4650 search results for pavement design

SFTY-26-11

. Moreover, the findings will inform FDOT’s policy and design manuals, ensuring evidence-based decision, ) Enhanced Policy and Design Guidance: The findings will directly inform updates to FDOT’s design manual, justification of project benefits o Materials Enhancement Pavement lifespan Enhanced speed management strategies are projected to extend pavement lifespan. Based on FDOT’s Pavement Management System, and acceleration, on pavement wear and tear. o Financial Impact Cost savings of reduced crash count

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/sfty-26-11.pdf?sfvrsn=cd293668_1

Exhibit 910-1

://www.fdot.gov/design/standardplans Standard Plans for Road Construction and associated IRs, INTELLIGENT TRANSPORTATION SYSTEMS SIGNALIZATION SIGNING AND PAVEMENT MARKING ROADWAY REPORT, following website: http://www.fdot.gov/design/standardplans Standard Plans for Road Construction, ARCHITECTURAL LANDSCAPE LIGHTING INTELLIGENT TRANSPORTATION SYSTEMS SIGNALIZATION SIGNING AND PAVEMENT, STREET CONTRACT PLANS COMPONENTS PAVEMENT MARKING PLANS INDEX OF SIGNING AND SHEET NO. SHEET

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/exhibit-910-1.pdf?sfvrsn=e9d34999_1

Polk Draft Tentative WP FY27-31

2027 2028 2029 2030 2031 Design Build State $3,910,378 Preliminary Engineering State $400,000, of Work: RIGID PAVEMENT RECONSTRUCTION Phase Funding Source 2027 2028 2029 2030 2031 Construction, (US 98) TO SADDLE CREEK RD Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027, ENT Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029 2030 2031, BLVD Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029 2030 2031

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/district-1-dtwp-fy-27-31/polk-draft-tentative-wp-fy27-31.pdf?sfvrsn=5e40f3db_1

2023 WP Project Summary_D4 10-06-23

Railroad and Utilities 36, 56 CST Construction 52, 53, 61, 62 DSB Design Build 52 Summary of Major, , safety improvements, and signing and pavement marking improvements. Phase Fiscal Year 5 Year, the number of travel lanes from six to ten. Work includes pavement widening, reconstruction, milling, will increase the number of travel lanes from six to ten. Work includes pavement widening, reconstruction, to ten. Work includes pavement widening, reconstruction, milling and resurfacing, and interchange

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/turnpike-work-program-summaries/2023-wp-project-summary_d4-10-06-23.pdf?sfvrsn=eb5bdeff_1

2023 WP Project Summary_D4 10-06-23 (2)

Railroad and Utilities 36, 56 CST Construction 52, 53, 61, 62 DSB Design Build 52 Summary of Major, , safety improvements, and signing and pavement marking improvements. Phase Fiscal Year 5 Year, the number of travel lanes from six to ten. Work includes pavement widening, reconstruction, milling, will increase the number of travel lanes from six to ten. Work includes pavement widening, reconstruction, to ten. Work includes pavement widening, reconstruction, milling and resurfacing, and interchange

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/turnpike-work-program-summaries/2023-wp-project-summary_d4-10-06-23-(2).pdf?sfvrsn=d1072626_1

D2-02-14-24BSN

A contractor who performs a constructability review on a design contract or who participates in a value, of concrete mitered end sections, sidewalks, driveways, curb and gutter, ditch pavement, ADA ramps etc, - MISCELLANEOUS ASPHALT PAVEMENT TN 10.000 0430-991- 1 MITERED END SECT, REPLACE SLAB- MAINTENANCE, 0524- 1- 4 CONCRETE DITCH PAVEMENT, NON REINFORCED, 6" SY 200.000 0524- 1- 49 CONCRETE DITCH PAVEMENT, PAVEMENT MARKER, TYPE D EA 500.000 0102- 89- 1 TEMPORARY CRASH CUSHION, REDIRECTIVE OPTION LO 2.000

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2024/feb15/d2-02-14-24bsn.pdf?sfvrsn=ecfc0fc6_1

