4651 search results for pavement design
D4 Public Hearing Report 2027 - Palm Beach
for Project 453774-1 $8,867,391 453839-1 - SFRC - BOYNTON PASSING SIDING - PD&E/PE/DESIGN Type of Work, PALM BEACH COUNTY Highways 429250-7 - PALM BEACH COUNTY PAVEMENT MARKING AND SIGNING Type of Work: SIGNING/PAVEMENT MARKINGS Phase Fund Code 2027 2028 2029 2030 2031 Construction DDR $1,117,062 DIH $48,357 Total for Project 429250-7 $1,165,419 429250-8 - PALM BEACH COUNTY PAVEMENT MARKING AND SIGNING Type of Work: SIGNING/PAVEMENT MARKINGS Phase Fund Code 2027 2028 2029 2030 2031
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d4_documents/d4-public-hearing-report-2027---palm-beach.pdf?sfvrsn=ec3070d9_3447880-1 SR 865 DVM for Traffic Separator Width (Signed)
: 447880-1-52-01 SR 865 from Linda Loma Drive to Kelly Road Design Variation Memorandum Submitted herewith is the Design Variation Memo for the above subject project. This package consists of the following, consists of repaving the roadway, signing and pavement marking, signalization, and lighting plans, (SAN CARLOS BLVD.) TYPICAL SECTION MILLING MILL EXISTING ASPHALT PAVEMENT (1 1/2" AVG. DEPTH, ) OPTIONAL BASE GROUP 2 WITH MILLING 1.25' RESURFACING LEVEL 2' SOD PAVEMENT SAWCUT 0 . 0 2 ( M
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26112/447880-1-sr-865-dvm-for-traffic-separator-width-(signed)1e52555e-e051-4e61-884f-55022abfc21c.pdf?sfvrsn=49961c32_1PublicHearing_PINELLAS COUNTY_Summary
- PINELLAS OPS CENTER-DESIGN AND CONSTRUCTION ADA WALKAWAY Type of Work: FIXED CAPITAL OUTLAY Phase, Logistics And Passenger Operations Program: Aviation 450563-1 - CLEARWATER AIRPARK - DESIGN, : RIGID PAVEMENT REHABILITATION Phase Funding Source 2025 2026 2027 2028 2029 Construction Federal, : RIGID PAVEMENT REHABILITATION Phase Funding Source 2025 2026 2027 2028 2029 Construction Federal, IN PINELLAS Type of Work: SIGNING/PAVEMENT MARKINGS Phase Funding Source 2025 2026 2027 2028 2029
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d7wpph/publichearing_pinellas-county_summary.pdf?sfvrsn=e420a90d_1D4 Public Hearing Report 2026 - Palm Beach
for Project 453776-1 $573,705 453839-1 - SFRC - BOYNTON PASSING SIDING - PD&E/PE/DESIGN Type of Work, $15,000,000 448098-1 - X10 ENVIRONMENTAL & DESIGN OF T-HANGARS Type of Work: AVIATION REVENUE, $168,000 451517-1 - BELLE ROAD DESIGN X10 Type of Work: AVIATION CAPACITY PROJECT Phase Fund, - PALM BEACH COUNTY PARK AIRPORT - AIRFIELD PAVEMENT MAINTENANCE & REHAB Type of Work: AVIATION, - DESIGN PERIMETER ROAD & VEHICLE Type of Work: AVIATION PRESERVATION PROJECT Phase Fund Code 2026
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d4_documents/d4-public-hearing-report-2026---palm-beach.pdf?sfvrsn=60bcb341_544893615201-PLANS-01-ROADWAY_PH-IV
on this project. 6. Pavement Design –The pavement design package has been submitted for review by the Dept . The pavement design is reflected on the typical section sheets. 7. Driveways –A meeting, DETAIL BY CSXT PAVEMENT DESIGN (TYP.) SEE TYPICAL SECTION FOR SAWCUT SAWCUT STRUCTURE PAVEMENT, SIGNING AND PAVEMENT MARKING PLANS ROADWAY PLANS LOCATION OF PROJECT RRR FROM E OF FLORAL DR, GOVERNING STANDARD PLANS: following website: http://www.fdot.gov/design/standardplans Standard Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25129/44893615201-plans-01-roadway_ph-iv.pdf?sfvrsn=4a638976_144911315201-PLANS-01-ROADWAY_PhaseIV
: following website: http://www.fdot.gov/design/standardplans Standard Plans for Road Construction, DEPARTMENT OF TRANSPORTATION PAVEMENT ONLY PROJECT FROM N OF DESOTO RD TO S OF UNIVERSITY PKWY (863, DIGITALLY SIGNING AND PAVEMENT MARKING ROADWAY STATE OF � � � No 66484 E S N E C I L N, 76-22) TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1.25") (PG 76-22) MILL EXISTING ASPHALT PAVEMENT, MAINLINE, SHOULDERS, MILL EXISTING ASPHALT PAVEMENT FOR DEPTH (1.50") SIDE STREETS AND CROSSOVERS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25134/44911315201-plans-01-roadway_phaseiv.pdf?sfvrsn=7073fd82_1536-001
