7241 search results for Pavement
SS9710000
for pavement markings shall meet the following performance requirements. Theinitialdaytime, , creating night visibility of the pavement markings without altering day visibility of the marking, and ready mixed. Upon curing, these materials shall produce an adherent, reflective pavement marking, 50 mg per plate. 971-3.3.3 R e t r o r e f l e c t i v i t y : T h e white and yellow pavement, . The retroreflectance of the white and yellow pavement markings at the end of the six month
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss971000025e8f832f06c49e086123c705459ebf6.pdf?sfvrsn=411c12ed_0SS9710000
for pavement markings shall meet the following performance requirements. Theinitialdaytime, , creating night visibility of the pavement markings without altering day visibility of the marking, and ready mixed. Upon curing, these materials shall produce an adherent, reflective pavement marking, 50 mg per plate. 971-3.3.3 R e t r o r e f l e c t i v i t y : T h e white and yellow pavement, . The retroreflectance of the white and yellow pavement markings at the end of the six month
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9710000.pdf?sfvrsn=5f2866e4_01-20 eBook_SS_DS
............................................................................................................ 205 175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 228 283 Reclaimed Asphalt Pavement Base, , AND CONCRETE PAVEMENT 300 Prime and Tack Coats, ............................................ 256 327 Milling of Existing Asphalt Pavement, Asphalt Pavement .......................................................................... 310 339
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/ebook/1-20-ebook_ss_ds.pdf?sfvrsn=febfed70_21-20 eBook
............................................................................................................ 205 175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 228 283 Reclaimed Asphalt Pavement Base, , AND CONCRETE PAVEMENT 300 Prime and Tack Coats, ............................................ 256 327 Milling of Existing Asphalt Pavement, Asphalt Pavement .......................................................................... 310 339
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/ebook/1-20-ebook.pdf?sfvrsn=e3eca19a_2July2022eBook-FINAL(signed copy)
7 5 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 233 283 Reclaimed Asphalt Pavement Base, , AND CONCRETE PAVEMENT 300 Prime and Tack Coats, .............................................. 261 3 2 7 Milling of Existing Asphalt Pavement, 3 3 8 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/ebook/july2022ebook-final(signed-copy).pdf?sfvrsn=6460faaf_2July2022eBook
7 5 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 233 283 Reclaimed Asphalt Pavement Base, , AND CONCRETE PAVEMENT 300 Prime and Tack Coats, .............................................. 261 3 2 7 Milling of Existing Asphalt Pavement, 3 3 8 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/ebook/july2022ebook.pdf?sfvrsn=804e3f6_220220203_445212-1_SR 200_36040
= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types: A= Alligator; Bl= Block, . EOP = Edge of Pavement SR 200 16.652 Core No. MP Distance from left edge of lane (ft) Lane Wheel Path Pavement Layer (in.) Base State of Florida Department of Transportation PAVEMENT, Pavement Condition: G= Good; F= Fair; P= Poor Crack Types: A= Alligator; Bl= Block; Br= Branch; SL, of Pavement SR 200 16.652 Core No. MP Distance from left edge of lane (ft) Lane Wheel Path
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/36/20220203_445212-1_sr-200_36040.pdf?sfvrsn=3bd2871a_2E21F6-R0Addenda001
/ replacement of highway signing, installation / removal of thermoplastic or paint pavement markings, messages, and symbols, raised retro-reflective pavement markers, delineators, fence type B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2023/sep13/e21f6-r0addenda001.pdf?sfvrsn=958be0e8_1102-100
:10 or Flatter Asphalt Pad Pavement or Flexible or Rigid Pavement/Asphalt Width Setback Distance, Distance Edge of Travel Way Edge of Travel Way Asphalt Pad Pavement or Flexible or Rigid Barrier, CONDITION Free-standing OFFSET LATERAL WIDTH ASPHALT PAVEMENT/ DISTANCE SETBACK 2' Min, for the pavement, bridge deck, or asphalt pad surface within adjacent longitudinal pavement marking. 3, match pre-emergent herbicide is not required. Miscellaneous Asphalt Pavement in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-100.pdf?sfvrsn=c6eb65c5_1711-002
