7241 search results for Pavement
SPI-521-512
for Index 521-510. In Roadway Plans: When using Index 521-512 with asphalt pavement, show shoulder, roadway pavement and Type SP overbuild. Variable thickness Type SP asphalt is paid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-512.pdf?sfvrsn=52b1601c_1SP3270100-i19815
MILLING OF EXISTING ASPHALT PAVEMENT - STOCKPILING. (REV 8-17-22) (FA 2-14-00) (FY 2026-27) ARTICLE 327-1. The third paragraph is deleted and the following substituted: For this Contract, the Department will retain ownership of _____ of the milled material. Haul and stockpile the material to remain the property of the Department at the location shown in the Plans. The Contractor will take, Pavement - per square yard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/workbook/sp3270100-i19815.pdf?sfvrsn=6059f8aa_1E1W18
Description: The improvements under this Contract consist of milling and resurfacing, signing and pavement, PAVEMENT, 3 1/2" AVG DEPTH SY 22,397.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH, - 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 122.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 8,121.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,366.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 5.988 0710- 11-125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/apr18/e1w18.pdf?sfvrsn=152456e3_143498615201-AS BUILT PLANS SIGNINGMARKING FINAL rkw
INDEX OF SIGNING AND PAVEMENT MARKING PLANS SHEET NO. 5-1 f1 5-2 - 5-2 A 5-3 - 5-4 5-5, AND PAVEMENT MARKING NOTES SIGNING AND PAVEMENT MARKING PLAN STATE OF FLORffDA DEPARTMENT, & 09080000) STATE ROAD NO. 25 WEST PALM BEACH SllGNllNG AND PAVEMENT MARKllNG PLANS LOCATION OF PRO JECT END SIGNING AND PAVEMENT MARKINGS fe. SURVEY SR 25 STA. 26+22.65, MP 14.724 BEGIN SIGNING AND PAVEMENT MARKINGS fe. SURVEY SR 64 STA. 959+24.93, MP 2.719 fe. SURVEY SR 64 STA. 978+44.3 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25122/43498615201-as-built-plans-signingmarking-final-rkw.pdf?sfvrsn=511a14d5_1E3X52
incidental work includes: signalization, signing and pavement marking improvements on SR 71 from North, /DRIVEWAY BASE- ASPHALT MATERIAL TN 144.100 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 69,787.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 33,536.000 0327- 70- 16 MILLING EXISTING ASPHALT PAVEMENT, 1/2" AVG DEPTH SY 25,147.000 Page 2 Bid Solicitation, PAVEMENT MARKER, TYPE B EA 1,240.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/jul11/e3x52.pdf?sfvrsn=d6dbe9b5_13300601-723 FHWA
. 330-6.1 Requirements Applicable to All Pavement Types: 330-6.1.1 Alignment of Edges: Place all asphalt mixtures by the stringline method to obtain an accurate, uniform alignment of the pavement edge. As an exception, pavement edges adjacent to curb and gutter or other true edges do not require a stringline. Control the unsupported pavement edge to ensure it will not deviate from the stringline, needed to adequately compact the pavement. 330-6.1.5 Thickness and Spread Rate of Layers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/3300601-723-fhwa.pdf?sfvrsn=e4418d1c_21021000-722FHWA
and the following substituted: 102-10 Work Zone Pavement Marking. 102-10.1 Description: Furnish and install work zone pavement markings for MOT in construction areas and in close conformity with the lines, to traffic. 102.10.2 Painted Pavement Markings: 102-10.2.1 General: Use painted pavement markings, : Apply removable tape with a mechanical applicator to provide pavement lines that are neat, accurate, . 102-10.3.3 Retroreflectivity: Apply white and yellow removable tape pavement markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/1021000-722fhwa.pdf?sfvrsn=bc3ade6e_23530100.FHWA
3530100 All Jobs CONCRETE PAVEMENT SLAB REPLACEMENT. (REV 5-20-13) ARTICLE 353-1 (Page 347, of concrete pavement with portland cement concrete free of any uncontrolled cracks. Repair the damaged area, that transverse slope deviations of the finished pavement do not exceed 1/8 inch with the straightedge laid in a direction perpendicular to the centerline. When portland cement concrete pavement abuts bridge approaches or pavement not under this Contract, ensure that the longitudinal slope deviations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/3530100.fhwa.pdf?sfvrsn=d00e569a_0E58F9
/Pavement Markings on State Road 500 (US 441) from Lakeshore Boulevard to Lake Eustis Drive, 384.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 31,541.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 31,050.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 13,645.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 985.000 0327- 70- 17 MILLING EXISTING ASPHALT PAVEMENT, 3 1/4" AVG DEPTH SY 913.000 0334- 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/dec02/e58f9.pdf?sfvrsn=b85ac99e_12024FDM210ArterialsCollectors