with Specification 339. " depth and 2 1 6. MISCELLANEOUS ASPHALT PAVEMENT: Install Miscellaneous Asphalt Pavement where indicated with a tolerance of ± of Specification 967. Place washers under, in this Index is based on the Midwest Guardrail System (MGS) design, with an approximate precludes, Pavement Asphalt 2" Misc. (Timber Shown) Standard Post 8" 8" (Timber Shown) Standard Post, for in the Pavement omitted. slope break may be placed at the ¡ Post with the 2" Miscellaneous Asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/536-001.pdf?sfvrsn=2ffd1340_12021 SRES Final Report
Chain Variables for Asphalt Pavement Materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/sres/final/2021-sres-final-report.pdf?sfvrsn=1bedea44_15300000.FHWA
of the State Roadway Design Office to add gabions and gabion mattresses to the revetment specifications, ) as shown in the Design Standards and in the Plans. 530-1.2 Articulating Concrete Block (ACB) Revetment, and in conformance with the lines, grades, design, and dimensions shown in the Plans. Submit shop drawings, calculations of the block and cable sizing design for approval. Comply with the National Concrete Masonry Association’s Design Manual for Articulating Concrete Block Revetment Systems, Second Edition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/5300000.fhwa.pdf?sfvrsn=4b94074a_0TP-01-09-24BSN
a constructability review on a design contract or who participates in a value engineering study workshop, , miscellaneous asphalt pavement, rip rap, finish soil layer preparation, sodding, and watering, at various, - MISCELLANEOUS ASPHALT PAVEMENT TN 55.000 0530- 1-100 RIPRAP, SAND-CEMENT BAGS CY 130.000 0530- 3- 4, CONCRETE DITCH PAVEMENT REPAIR CY 10.000 E524- 2- 1 CONCRETE SLOPE PAVEMENT REPAIR CY 5.000 E700- 96
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/jan9/tp-01-09-24bsn.pdf?sfvrsn=b918481b_1D3-03-14-24BSN
on a design contract or who participates in a value engineering study workshop or cost risk analysis, , SOLID, 6" GM 0.386 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 52.000 0918-712-100 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, WHITE, SOLID 6" GM 0.386 0918-712-110 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, YELLOW, SOLID 6" GM 0.386 0918-712-130 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/mar14/d3-03-14-24bsn.pdf?sfvrsn=97350e05_1TP-06-11-24BSN
review on a design contract or who participates in a value engineering study workshop or cost risk, and mainline by widening or resurfacing existing pavement, minor drainage improvements, lighting, signing and pavement marking, and ITS on SR 589 (Veterans Expressway) between MP 3.000 and MP 12.300, located, - OPTIONAL BASE, BASE GROUP 13 SY 842.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG, COURSE,TRAFFIC C, FC-12.5, PG 76 -22 TN 230.600 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 11.600
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/jun11/tp-06-11-24bsn.pdf?sfvrsn=dc4ad0be_1D5-08-06-24BSN
a constructability review on a design contract or who participates in a value engineering study workshop or cost, /Pavement Markings on SR 416 (Silver Star Rd.) from Princeton Street to SR 500 (US 441), in Orange County, - 1- MAINTENANCE OF TRAFFIC (44880115201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT, 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 52,054.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 2,861.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/aug06/d5-08-06-24bsn.pdf?sfvrsn=cff0afe1_1D3-12-12-24BSN
A contractor who performs a constructability review on a design contract or who participates in a value, , pavement markings, lighting, ADA improvements, and other miscellaneous roadway improvement work, 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 7,500.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 7,500.000 0334- 1- 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B, , FC-12.5, HIGH POLYMER TN 300.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 20.000 0400- 0- 11