D1-05-30-24BSN

. CONFLICT OF INTEREST A contractor who performs a constructability review on a design contract or who, and resurfacing, drainage, lighting, signalization, landscaping, and signing and pavement marking of SR 31, (44195015201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44195015201) LS 1.000 0102, MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH SY 8,424.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 843.000 0334- 1- 15 SUPERPAVE ASPHALTIC CONC, TRAFFIC E TN 76.600

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/may30/d1-05-30-24bsn.pdf?sfvrsn=5e72c25e_1

D4-02-06-26BSN

A contractor who performs a constructability review on a design contract or who participates in a value, -column remove, sign strip, tubular marker), and pavement markings (RPM, painted, thermoplastic, - 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 38,172.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1,108.000 0337- 7- 25 ASPHALT CONCRETE FRICTION COURSE, INC BIT, TUBULAR MARKER, 36" YELLOW POST EA 8.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 514.000

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2026/feb06/d4-02-06-26bsn.pdf?sfvrsn=1c9516d6_2

2023 District One Letting and Project Information

Resurfacing 1, 2 E1V17 Charlotte Resurfacing 1 E1V19 Okeechobee Pavement Only Resurface Lumpsum, Sweeping(Intersections Only) E1W31-R0 Desoto, Glades, Hardee, Henry, Highlands Striping, Pavement Markings, and RPMs E1W32 Glades Guardrail Reset and Miscellaneous Asphalt Pavement Installation E1W34, Sidewalk Vegetation Removal/Edging and Utility Strip Rework E1W40 Manatee Raised Pavement Markers, Type Addendum E1W16 Manatee Resurfacing E1W48-R0 Polk Retroreflective Pavement Markers (RPM

https://www.fdot.gov/contracts/district-offices/d1/lettings/2023/2023-district-one-letting-and-project-information

2025 District 5 Letting and Project Information

Maintenance E57D9 Seminole Wekiva Parkway Acrylic Screen Wall E59C2 Lake Pavement Markings 1, 2, 3, Addendum E53D9-R0 Brevard, Orange, Osceola,Volusia Pavement Markings E56F9 Orange Landscape, ID County Major Work Type Addendum E53D8 Brevard Pavement Markings E55F8 Volusia Bridge-Repair, , Seminole Pavement Markings E57D3-R0 Orange, Seminole Drainage Repair E58F4 Osceola Resurfacing, & Video E56D1 Marion Pavement Markings E56D6-R0 Orange Performance Sidewalk & Inlet Top

https://www.fdot.gov/contracts/district-offices/d5/lettings/2025/2025-district-five-letting-and-project-information

District Six Letting and Project Information

Raised Pavement Markers (RPMs) Prequalification is not required. E6Q02-R0 Miami-Dade Concrete, / Rehabilitation Prequalification is required E6P60 Miami-Dade Pavement Resurfacing (FLEX, is required E6P92-R0 Miami-Dade Thermoplastic Pavement Markings Prequalification is not required Experience in Pavement Markings (Form #850-070-06)MUST be submitted with the bid as an attachment, Miami-Dade Thermoplastic Pavement Stripes & Markings Prequalification is not required. Experience

https://www.fdot.gov/contracts/district-offices/d6/lettings/letting-project-info.shtm

criticaldatescolet

of Design. 1/15/2025 30-Jul-2025 27-Aug-2025 24-Sep-2025 29-Oct-2025 3-Dec-2025 28-Jan-2026, Lanes and Rehabilitate Pavement, 0236 Interchange Add Lanes. Note: 9/3/24: Feb 26, 2025 (30-Day) & Mar, approval is obtained from the Director, Office of Design. 1/15/2025 Note: 9/3/24: Feb 26, 2025, , 0218 Add Lanes and Rehabilitate Pavement, 0236 Interchange Add Lanes. (1) See OOC Advertisement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d5/files/specs/criticaldatescoletfa18e1f5-1f0f-42e0-bc3c-0a0414332f1f.pdf?sfvrsn=8b20f70_1

1021121.FHWA

of the Design Standards, Index No. 600. No adjustment will be made to the per day measurement, No. 102- 78- Temporary Retroreflective Pavement Markers - each. Item No. 102- 79- Lights,Temporary, used must meet the requirements of the Design Standards, Index No. 600. No adjustment will be made, - Type B) - per each per day. Item No. 102- 78- Temporary Retroreflective Pavement Markers - each

