7241 search results for Pavement
456060-1_Marketing_Meeting_Announcement_2025-09-22
Replacement Milling and Resurfacing Pavement Only Low Bid Design-Build in Pinellas County. The intent, and pavement markings that will be impacted by the milling and resurfacing. Other improvements, - Signing, Pavement Marking & Channelization o 8.1 - Control Surveying o 8.2 - Design, Right of Way
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd7/456060-1_marketing_meeting_announcement_2025-09-22.pdf?sfvrsn=6d1f95aa_1RTOC
Index Title Miscellaneous Bituminous Treatments, Surface Courses, and Concrete Pavement 000-510 Superelevation Transitions - High Speed Roadways Concrete Pavement 000-511 Superelevation Transitions, Pavement Joints General Construction Operations 353-001 Concrete Slab Replacement Maintenance of Traffic 370-001 Bridge Approach Expansion Joint - Concrete Pavement with Special Select Soil Base, Adjustments thru Existing Pavement 425-080 Utility Conflicts thru Drainage Structures 141-T01
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/rtoc.pdf?sfvrsn=b0d2649d_120231127_450946-1_SR A1A_79080
crack to the base. EOP = Edge of Pavement Crack Extent: L= Light; M= Moderate; S= Severe Pavement, edge of lane (ft) Lane Wheel Path Pavement Layer (in.) Base State of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET 450946-1 Elipsis Engineering, depth crack to the base. EOP = Edge of Pavement Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types: A= Alligator; Bl= Block; Br= Branch SL= Single
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/79/20231127_450946-1_sr-a1a_79080.pdf?sfvrsn=2090d408_1Staff Directory
Lighting, Fencing, and Roadside SafetyPhone: (850) 414-4313 Ryan Gray Pavement Markings, Tubular, and State Pavement Design EngineerPhone: (850) 414-4783 Sean Masters, P.E. Special Projects, Pavement Design, Design ExceptionsPhone: (850) 414-4320 Landscape Architect Program Vacant
https://www.fdot.gov/roadway/staffdirectory.shtmFSTMs By Number
and Flexible Pavement Components PDF-441KB FM 1-T 238 Density of Soils and Bituminous, PDF-100KB FM 5-509 Measurement of Pavement Smoothness with the 15-Foot Rolling and Manual, 5-526 Dynamic Pavement Deflection Measurements PDF-140KB FM 5-527, PDF-13KB FM 5-541 Field Evaluation of Pavement Marking Materials PDF-682KB, Measuring Pavement Longitudinal Profiles Using a High-Speed Inertial Profiler
https://www.fdot.gov/materials/administration/resources/library/publications/fstm/bynumber.shtmFSTMs By Test Type
of Anti-Strip Additives PDF-99.54KB FM 5-509 Measurement of Pavement Smoothness with the 15-foot, Asphalt Pavement Layers PDF-278KB FM 5-624 Re-emulsification of Asphalt Emulsions PDF-393KB Concrete FM, with Concrete by Slant Shear PDF-35KB FM 5-596 Probing Concrete Pavement for Thickness Determination PDF-170KB FM 5-602 Testing Specimens of Concrete Pavement Joint Sealant for Adhesive Strength PDF-313KB, Nonrepetitive Static Plate Load of Soils and Flexible Pavement Components PDF-441KB FM 5-516 Determining Low
https://www.fdot.gov/materials/administration/resources/library/publications/fstm/bytesttype.shtm20251113_ 447653-2_SR-70_94030
12/08/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 04, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK ------ PMT RUT CROSS NO. POST VFY LN P --TOP ------- PAVEMENT LAYER ------ LNGTH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/94/20251113_-447653-2_sr-70_94030.pdf?sfvrsn=3717c533_1E52E8
pavement marking restoration. Experience: For this Contract the Contractor is required to have, 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 103,210.000 0337- 7- 25 ASPHALT, " SINUSOIDAL GM 13.830 0660- 2-102 LOOP ASSEMBLY, F&I, TYPE B AS 4.000 0706- 1- 3 RAISED PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2026/feb03/e52e8.pdf?sfvrsn=58910c84_11200503-724origind
, curb and gutter, etc., excavated in the removal of existing pavements, and dispose of them outside, pavement or base construction in order to provide support for the edges. Maintain all earthwork, the earthwork to match adjacent pavement, curb, sidewalk, structures, etc. 3.Shape the bottom, of base or pavement, shape the entire roadbed (shoulder point to shoulder point) to within 0.1 foot above
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/1200503-724origind.pdf?sfvrsn=30cb7f12_1D5-09-03-25BSN
Road Name: PAVEMENT MARKINGS Limits: Midpoint Project(s): 44410017224(*) Federal Aid No: N/A Total, . Intent: The work under this Contract consists of removal and installation of pavement markings and reflective pavement markers on Department maintained facilities on an as-needed basis. Experience, in the performance of Pavement Markings, or the Project Superintendent must have at least three (3) years, of prequalification with the Department in "Pavement Markings" will suffice to meet the above requirements. Note
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/sep03/d5-09-03-25bsn.pdf?sfvrsn=73981c9f_12026 FDM Complete
