Percent Trucks  Amount of Trucks (Heavy Vehicles) Using Roadway  Pavement design  Capacity, = 24T&B/2 = 6.62/2 = 3.31 DH3 = 24H/2 = 4.31/2 = 2.15 DH2 = 24M/2 = 2.31/2 =1.16 For pavement, Axle Load (ESAL)  Pavement Design  New construction  Resurfacing, Reconstruction, of loads  Distribution of traffic across the pavement  Vehicle speed  Equivalent single axle loads

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/systems-management/training/access-management/sam-and-tsi-webinar-series/sam-and-tsi-2024-25/webinar-2-traffic-forecasting-11-12-24.pdf?sfvrsn=cef400a2_1

102-110

and Anchored Units or when completely fill the remaining holes in the flexible pavement with hot, , in accordance with Specification 926. If a flexible pavement is present and is to remain, in bridge decks, approach slabs and roadway rigid pavements that are to remain with Magnesium Ammonium Phosphate, CONCRETE BARRIER SYSTEM 11/01/23 SIDE TRAFFIC if Present Asphalt Overlay Slab or Rigid Pavement, g h t T a p e Barrier Unit or Roadway Rigid Pavement Bridge Deck, Approach Slab NOTE:Wrap

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/102-110.pdf?sfvrsn=618668f7_1

rstandardplansfy2023-24e4

Edge Of Pavement ITS Intelligent Transportation Systems Auxil. Auxiliary EA or Ea. Each, Galvanized Steel ----------------- U ----------------- NHW Normal High Water RPM Raised Pavement Markers UL, ----------------- Pavt. Pavement sq Square Yd. Yard PBR Pedestrian/Bicycle Railing Sq. Ft., SF, sf, Miscellaneous Bituminous Treatments, Surface Courses, and Concrete Pavement 000-510 Superelevation Transitions - High Speed Roadways Concrete Pavement 000-511 Superelevation Transitions - Low Speed

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/rstandardplansfy2023-24e4.pdf?sfvrsn=9bc213e4_2

rstandardplansfy2023-24e5

Edge Of Pavement ITS Intelligent Transportation Systems Auxil. Auxiliary EA or Ea. Each, Galvanized Steel ----------------- U ----------------- NHW Normal High Water RPM Raised Pavement Markers UL, ----------------- Pavt. Pavement sq Square Yd. Yard PBR Pedestrian/Bicycle Railing Sq. Ft., SF, sf, Miscellaneous Bituminous Treatments, Surface Courses, and Concrete Pavement 000-510 Superelevation Transitions - High Speed Roadways Concrete Pavement 000-511 Superelevation Transitions - Low Speed

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/rstandardplansfy2023-24e5.pdf?sfvrsn=4b258559_1

1200000.FHWA-REVISED

. For all other bases and rigid pavement, consider the finished grading template as the finished shoulder and slope lines and bottom of completed base or rigid pavement. For pond and ditches, , curb and gutter, etc., excavated in the removal of existing pavements, and dispose of them outside, embankments of acceptable material including reclaimed asphalt pavement (RAP), reclaimed concrete, . Forconstruction of mainline pavement lanes, turn lanes, ramps, parking lots, concrete box culverts

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

September 27, 2023

Important Letting Documents 60 Day Advertisement 30 Day Advertisement Bid Items DBE Availability Fuel Allocations Work Class Breakouts Plan & Proposal Holders Mandatory Pre-Bid Meeting Attendance Supplements Proposal ID County Major Work Type Addendum T4570 St. Lucie Add Lanes & Reconstruct/Milling & Resurfacing/Box Culvert/Drainage Improvements 1 T1871 Districtwide Signing / Pavement Markings T1880 WITHDRAWN T2943 Duval Resurfacing T2944 Duval Intersection Improvement / Milling

https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/contracts-co-lettings-2023/3a8070fc-ba64-4daa-800c-55083419cc23

E4X15

, work zone), pavement markings (tubular marker, raised marker, object marker, detectable, paver, 15 SY 200.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 400.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1,500.000 0334- 1- 13 SUPERPAVE ASPHALTIC, TN 70.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 40.000 0400- 0- 11 CONCRETE CLASS NS

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2023/dec01/e4x15.pdf?sfvrsn=57705752_1

E8U69

at the West Palm Beach Service Plaza (MP94) in Palm Beach County. Pavement widening on SR 91 northbound, lighting, signing and pavement markings, drainage and stormwater management system, and ITS, PAVEMENT (44262515201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE (44262515201) LS, EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 3,024.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 1,252.000 0327- 70- 20 MILLING EXISTING ASPHALT PAVEMENT, 3 3/4" AVG DEPTH SY

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/feb13/e8u69.pdf?sfvrsn=dd3c0799_1

E50F5

- MAINTENANCE OF TRAFFIC (44316915201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT, ARROW PANEL ED 150.000 0102- 78- 1 TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA, PAVEMENT, 3 1/2" AVG DEPTH SY 25,097.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/jan04/e50f5.pdf?sfvrsn=406828a_1

E53C3Addenda001

 Florida Department of Transportation RON DESANTIS GOVERNOR 719 South Woodland Boulevard DeLand, FL 32720-6834 JARED W. PERDUE, P.E. SECRETARY Improve Safety, Enhance Mobility, Inspire Innovation www.fdot.gov December 1, 2023 ADDENDUM NO. 1 To: PROSPECTIVE BIDDERS AND PLAN HOLDERS FINANCIAL PROJECT NUMBER: 444100-1-72-08 CONTRACT NUMBER: E53C3-R0 COUNTY: Volusia DESCRIPTION: Pavement Markings LETTING DATE CHANGE The letting date for this proposal has been moved to January 4

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/jan04/e53c3addenda001.pdf?sfvrsn=e0e58627_1

E53C3Addenda002

 Florida Department of Transportation RON DESANTIS GOVERNOR 719 South Woodland Boulevard DeLand, FL 32720-6834 JARED W. PERDUE, P.E. SECRETARY Improve Safety, Enhance Mobility, Inspire Innovation www.fdot.gov December 5, 2023 ADDENDUM NO. 2 To: PROSPECTIVE BIDDERS AND PLAN HOLDERS FINANCIAL PROJECT NUMBER: 444100-1-72-08 CONTRACT NUMBER: E53C3-R0 COUNTY: Volusia DESCRIPTION: Pavement Markings PAY ITEM REVISION Pay items have been revised. AMENDMENT NOTIFICATION If you

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/jan04/e53c3addenda002.pdf?sfvrsn=b6d6f392_1

E4X28

), signing (single post, multi-post, panel, work zone), pavement markings (tubular marker, raised, 0285-711- OPTIONAL BASE, BASE GROUP 11 SY 400.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 1,000.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 600.000, C, FC-12.5, PG 76 -22 TN 50.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 50.000 0400- 0- 11

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/feb04/e4x28.pdf?sfvrsn=1cb2baac_1

E1W74-R0

SHOULDER, UP TO 24" BEYOND PAVEMENT LF 45,000.000 Page 15 Bid Solicitation Notice - Proposal Item

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/feb15/e1w74-r0.pdf?sfvrsn=5d335683_1

E1W73-R0

E577- 71- BLADING PAVED SHOULDER, UP TO 24" BEYOND PAVEMENT LF 21,778.000 Page 14 Bid

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/feb15/e1w73-r0.pdf?sfvrsn=5161d6d2_1

E21H8

, reflective pavement markers (RPM's) and Maintenance of Traffic (MOT) in various locations

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2024/feb15/e21h8.pdf?sfvrsn=56bf3ad1_1
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