7221 search results for Pavement
9711004.FHWA
Re: State Specifications Office Section: 971 Proposed Specification: 9711004 Pavement Marking, Jobs PAVEMENT MARKING MATERIALS. (REV 7-14-16) SUBARTICLE 971-10.4 is deleted and the following, traffic in not more than two minutes. 971-10.4.2 Retroreflectivity: The white pavement markings shall, of the white pavement markings at the end of the three year period shall not be less than 150 mcd/lx·m 2 . 971-10.4.3 Skid Resistance: The surface of the pavement markings shall provide a minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9711004.fhwa.pdf?sfvrsn=6dff6ee7_0E4X09
pavement markings and the installation of traffic loops on State roads in Martin, St Lucie, (MECHANICAL) (TN) 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 175.574 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 235.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 235.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 267.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 267.000 0334- 1- 13
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/jan05/e4x09.pdf?sfvrsn=b0e49097_1December 6, 2023
Strips / Pavement Markings 1 T5821 Marion Safety Project / Install Rumble Strips / Pavement Markings 1 T6564 Miami-Dade Resurfacing / Drainage Improvements / Lighting / Pavement Markings 1 T6573 Miami-Dade Resurfacing / Traffic Signals / Drainage Improvements T7518 Pasco Signing/Pavement Markings T7527 Hillsborough Rigid Pavement Rehabilitation 1, 2
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/contracts-co-lettings-2023/december-6-2023January 31, 2024
Signals / Lighting T1886 Districtwide Signing / Pavement Markings T1891 Polk Resurfacing / Lighting / Traffic Signals T2962 Alachua Resurfacing T2964 Duval Concrete Pavement Rehabilitation / Bridge, Duval Resurfacing 1 T2981 Districtwide Rumble Striping / Pavement Markings T3783 Calhoun Construct, Jackson Resurfacing T3891 Escambia Resurfacing / Drainage Improvements / Sidewalk / Pavement Markings, Signing 1 T4678 Districtwide Safety Project / Rumble Striping / Pavement Markings T4679 Broward
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/contracts-co-lettings-2024/january-31-2024E4X47
pavement markings and the installation of traffic loops on State roads in Martin, St Lucie, PAVEMENT, 1" AVG DEPTH SY 351.148 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 470.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 470.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 534.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 4.000 0660- 2-101 LOOP ASSEMBLY- F&I, TYPE A AS 1.000 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/may03/e4x47.pdf?sfvrsn=ecae6c69_1E4X40-R0
COUNTY PAVEMENT MARKINGS - LONG LINE Limits: Midpoint Project(s): 45363417201(*) Federal Aid No: N, pavement markings and installation of standard thermoplastic pavement markings along the State Highway, Order: 007 Proposal: E4X40-R0 ALT Item Description Unit Quantity Section 0001 PAVEMENT STRIPING, THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN SF 27,390.000 Page
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/may03/e4x40-r0.pdf?sfvrsn=266db6c6_1SPI-330-001
) and FDOT Flexible Pavement Design Manual (FPDM) Design Assumptions and Limitations Index 330-001, , or resurfaced. Include pavement design information for any driveways requiring structural asphalt or base, with Index 330-001 , include bituminous asphalt pavement Structural and Friction Course with the roadway pavement pay items. If Portland Cement pavement is required, include payment in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-330-001.pdf?sfvrsn=297d16a6_2E1W77
: The improvements under this Contract consist of Milling and Resurfacing, Signing and Pavement Marking, 103.080 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 4,540.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 22,459.000 0327- 70- 15 MILLING EXISTING ASPHALT PAVEMENT, 2 3/4" AVG DEPTH SY 87,125.000 0334- 1- 53 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, - 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,751.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/jul18/e1w77.pdf?sfvrsn=4bf7149f_1E1X27-R0
Proposal: E1X27-R0 ALT Item Description Unit Quantity Section 0001 PAVEMENT STRIPING (LARGE MACHINE, - 11-121 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" LF 12,000.000 E710- 11-141 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 6" LF 7,771.000 E710- 11-221 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" LF 12,000.000 E710- 11-241 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SKIP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/aug15/e1x27-r0.pdf?sfvrsn=57dd9397_1Redlines Exhibit 213-3
roundabout in addition to 3. For spiral geometry, include all signing and pavement entry width is provided for design vehicle accommodations. Provide pavement markings for gore when extra 2. warranted, Pavement Marking for (See Index 711-001) Special Emphasis Crosswalk F H F B G (See Index 711-001) for Gore Channelization Pavement Marking Detectable Warning (Typ.) 6" White 10'-30' Skip (Typ, " Yellow (Typ.) R6-5P ONE WAY OM1-3 G G G G B B SPIRAL MARKING DETAIL³ SIGNING AND PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-213-3.pdf?sfvrsn=67e6a433_1Exhibit 211-9
