4650 search results for pavement design
OOD Bulletin25-03 Mandatory Revision No1 (Voluntary Acceleration) SIGNED
, FL 32399-0450 JARED W. PERDUE, P.E. SECRETARY www. fdot.gov OFFICE OF DESIGN BULLETIN 25-03, , District Directors of Transportation Development, District Design Engineers, District Construction Engineers, District Maintenance Engineers, District Pavement Engineers, District Consultant Project Management Engineers, District Structures Design Engineers, District Roadway Design Engineers, : Will Potter, P. E., Director, Office of Design COPIES: Will Watts, Rudy Powell, Jennifer Marshall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2025/ood-bulletin25-03-mandatory-revision-no1-(voluntary-acceleration)-signed.pdf?sfvrsn=a91e6d7b_1453559-1_ESAL
(ESAL's) to be used for pavement design on this project. I hereby attest that these have been developed, ) to be used for pavement design on this project. I hereby attest that these have been developed, TRAFFIC FOR PD&E and DESIGN ANALYSIS INFO / FACTORS SN=5/THICK 2022 to 2047 FLEXIBLE PAVEMENT URBAN, County: Lee Type of Work: Pavement Resurfacing From MP: 22.397 - 23.836 Per your request, % 24 Hour T = 14.7% Design Hour T = 7.4% 2022 AADT = 109,500 Functional Class = Urban Prin Art Int
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25121/453559-1_esal.pdf?sfvrsn=b24baa_1452826-1_ESAL
% Mid-Year to Design-Year 5.70% (selected with an X) FLEXIBLE PAVEMENT RIGID PAVEMENT SN = 5/THICK, kip Equivalent Single Axle Loads (ESAL's) to be used for pavement design on this project. I hereby, Loads (ESAL's) to be used for pavement design on this project. I hereby attest that these have been, County: Lee Type of Work: Pavement Resurfacing From MP: 2.997 - 4.778 Per your request, calculated from traffic counts provided by FDOT. K = 9.0% D = 53.1% 24 Hour T = 5.7% Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26112/452826-1_esal.pdf?sfvrsn=62e36f87_1FL FY24-26 3HSP - Updated Final 06.25.24
and decisions can lead to crashes, but the transportation system can be designed to accommodate, forces before death or serious injury occurs; therefore, the transportation system must be designed, Characteristics Inventory, including design/posted speed, functional class, and context classification, planning, designing, constructing, and maintaining transportation facilities and services, on roadway data, including location, roadway functional classification, context classification, design speed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/3-grants/hsp-annual-reports/fl-fy24-26-3hsp---updated-final-06-25-24.pdf?sfvrsn=8e736f50_1E6P80
BASE, BASE GROUP 09 SY 500.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 500.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 500.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 500.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, , FC-12.5, PG 76 -22 TN 100.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 10.000 0425- 5- MANHOLE, - DETECTABLE WARNINGS SF 400.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 1,000.000 0710- 11-101 PAINTED PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/oct30/e6p80.pdf?sfvrsn=ac2246be_1FM1-T310
FLORIDA DEPARTMENT OF TRANSPORTATION State Materials Office 5007 NE 39 th Avenue Gainesville, Florida 32609 July 4, 2024 FM 1-T 310 1 Florida Method of Test for In-Place Density of Soils and Soil Aggregates by Nuclear Methods Designation: FM 1-T310 This standard supersedes former FM, , or other types of eye protection designed to reduce the risk of injury from chipping of material when, Pavement (RAP). b. The nuclear gauge being utilized is listed in Table 2. Table 2 – Department Authorized
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm1-t310.pdf?sfvrsn=40ad05d8_26300301-724FHWA
backfilling trenches in existing pavement, use a flowable fill meeting the requirements of Section 121, that is designed for this specific application. 630-3.1.1 Fiber Optic Cable Conduit: Install, the adjacent soil. When backfilling trenches in existing pavement, use a flowable fill meeting, with a moisture resistant sealant that is designed for this specific application. 630-3.1.1 Fiber Optic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/6300301-724fhwa.pdf?sfvrsn=295d7bd3_220-10-Broadwell-FromSwampToRestStop-AlligatorAlley
Traffic ✓ 30 Spaces capacity, WB-62FL Design Vehicle ✓ Truck parking spaces were not reduced, Improvements ✓ Decorative Pavement ✓ Roadway/Parking Area Signing & Pavement Markings ✓ Parking Area, Drainage Design within Native Plant Exhibit Area PHASE 2 30 Site Improvements – Ve h i c u lar, was a Florida Interstate Semitrailer WB-62 FL per FDOT Design Manual (FDM) 201.6.2 PHASE 2 29 30, • Ensure visitor safety • Use long-lasting materials • Design aesthetic that blends
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/20-10-broadwell-fromswamptoreststop-alligatoralley.pdf?sfvrsn=81b7ca43_1E57F0BidTabs
-Winning Bid 3 ALEXANDER DESIGN + BUILD, LLC $383,965.00 112.96% Responsive Non-Winning Bid 4 AMERICAN DESIGN ENGINEERING CON $521,410.15 153.40% Responsive Non-Winning Bid 5 JANUS CONSTRUCTION CORP, FROM MAGNOLIA AVE TO SR 50 - PAVEMENT ONLY RESURFACE (FLEX) The Improvements under this Contract consist of milling & resurfacing, curb & gutter, sidewalk, and signing and pavement markings on State, DESIGN + BUILD, LLC Units ( ) indicates item is bid as Lump Sum 0001 Roadway SECTION: 0005
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/jul01/e57f0bidtabs.pdf?sfvrsn=a1775a6b_1E21Q1