Design criteria for lane widths and pavement slopes are given by lane type, design speed, , provide a 2’ buffer between the on-street parking spaces and the travel lane. 210.2.4 Pavement Cross, lanes except as shown in Figure 210.2.1 , which prescribes standard pavement cross slopes. A Design Variation or a Design Exception is required when proposed pavement cross slopes do not meet, Manual 210 – Arterials and Collectors Figure 210.2.1 Standard Pavement Cross Slopes All Travel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm210arterialscollectors.pdf?sfvrsn=67b36807_27110200.FHWA
All Jobs THERMOPLASTIC PAVEMENT MARKINGS. (REV 10-3012-21-15) ARTICLE 711-2 is deleted, and the following substituted: 711-4 Application. 711-4.1 General: Remove existing pavement markings such that scars or traces of removed markings will not conflict with new pavement markings by a method approved by the Engineer. Cost for removing conflicting pavement markings during maintenance of traffic, any material that would adversely affect the bond of the pavement markings by a method approved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/7110200.fhwa.pdf?sfvrsn=464a9573_0RDO-25-01
runoff contributions, and quantified the EMC with the mixture of runoff from pavement and green, for pollutants of concern in the transportation land cover (pavement vs. sodded areas), as well, capture b. Pavements and Green Spaces within Right-of-Way c. Bridge decks (with and without, of runoff from pavement and the subsurface flow in ditches. By 2014 FDOT fully implemented FDEP’s Green
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/rdo-25-01.pdf?sfvrsn=598072a6_19710203FHWA
: 9710203 Pavement Marking Materials Dear Ms. Kendall: We are submitting, for your approval, two, Transportation Builders' Assoc. State Construction Engineer 9710203 PAVEMENT MARKING MATERIALS (REV, of pavement markings shall provide a minimum Dynamic Friction Tester (DFT40) value of 45 or greater in accordance with FM 5-622 – Part A. In-service pavement markings shall maintain a DFT40 value of 40, Conformability and Resealing: The pavement markings shall be capable of conforming to pavement contours
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/9710203fhwa.pdf?sfvrsn=e60528fd_17020000.FHWA
Weather Pavement Markings. Dear Mr. Nguyen: We are submitting, for your approval, two copies, of the Roadway Design Office to delete Section 702 Wet Weather Pavement Markings. The Department is moving to a developmental specification which will require continuous wet weather pavement marking, Transportation Builders' Assoc. State Construction Engineer 7020000 All Jobs WET WEATHER PAVEMENT MARKINGS. (REV 5-13-14) SECTION 702 is deleted. SECTION 702 WET WEATHER PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/7020000.fhwa.pdf?sfvrsn=90db6418_0E58F5
condition of the pavement, reconstruction of existing curb ramps for ADA compliance, and signing and pavement markings on State Road 514 from West of I-95 to East of SR 507 (Babcock Street, 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 28,605.000 0327- 70- 7 MILLING EXISTING ASPHALT PAVEMENT, 4" AVG DEPTH SY 2,033.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, CABINET EA 1.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,299.000 0710- 11-101 PAINTED PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/nov04/e58f5.pdf?sfvrsn=a8cd7be4_1E50G4
& gutter, sidewalk, traffic signals, and signing/pavement markings on State Road 482 (Sand Lake, Unit Quantity 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 7,469.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 94,177.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 8,755.000 0327- 70- 7 MILLING EXISTING ASPHALT PAVEMENT, 4" AVG, RAISED PAVEMENT MARKER, TYPE B EA 2,416.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2026/feb03/e50g4.pdf?sfvrsn=b04697c9_12024 FDM Complete
widths of roadway pavement marked to separate speed change, turning, passing, and weaving, pavement markings for use by bicyclists. Express Lane: An express lane is a type of managed travel, pavement cross slopes are not intentionally modified or changed (i.e., applicable to constant depth, (asphalt or concrete pavement) for use by vehicles, including shoulders and adjacent bicycle lanes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024-fdm-complete.pdf?sfvrsn=fa053af1_9711-003
p . ) M a i n t a i n F u l l R a m p White/Red Raised Pavement Markers Pavement Markers White/Red Raised Pavement Markers Yellow/Red Raised White/Red Raised Pavement Markers Pavement Markers White/Red Raised Pavement Markers Yellow/Red Raised 6 " Y e l l o w 6" White 6" White (10'-30') 6 " W h i t e Pavement Markers White/Red Raised 6" Yellow 6" White (3'-9') 6 " Y e l l o w 6" White 6" White (10'-30') 6 " W h i t e Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/711-003.pdf?sfvrsn=524e13a0_2