01/01/2025 EXHIBIT 211-9 FOR SLIP RAMP INGRESS & EGRESS MANAGED LANES TYPICAL PAVEMENT MARKINGS NOT TO SCALE 6" Solid Yellow Line 6" Solid White Line 6" Solid White Line 6" Solid Yellow, (Typ.) Per Standard Pavement Message Plan Index 711-001 (Typ.) Per Standard Pavement Message 5, Line O.C.- On Center RPMs- Raised Pavement Markers See Exhibit 211-5 For Slip Ramp Ingress Dimensions O.C. - ON CENTER RPMs- RAISED PAVEMENT MARKERS See Exhibit 211-5 For Slip Ramp Egress
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-211-9.pdf?sfvrsn=82386a25_1Exhibit 211-10
01/01/2025 EXHIBIT 211-10 FOR WEAVE SECTIONS INGRESS & EGRESS MANAGED LANES TYPICAL PAVEMENT MARKINGS NOT TO SCALE 8" Solid White Line 6" Solid Yellow Line 6" Solid White Line 6" Solid, .) Per Standard Pavement Message Plan Index 711-001 (Typ.) Per Standard Pavement Message 8" Solid White Line O.C.- On Center RPMs- Raised Pavement Markers See Exhibit 211-6 For Weave Lane Dimensions See Exhibit 211-6 For Weave Zone Dimensions O.C.- On Center RPMs- Raised Pavement Markers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-211-10.pdf?sfvrsn=9fa05521_1Exhibit 213-3
roundabout in addition to 3. For spiral geometry, include all signing and pavement entry width is provided for design vehicle accommodations. Provide pavement markings for gore when extra 2. warranted, Pavement Marking for (See Index 711-001) Special Emphasis Crosswalk F H F B G (See Index 711-001) for Gore Channelization Pavement Marking Detectable Warning (Typ.) 6" White 10'-30' Skip (Typ, " Yellow (Typ.) R6-5P ONE WAY OM1-3 G G G G B B SPIRAL MARKING DETAIL³ SIGNING AND PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-213-3.pdf?sfvrsn=7fe6ad48_1Exhibit 211-11
01/01/2025 EXHIBIT 211-11 FOR BEGIN MANAGED LANES MANAGED LANES TYPICAL PAVEMENT MARKINGS NOT TO SCALE Markers 250' No Tubular 1 Mile 300' 6" Solid Yellow Line 5' O.C. Tubular Markers, " White 3'-9 ' Skip Plan Index 711-001 (Typ.) Per Standard Pavement Message Plan Index 711-001 (Typ.) Per Standard Pavement Message 8" Solid White Line 8" Solid White Line Managed Lane Begins, Pavement Markers O.C.- On Center RPMs- Raised Pavement Markers For Transition Distance See Exhibit 211-3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-211-11.pdf?sfvrsn=7d4dfd36_2Exhibit 211-11
01/01/2025 EXHIBIT 211-11 FOR BEGIN MANAGED LANES MANAGED LANES TYPICAL PAVEMENT MARKINGS NOT TO SCALE Markers 250' No Tubular 1 Mile 300' 6" Solid Yellow Line 5' O.C. Tubular Markers, " White 3'-9 ' Skip Plan Index 711-001 (Typ.) Per Standard Pavement Message Plan Index 711-001 (Typ.) Per Standard Pavement Message 8" Solid White Line 8" Solid White Line Managed Lane Begins, Pavement Markers O.C.- On Center RPMs- Raised Pavement Markers For Transition Distance See Exhibit 211-3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-211-11.pdf?sfvrsn=e479afcf_1Exhibit 213-3
roundabout in addition to 3. For spiral geometry, include all signing and pavement entry width is provided for design vehicle accommodations. Provide pavement markings for gore when extra 2. warranted, Pavement Marking for (See Index 711-001) Special Emphasis Crosswalk F H F B G (See Index 711-001) for Gore Channelization Pavement Marking Detectable Warning (Typ.) 6" White 10'-30' Skip (Typ, " Yellow (Typ.) R6-5P ONE WAY OM1-3 G G G G B B SPIRAL MARKING DETAIL³ SIGNING AND PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-213-3.pdf?sfvrsn=4a414b27_1E4X65-R0
and incidentals necessary to perform spot asphalt repair by milling and paving, placing pavement markings, Section 0001 ASPHALT REPAIR (MECHANICAL) (TN) 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 400.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 300.000 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 400.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/nov01/e4x65-r0.pdf?sfvrsn=23c34e35_1Exhibit 211-10
01/01/2025 EXHIBIT 211-10 FOR WEAVE SECTIONS INGRESS & EGRESS MANAGED LANES TYPICAL PAVEMENT MARKINGS NOT TO SCALE 8" Solid White Line 6" Solid Yellow Line 6" Solid White Line 6" Solid, Index 711-001 (Typ.) Per Standard Pavement Message Plan Index 711-001 (Typ.) Per Standard Pavement Message 8" Solid White Line O.C.- On Center RPMs- Raised Pavement Markers See Exhibit 211-6, Pavement Markers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-211-10.pdf?sfvrsn=869eabd9_2Exhibit 211-9
01/01/2025 EXHIBIT 211-9 FOR SLIP RAMP INGRESS & EGRESS MANAGED LANES TYPICAL PAVEMENT, Index 711-001 (Typ.) Per Standard Pavement Message Plan Index 711-001 (Typ.) Per Standard Pavement Message 5' O.C. Tubular Markers Separation With Contiguous 8" Solid White Line 8" Solid White Line Shoulder Line O.C.- On Center RPMs- Raised Pavement Markers See Exhibit 211-5 For Slip Ramp Ingress Dimensions O.C. - ON CENTER RPMs- RAISED PAVEMENT MARKERS See Exhibit 211-5 For Slip
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-211-9.pdf?sfvrsn=61056a6e_2SPI-330-001
) and FDOT Flexible Pavement Design Manual (FPDM) Design Assumptions and Limitations Index 330-001, , or resurfaced. Include pavement design information for any driveways requiring structural asphalt or base, with Index 330-001 , include bituminous asphalt pavement Structural and Friction Course with the roadway pavement pay items. If Portland Cement pavement is required, include payment in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-330-001.pdf?sfvrsn=e28ead72_1