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/dec12/d3-12-12-24bsn.pdf?sfvrsn=8466601c_1D6-08-28-25BSN
a constructability review on a design contract or who participates in a value engineering study workshop, " GM 0.697 0104- 18- INLET PROTECTION SYSTEM EA 17.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA, Signing 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 93.000 0713-103-101 PERMANENT TAPE, WHITE, SOLID, ) for proper drainage, protection of pavement edge, and to provide a safe recovery area, 13,500.000 E577- 71- BLADING PAVED SHOULDER, UP TO 24" BEYOND PAVEMENT LF 1,000.000 Page 9 Bid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/aug28/d6-08-28-25bsn.pdf?sfvrsn=4615be44_2D5-10-07-25BSN
on a design contract or who participates in a value engineering study workshop or cost risk analysis, of experience in the performance of Concrete Pavement Repair, or the Project Superintendent must have, BAGS CY 10.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 525.000 E524- 1- 1 CONCRETE DITCH PAVEMENT REPAIR CY 45.000 E524- 2- 1 CONCRETE SLOPE PAVEMENT REPAIR CY 5.000 Page 8 Bid Solicitation Notice, , signing and pavement markings, pedestrian signal installations, such as, crosswalks, accessible
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/oct07/d5-10-07-25bsn.pdf?sfvrsn=e368faa3_110-DRBs FDOT Construction Academy Spring 2024
S econd shaft contract documents included design details on construction methods, Design/Build Bridge and Highway Project Over $80 Million in Claims and Counterclaims between, •Specific Te chnical Areas •Asphalt; Concrete Pavement; Structures FDOT Dispute Review Board, expertise of most DRB members •Statewide DRB categories are Wa r ranted Asphalt, Concrete Pavement, Concrete •Section 337 – Asphalt Concrete Friction Courses •Section 350 – Cement Concrete Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2024-spring-construction-academy/10-drbs-fdot-construction-academy-spring-2024.pdf?sfvrsn=dd11f6a6_17-DRBs FDOT Construction Academy Fall 2024
in the USA • Second shaft contract documents included design details on construction methods, Study (Roger Peters A r t i c l e) $550 Million Design/Build Bridge and Highway Project Over $80, DRBs • Specific Te c h n ical Areas • Asphalt; Concrete Pavement; Structures FDOT Dispute, expertise of most DRB members • Statewide DRB categories are Wa r ranted A s phalt, Concrete Pavement, Concrete • Section 337 – Asphalt Concrete Friction Courses • Section 350 – Cement Concrete Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2024-fall-construction-academy/7-drbs-fdot-construction-academy-fall-2024.pdf?sfvrsn=e77cbb91_1SS9300000
, polymer modified hydraulic cement for rapid repairs to hardened portland cement concrete pavement, in compliance with the design shown in the plans and the manufacturer’s recommended repair system, no design mix concrete is available or a special filler is specified in the Contract Documents. Follow, for approval shop drawing as may be required to complete repairs in compliance with the design shown
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9300000.pdf?sfvrsn=e71469f3_0SS9300000
, polymer modified hydraulic cement for rapid repairs to hardened portland cement concrete pavement, in compliance with the design shown in the plans and the manufacturer’s recommended repair system, no design mix concrete is available or a special filler is specified in the Contract Documents. Follow, for approval shop drawing as may be required to complete repairs in compliance with the design shown
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss93000003640621b069647c4abfd387b5766c786.pdf?sfvrsn=c0d41f60_0