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/1021121.fhwa.pdf?sfvrsn=96f67423_0

ConsoliF

, consultant selection, negotiation of contracts, review design of roadway projects for development, management, design build, pedestrian safety including ADA upgrades, modeling and simulation for traffic, , neighborhood traffic management, design and implementation of traffic control, TAC and TSMO member, construction and park construction. Involved with consultant selection (design and CEI), fee negotiations, . Projects included design build of fire stations 1, 7, 14, 15, 16, and 17, Shingle Creek bike trail

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/consolif.pdf?sfvrsn=4035457_5

D3-10-12-23BSN

on a design contract or who participates in a value engineering study workshop or cost risk, Signing 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 7,724.000 0918-712-100 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, WHITE, SOLID 6" GM 7.314 0918-712-110 INTEGRATED MULTI-POLYMER PAVEMENT, this Work Document-driven Contract consists of the removal and replacement of Raised Pavement Markers, Item Description Unit Quantity Section 0001 RAISED PAVEMENT MARKER REPLACEMENT (EA) 0102- 14

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2023/oct12/d3-10-12-23bsn.pdf?sfvrsn=94635ff8_1

1200503-724FHWA

the sample retained for Resolution testing. The SMO or an AASHTO accredited laboratory designated, at least 3 feet wide adjacent to all pavement or base construction in order to provide support, surface shown in the Plans. 2. Shape the earthwork to match adjacent pavement, curb, sidewalk, the work does not include construction of base or pavement, shape the entire roadbed (shoulder point, laboratory designated by the SMO will perform the Resolution testing. The material will be sampled

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/1200503-724fhwa.pdf?sfvrsn=cb5e27ea_1

3000000.FHWA

on previously prepared bases and on existing pavement surfaces. 300-2 Materials. 300-2.1 Prime Coat, the bituminous material to a suitable temperature as designated by the Engineer, and apply it in a thin, Asphalt Layers 0.030.04 minimum Milled Surface or Oxidized and Cracked Pavement 0.060.07 Concrete Pavement 0.080.09 Open Graded Friction Course Newly Constructed Asphalt Layers 0.050.06 Milled, pavement surfaces. 300-2 Materials. 300-2.1 Prime Coat: For prime coat, use a product listed

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/3000000.fhwa.pdf?sfvrsn=79e920e1_0

Conceptual Stage Relocation Plan (April 2024)

Strategic Intermodal System and the National Highway System. I-95 is designated as an evacuation, designated by the Florida Division of Emergency Management. The improvements will serve the need, of this meeting was to introduce the newly hired design 436903-1 Conceptual Stage Relocation Plan I-95, from a design refinement standpoint to gain the Town of Pembroke Park’s support of the project, was introduce the newly hired design team of BCC Engineering, LLC and to discuss the PD&E Preferred

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/i95-858-820-docs/april2025publicmtg/conceptual-stage-relocation-plan-(april-2024).pdf?sfvrsn=42147d7e_3

MPOAC-Noteworthy-Practices-Agenda-January-27-2022v3

operational and topical best practices workshops. The working group will recommend the design, is an in-house tool programmed and designed in ArcGIS using ArcPy to create an automated application, Assistance Program or PTAP (the MPO’s program designed to assist member governments in developing, and resiliency into project planning, design, and construction in the Broward MPO Planning Area. When, incorporates resiliency efforts into the MTP process as well as the future planning, design, and construction

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac/mpoac-noteworthy-practices-working-group/mpoac-noteworthy-practices-agenda-january-27-2022v3_476785f8-f84b-498c-a5c1-10ac48d095aa.pdf?sfvrsn=4bb6acc0_4

MPOAC-Noteworthy-Practices-Agenda-January-27-2022v3

operational and topical best practices workshops. The working group will recommend the design, is an in-house tool programmed and designed in ArcGIS using ArcPy to create an automated application, Assistance Program or PTAP (the MPO’s program designed to assist member governments in developing, and resiliency into project planning, design, and construction in the Broward MPO Planning Area. When, incorporates resiliency efforts into the MTP process as well as the future planning, design, and construction

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2022/mpoac-noteworthy-practices-agenda-january-27-2022v3.pdf?sfvrsn=5d35814f_1
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