on the element of design. Lanes Auxiliary Lane: The designated widths of roadway pavement marked, of a roadway which has been designated by striping and special pavement markings for use by bicyclists, the existing pavement cross slopes are not intentionally modified or changed (i.e., applicable, curvature and grade. Roadway Roadways consist of prepared surfaces (asphalt or concrete pavement, for pavement design on this project. I hereby attest that these have been developed in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026-fdm-complete.pdf?sfvrsn=d620b4ad_10E54B3
: The Improvements under this Contract consist of pavement milling and resurfacing, modification of existing, due to the pavement resurfacing on State Road A1A from MP 26.162 to MP 30.162, approximately 4 miles, EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 106,308.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 17,688.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY, - MISCELLANEOUS ASPHALT PAVEMENT TN 3.600 0425- 1-355 INLETS, CURB, TYPE P-5, PARTIAL EA 1.000 0425
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2023/oct03/e54b3.pdf?sfvrsn=727dad6d_2September 13, 2023
Important Letting Documents Full 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 T6413 Miami-Dade New Interchange Ramp 1, 2, 3, 4, 5 T2941 Nassau Resurfacing 1 T2942 Levy Resurfacing 1, 2 T3788 Walton Bridge Replacement 1, 2 T3875 Jackson Resurfacing 1 T3886 Dist/St-Wide Safety Project/Rumble Strips/Pavement Markings 1 T4664 Broward
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/contracts-co-lettings-2023/6d91852f-a463-4b12-945b-19f206ea19dfE3W88
improvements, signing and pavement marking, replacement of traffic monitoring sensors and loops, BORROW EXCAVATION, TRUCK MEASURE CY 587.400 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 35,787.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 152.000 0327- 70- 16 MILLING EXISTING ASPHALT PAVEMENT, 1/2" AVG DEPTH SY 16,450.000 0334- 1- 52 SUPERPAVE ASPHALTIC, PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 5.212 0710- 11-201 PAINTED PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2023/nov09/e3w88.pdf?sfvrsn=1e2e943c_120230518_448785-1_SR 404_70004
" indicates full depth crack to the base. EOP = Edge of Pavement In lieu of MP for Ramp Cores, Location Distance Measured in Feet from Ramp Gore Crack Extent: L= Light; M= Moderate; S= Severe Pavement, Path Pavement Layer (in.) State of Florida Department of Transportation PAVEMENT EVALUATION, depth crack to the base. EOP = Edge of Pavement In lieu of MP for Ramp Cores, Location Distance Measured in Feet from Ramp Gore Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/70/20230518_448785-1_sr-404_70004.pdf?sfvrsn=a7c9e689_1E4W69
of , but are not limited to, pavement reconstruction, milling and resurfacing, ADA- features improvements, mid-block crossings, traffic calming features, signing and pavement markings, signalization, lighting, MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 20,872.000 0327- 70- 34 MILLING EXISTING ASPHALT PAVEMENT, 8" AVG DEPTH SY 349.000 0334- 1- 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN 65.600 0337
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2023/dec01/e4w69.pdf?sfvrsn=231dc1c9_1E21F5-RFP-Addendum01Summary-12-8-23
Page 1 of 1 SR 212 (Beach Blvd.) from Cedar Swamp Creek to Brougham Avenue Drainage Improvements Duval County, Florida Financial Project Number(s): 432849-1-52-01 & 432849-1-52-02 Federal Aid Project Number(s): D221-013-B Contract Number: E21F5 Addendum #1 – December 8, 2023 RFP Revisions: Page Revision 5 Removed language related to exotic plants. 6-7 Updated Schedule of Events. 34 Removed pavement marking eradication language. 34-35 Removed detour design language. Bid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/design-build/e21f5/e21f5-rfp-addendum01summary-12-8-23.pdf?sfvrsn=9931d77d_120231030_450890-1_SR 37_16250
450890-1 Polk SR No.: Paved Roadway ID: 16250000 Overall Pavement Condition (from DMO field review): Fair Lawn Curb & Gutter (Y/N): Y Other: CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) BASE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County, 450890-1 Polk SR No.: Paved Roadway ID: 16250000 Overall Pavement Condition (from DMO field review): Fair Lawn Curb & Gutter (Y/N): Y Other: CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) BASE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20231030_450890-1_sr-37_16250.pdf?sfvrsn=a0e5c31d_1E21L1-R0
, curb and gutter, ditch pavement, ADA ramps, etc., as listed in the bid items within the state, - MISCELLANEOUS ASPHALT PAVEMENT TN 5.000 0425- 1-205 INLETS, CURB, TYPE 9, PARTIAL EA 1.000 0425, AND DRIVEWAYS, 6" THICK SY 500.000 0524- 1- 4 CONCRETE DITCH PAVEMENT, NON REINFORCED, 6" SY 120.000 0524- 1- 49 CONCRETE DITCH PAVEMENT, 6", REINFORCED SY 55.000 0527- 2- DETECTABLE WARNINGS SF 20.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2024/jan17/e21l1-r0d52169cf78fd4bd88c7ad47d2f4fedc7.pdf?sfvrsn=79dc22d0_1E21C3-R0
, sidewalks, driveways, curb and gutter, ditch pavement, ADA ramps etc., as listed in the bid items within, 25.000 0120- 2- 2 BORROW EXCAVATION, TRUCK MEASURE CY 30.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN, 0522- 2- CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 200.000 0524- 1- 4 CONCRETE DITCH PAVEMENT, NON REINFORCED, 6" SY 200.000 0524- 1- 49 CONCRETE DITCH PAVEMENT, 6", REINFORCED SY 20.000 0527- 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2024/feb15/e21c3-r0.pdf?sfvrsn=b6c2c4f0_1