4650 search results for pavement design
Gov-Bd-Mtg-Minutes-1_30_2019-Final
relating to FDOT design plan approval, transportation project programs, toll collection and use, an update on Transportation Performance Measurement (TPM): • MPOs set their Bridge, Pavement, bridge, pavement and system performance targets. FDOT must submit final transit asset management, be found on the Polk TPO website. The pledge campaign is designed to be portable to other communities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2019/gov-bd-mtg-minutes-1_30_2019-final.pdf?sfvrsn=2390a964_1PublicHearing_SEMINOLE COUNTY_Summary
$286,125 455905-1 - OVIEDO OPS - SECURITY - RECEPTION DESK - DESIGN/BUILD Type of Work: FIXED, for Project 455905-1 $323,055 455910-1 - RTMC - SECURITY - RECEPTION DESK - DESIGN/BUILD Type of Work, Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2026 2027 2028 2029 2030, ROAD TO ORANGE COUNTY LINE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2026, OF LAKE HARRIET DR TO WEST OF WYMORE RD/DOUGLAS AVE Type of Work: PAVEMENT ONLY RESURFACE (FLEX
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_seminole-county_summary6b58cd98-24a4-4aea-a138-ec8e74646d3e.pdf?sfvrsn=ebdd8d53_2RGeneralConstructionOperationse
1:10 or Flatter Asphalt Pad Pavement or Flexible or Rigid Pavement/Asphalt Width Setback, Setback Distance Edge of Travel Way Edge of Travel Way Asphalt Pad Pavement or Flexible or Rigid, . Anchored 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, match pre-emergent herbicide is not required. Miscellaneous Asphalt Pavement in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/ser/rgeneralconstructionoperationse.pdf?sfvrsn=d40b78b2_1RGeneralConstructionOperationse
1:10 or Flatter Asphalt Pad Pavement or Flexible or Rigid Pavement/Asphalt Width Setback, Setback Distance Edge of Travel Way Edge of Travel Way Asphalt Pad Pavement or Flexible or Rigid, . Anchored 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, match pre-emergent herbicide is not required. Miscellaneous Asphalt Pavement in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/ser/rgeneralconstructionoperationse6fd6175e-1c23-425a-b46d-38c68d6dae9b.pdf?sfvrsn=4e1473d6_1RGeneralConstructionOperations
1:10 or Flatter Asphalt Pad Pavement or Flexible or Rigid Pavement/Asphalt Width Setback, Setback Distance Edge of Travel Way Edge of Travel Way Asphalt Pad Pavement or Flexible or Rigid, . Anchored 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, match pre-emergent herbicide is not required. Miscellaneous Asphalt Pavement in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/ser/rgeneralconstructionoperations.pdf?sfvrsn=5106f20c_3RGeneralConstructionOperations
: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/ser/rgeneralconstructionoperations.pdf?sfvrsn=2731cbb_2RGeneralConstructionOperations
1:10 or Flatter Asphalt Pad Pavement or Flexible or Rigid Pavement/Asphalt Width Setback, Setback Distance Edge of Travel Way Edge of Travel Way Asphalt Pad Pavement or Flexible or Rigid, . Anchored 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, match pre-emergent herbicide is not required. Miscellaneous Asphalt Pavement in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/ser/rgeneralconstructionoperations.pdf?sfvrsn=5b1b824a_4RGeneralConstructionOperations
1:10 or Flatter Asphalt Pad Pavement or Flexible or Rigid Pavement/Asphalt Width Setback, Setback Distance Edge of Travel Way Edge of Travel Way Asphalt Pad Pavement or Flexible or Rigid, . Anchored 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, match pre-emergent herbicide is not required. Miscellaneous Asphalt Pavement in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/ser/rgeneralconstructionoperations.pdf?sfvrsn=84f127e8_1FDOTCADDStandardLevelTable-20200812
TextXSSlopePvt_dp Text - Cross Section Pavement Slope Labels 0 0 / Continuous 2 Common 296 TextXSStation, DitchPavt_px Ditch Pavement on Cross Sections 3 0 / Continuous 3 Roadway Cross Sections 6017 DrainAlert, PavtAsphalt_px Asphalt Pavement on Cross Sections and Components in Models 1 0 / Continuous 2 Roadway Cross Sections 6114 PavtAsphaltFC_px Asphalt Pavement on Cross Sections and Components in Models, Pavement on Cross Sections and Components in Models Structural Course 1 0 / Continuous 2 Roadway Cross
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/publications/caddmanualfdm/levels/fdotcaddstandardleveltable-20200812_9cf40871-d4e6-46a5-8acc-1baa7f44e1ec.pdf?sfvrsn=c82e9610_22024-2025 2nd Quarter SRES Report
SUPPLY CHAIN VARIABLES: ASPHALT PAVEMENT MATERIALS, the rural economies. The RIF program supports the planning, designing, and financing of infrastructure, SUPPLY CHAIN VARIABLES : ASPHALT PAVEMENT MATERIALS Table 2 provides the current status, , pavement markings and other plastics-based/petroleum-based ancillary products continue, issues with pavement markings this quarter. Pavement Markings Skilled labor is an ongoing concern
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/sres/quarterly/2024-2025-2nd-quarter-sres-report.pdf?sfvrsn=b94057ab_1MPOAC-Staff-Directors-Advisory-Committee-Agenda-Package-10-29-20