- TEMPORARY PAVEMENT (21152215201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE, - OPTIONAL BASE, BASE GROUP 09 SY 158.000 0289- 1-104 COARSE AGGREGATE BASE SPECIAL DESIGN, 24" SY 94.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 23,575.000 0334- 1- 12, RAISED PAVEMENT MARKER, TYPE B EA 4,529.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 6.710 0710- 11-131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 10-30 OR 3-9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/may21/e21q1.pdf?sfvrsn=a7e243ae_1E21Q1-06-11-25
- TEMPORARY PAVEMENT (21152215201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE, - OPTIONAL BASE, BASE GROUP 09 SY 158.000 0289- 1-104 COARSE AGGREGATE BASE SPECIAL DESIGN, 24" SY 94.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 23,575.000 0334- 1- 12, RAISED PAVEMENT MARKER, TYPE B EA 4,529.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 6.710 0710- 11-131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 10-30 OR 3-9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/jun11/e21q1-06-11-25.pdf?sfvrsn=1d014825_1DEV102-990TPSC (1-29-24)
components from the designated storage facility to the job site. Unload, erect, and maintain the bridge, then dismantle the bridge and load and return the components to the designated storage facility, Work in accordance with 4-4. Return the bridge components to the designated storage facility, pedestrian or bicycle way that requires temporary pavement or temporary portable access surface, ITS device to the Contractor. 102-13.19 Work Zone Pavement Markings: Price and payment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev102-990tpsc-(1-29-24).pdf?sfvrsn=9da235cf_29480000.origind
: Pressure pipe for direct burial under pavement shall conform to the requirements of ASTM D1785, or AASHTO M196. Additional perforations will be required as indicated in the Design Standards, Index No. 286 for pipes designated under ASTM F758 and ASTM D3034. PVC pipe intended for direct burial, General: Class I (50- year design service life) corrugated polyethylene HDPE pipe used for side drain, Requirements for Class II HDPE (100- Year Design Service Life), Type S Polyethylene HDPE Pipe: Class II
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/9480000.origind.pdf?sfvrsn=7aba3cf7_09480000.FHWA
perforations will be required as indicated in the Design Standards, Index No. 286 for pipes designated under, burial under pavement shall conform to the requirements of ASTM D1785, for Type I, Grade I, Schedule, (50- year design service life) corrugated polyethylene HDPE pipe used for side drain, storm, II HDPE (100- Year Design Service Life), Type S Polyethylene HDPE Pipe: Class II HDPE (100 year
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/9480000.fhwa.pdf?sfvrsn=e60fa60b_09480000.FHWA
for direct burial under pavement shall conform to the requirements of ASTM D1785, for Type I, Grade I, . Additional perforations will be required as indicated in the Design Standards, Index No. 286 for pipes designated under ASTM F758 and ASTM D3034. PVC pipe intended for direct burial in asphalt shall meet, concrete or metal mitered end sections as indicated in the Design Standards. All pipe produced, of polyethylene. Use only concrete or metal mitered end sections as indicated in the Design Standards. All
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/9480000.fhwa.pdf?sfvrsn=cdf23697_0SP0090103LSind
special provisions consistent and pay adjustments consistent with design-build contracts, Documents/Offices Contacted Yes/No Other Standard Plans No Florida Design Manual No Structures Manual, to station dimensions actually constructed within the limits designated by the Engineer; or the final, in the Contract Documents or designated by the Engineer. The Engineer will use the method, Asphaltic Concrete, Miscellaneous Asphalt Pavement, Asphalt Concrete Friction Course, and Asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/sp0090103lsind.pdf?sfvrsn=f18d3cf3_1pg04
facilities and services of statewide and interregional significance. Designation of the SIS, m Strategic Intermodal System Source: FDOT Office of Policy Planning, 2004 Facilities designated, condition. This includes meeting standards for maintenance, bridges and pavement condition, includ- ing population growth and demographic characteristics, and vehicle and roadway design, by the U.S. Environmental Protection Agency has resulted in all of Florida’s urban areas being designated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/trends/archives/pg04_e30a6189-4f29-49a7-8656-c16500f3f0d2.pdf?sfvrsn=81edf87e_0FDOT Recognizes Rail Safety Week and Highlights Floridas Newly-Established, First-in-the-Nation Rail Safety Coalition
members from the Department’s Central Office Safety, Design, Transit, and Freight and Rail Offices, of important countermeasures on state facilities such as increased signage and pavement markings, smart sensors, at designated rail crossings and ensure the ability to clear the tracks completely and safely
https://www.fdot.gov/info/co/news/2024/092320249480000.impl
Pipe: Pressure pipe for direct burial under pavement shall conform to the requirements of ASTM, M36 or AASHTO M196. Additional perforations will be required as indicated in the Design Standards, Index No. 286 for pipes designated under ASTM F758 and ASTM D3034. PVC pipe intended for direct
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/9480000.impl.pdf?sfvrsn=20bb0b65_09260000.impl
shall be applicable for the following types as designated. Type Description A* Anepoxyresin, by QPL **Accepted by certified test report ***Accepted by certification 926-2 Epoxy Design, Compounds. Epoxiesforstructuralbondingwherebituminous pavement overlays will come in contact
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/9260000.impl.pdf?sfvrsn=d2ca6330_0