1 0 / 4 / 2 0 2 3 6 : 4 9 : 4 0 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX 6 ' - 0 " STANDARD PAVEMENT MARKING MESSAGE LAYOUTS 2 1 711-002 BICYCLE MARKINGS 11/01/17 3'-4" 6 ' - 0 " 9 ' - 4 " 4 " S p a c e 4 " W h i t e 4 " W h i t e 3'-4" 4 " 4 " 4 " 4 " 6 ' - 0, bicycle markings shall be preformed thermoplastic. 1. All bicycle markings and pavement messages
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/711-002.pdf?sfvrsn=2a7ec04_120230518_446445-1_SR 15 (Monroe Rd.)_77530
of SR No. NB1: Northbound Outside Lane SB1: Southbound Outside Lane CO: Outside of Wheel Path S: Structural Course F: Fair NB2: Northbound Inside Lane SB2: Southbound Inside Lane CW: Confined to Wheel Path ABC: Asphalt Base Course T: Middle Turn Lane N/A: No Base Course Encountered PAVEMENT EVALUATION CORING AND CONDITION DATA Cored by: Geotechnical and Environmental Consultants, Inc, (Y / N): Y Core No. Station Lane W h e e l P a t h Pavement Layer (in.) Base Crack P
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/77/20230518_446445-1_sr-15-(monroe-rd-)_77530.pdf?sfvrsn=1045eb88_1October25, 2023
Districtwide Safety Project / Ground-In-Rumble Striping / Thermoplastic Pavement Markings / RPMs 1, 2, / Ground-In-Rumble Striping / Pavement Markings 1, 2 T4651 Palm Beach Milling & Resurfacing / Drainage
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/contracts-co-lettings-2023/october25-2023524-001FHWAApproved
Ditch 1.5' Deep Pavement Sod b a (25' Min.) Varies DPI Lip (3" Rise) 10'-0" Sodded Ditch, " 3'-0" S o d 2 ' - 0 " S o d 2 ' - 0 " Sod or Ditch Pavement 0 . 5 " Back Slope Front Slope S o d 2 ' - 0 " S o d 2 ' - 0 " Sod or Ditch Pavement 0 . 5 " Back Slope Front Slope 4'-0" Std. 40'-0" Edge of Pavement Edge of Pavement 3 1 524-001 DITCH PAVEMENT AND SODDING 11/01/22 GENERAL NOTES: 6. Install ditch pavement requiring reinforcement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/524-001fhwaapproved.pdf?sfvrsn=618e62b8_1Professional Services (24657)
pavement markings and pedestrian signage. Location #2: SR 944/NW 54 St from NW 32 Ave to NW 29 Ave b/c, emphasis pavement markings & ped signage location #3: SR 944/NW 54 St at NW 22 Ave b/c: 11.6/NPV
E8V00-R0
pavement, rip rap, finish soil layer preparation, sodding, and watering, at various locations, PAVEMENT TN 55.000 0530- 1-100 RIPRAP, SAND-CEMENT BAGS CY 130.000 0530- 3- 4 RIPRAP, RUBBLE, F&I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/jan9/e8v00-r0.pdf?sfvrsn=3afd3530_1E50F1
consist of, but not limited to, signalization, concrete pavement, curb & gutter, sidewalks, ADA ramps, signing & pavement markings, lighting, and ITS at the intersection of SR 15 and Mount Vernon Street, PAVEMENT, 7"SY17.000 0520- 1- 10CONCRETE CURB & GUTTER, TYPE FLF161.000 0522- 2-CONCRETE SIDEWALK, , REMOVEAS6.000 0706- 1- 3RAISED PAVEMENT MARKER, TYPE BEA27.000 0711- 11-124THERMOPLASTIC, STANDARD, " WHITE WITH 4" BLACK CONTRAST FOR CROSSWALK ON CONCRETE PAVEMENT, 32" LF313.000 0711
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/feb06/e50f1.pdf?sfvrsn=857af4e5_1E1W17BidTabs
& resurfacing, drainage improvements, guardrail replacement, pavement reconstruction, curb ramp reconstruction, signing and pavement markings, signalization, and lighting on SR 64 from 9th Street, MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 13,624.000 SY 3.50000 47,684.00 6.20000 84,468.80, EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 31,666.000 SY 3.00000 94,998.00 6.48000 205,195.68 8.70000 275,494.20 0135 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 18,982.000 SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2024/jan18/e1w17bidtabs.pdf?sfvrsn=7368dda2_1FWD_12010_SR45_450726-1_7-2023
Pavement Performance Evaluation Engineer Marlene Hebert, District 1 Pre-Design Coordinator July 24, is representative of the existing pavement system and is hereby recommended for this project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25113/fwd_12010_sr45_450726-1_7-2023.pdf?sfvrsn=dd5ea95f_1Previous Projects
of an Automated Dynamic Cone Penetrometer” for evaluating Soils and Pavement Materials.Performed research, for Pavement Base Material."Contributed to a research study using the Soil Stiffness Gauge.Contributed
https://www.fdot.gov/materials/geotechnical/testpit/previousprojects.shtmE4X56
, panel, work zone), pavement markings (tubular marker, raised marker, object marker, detectable, paver, MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 500.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 300.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 300.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 300.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 300.000 0327- 70- 13 MILLING EXISTING ASPHALT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/jun14/e4x56.pdf?sfvrsn=d8a670c3_1