to Adjust 4-year targets for PM2 (bridge/pavement) and PM3 (system performance). • In October of 2020, Bridge condition o Non-Interstate NHS pavement condition o Interstate travel time reliability o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2020/mpoac-staff-directors-advisory-committee-agenda-package-10-29-20.pdf?sfvrsn=c4539656_145173415201-PLANS-02-SIGNINGMARKING 20251006
SIGNING AND PAVEMENT MARKING ROADWAY PLANS GUIDE SIGN WORKSHEET 71-82 SIGNING AND PAVEMENT, IRs: N/A following website: http://www.fdot.gov/design/standardplans Standard Plans for Road, OF RECORD RFP CONCEPT PLANS PROJECT LAYOUT SIGNING & PAVEMENT MARKING BLRTRDWY - PLAN 1 [SHEET] : V, OF RECORD RFP CONCEPT PLANS PROJECT LAYOUT SIGNING & PAVEMENT MARKING BLRTRDWY - PLAN 3 [SHEET, LINE NB I-75 SB I-75 � NR-RAMP A � SURVEY I-75 N Feet 100 20 0 BEGIN SIGNING AND PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26128/45173415201-plans-02-signingmarking-20251006.pdf?sfvrsn=f5ecc6bd_1D1-10-31-24BSN
a constructability review on a design contract or who participates in a value engineering study workshop, and pavement markings at SR 93 (I-75) and Pine Ridge Road Interchange in Collier County. Call Order: 001, DETOUR- TEMPORARY PAVEMENT (44529615201) LS 1.000 0102- 4- 1 PEDESTRIAN OR BICYCLE SPECIAL DETOUR, - OPTIONAL BASE, BASE GROUP 11 SY 3,488.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 17,011.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 11,447.000 0327- 70
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/oct31/d1-10-31-24bsn.pdf?sfvrsn=d69c293c_1PublicHearing_LAKE COUNTY_Summary_2025-2029
441 / NORTH BLVD FROM PERKINS ST TO MILLS RD Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase, $3,833,511 450581-1 - SR 500 FROM LAKESHORE BLVD TO LAKE EUSTIS DR Type of Work: PAVEMENT ONLY, DR Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2025 2026 2027 2028 2029, AVE TO CR48 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2025 2026 2027 2028, ) Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2025 2026 2027 2028 2029
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_lake-county_summary_2025-2029.pdf?sfvrsn=38cd5527_1D5-03-04-25BSN
review on a design contract or who participates in a value engineering study workshop or cost risk, under this Contract consist of Milling and Resurfacing, Shoulder Treatment, Signing/Pavement Marking, 1,408.000 0327- 70- 3 MILLING EXISTING ASPHALT PAVEMENT, 4 1/2" AVG DEPTH SY 6,906.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 7,340.000 0327- 70- 7 MILLING EXISTING ASPHALT PAVEMENT, 4" AVG DEPTH SY 929.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/mar04/d5-03-04-25bsn.pdf?sfvrsn=c5b61b71_1D3-03-20-25BSN
who performs a constructability review on a design contract or who participates in a value, PAVEMENT (44778815201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE (44778815201) LS, BOARD / ADVANCE WARNING ARROW PANEL ED 180.000 0102- 78- 1 TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT, MATERIAL TN 27.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1,618.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 3,856.000 0327- 70- 19 MILLING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/mar20/d3-03-20-25bsn.pdf?sfvrsn=294d0203_2D3-09-24-25BSN
on a design contract or who participates in a value engineering study workshop or cost risk analysis, ), adding curb and gutter, barrier walls, sidewalk, drainage improvements, ITS, signing & pavement, , PG76-22 TN 201.000 0350- 3- 5 PLAIN CEMENT CONCRETE PAVEMENT, 8" SY 111.000 0350- 3- 7 PLAIN CEMENT CONCRETE PAVEMENT, 9" SY 7,017.000 0350- 5- CLEANING & SEALING JOINTS- CONCRETE PAVEMENT LF 10,723.000 0352- 70- GRINDING CONCRETE PAVEMENT SY 7,128.000 0400- 0- 11 CONCRETE CLASS NS, GRAVITY WALL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/sep24/d3-09-24-25bsn.pdf?sfvrsn=f4280fa4_1102-661IntReviewPkg
Contacted Affected (Yes/No) Other Standard Plans Darren Martin Yes Florida Design Manual No Standard, or less. when the work operation is in place for 3 1. Temporary pavement markings may be omitted, operation is in place for 3 1. Temporary pavement markings may be omitted W20-1F Note 4) (See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/102-661intreviewpkg.pdf?sfvrsn=4906e540_12850200int
Contacted Yes/No Other Standard Plans No Florida Design Manual Mary Jane Hayden Yes Structures Manual, 234 Reclaimed Asphalt Pavement (RAP) 1,2 * . . . . . . . . . . . . Section 283 Prime, Reclaimed Asphalt Pavement (RAP)*................Section 283 Limerock
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/2850200int.pdf?sfvrsn=ef5f0915_1102-661IndReviewPkg
Contacted Affected (Yes/No) Other Standard Plans Darren Martin Yes FDOT Design Manual No Standard, . when the work operation is in place for 3 1. Temporary pavement markings may be omitted W20-1F, is in place for 3 1. Temporary pavement markings may be omitted W20-1F Note 4) (See General G20-2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/102-661indreviewpkg.pdf?sfvrsn=d52ebbef_1