4647 search results for pavement design
FLDOT_2025 HSIP Implementation Plan_FINAL20250909
management strategies based on design speed, revisions to sidewalk and crosswalk designs that improve, achieve the safety target include the Program Planning Workshops and FDOT’s Development, Design, motorists with signing, pavement markings, and advanced detection and warning systems at interstate, approved as the next statewide systemic initiative to include chevron, in lane pavement, and advance curve, is now included in the 2025 FDOT Design Manual (FDM) and provides design and planning support
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/11a-safetyengineering/fhwa-reports-plans/fldot_2025-hsip-implementation-plan_final20250909.pdf?sfvrsn=e91e92de_1DEV334-337-916FRA (12-2-25)
: Construct a Fuel Resistant Superpave Asphalt Concrete pavement with the type of mixture specified, Classification: The Fuel Resistant Superpave mix is classified as fine graded and designated as Type, thickness) Gmm= Maximum specific gravity from the verified mix design The weight of the mixture, to 5 feet wide), the layer thickness for the upper pavement layer and shoulder must be the same, binder PG 88-22 (FR). 334-2.3 Reclaimed Asphalt Pavement (RAP) Material: Do not use RAP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev334-337-916fra-(12-2-25).pdf?sfvrsn=586e5e65_4SPI-536-001
Terminals is limited, the designer may stipulate a location- specific 'Design Length' as shown, 536-001 Guardrail Design Criteria FDOT Design Manual (FDM), 215 ; AASHTO Roadside Design Guide, Design Assumptions and Limitations For guardrail requirements, including hazard setbacks, crash test, to design a complete guardrail configuration on a project- specific basis. The design of guardrail, the requirements of the Index are not violated including section geometry, adjacent pavement, and grading
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-536-001.pdf?sfvrsn=328f7d6f_1SPI-536-001
'Design Length' method, the designer is responsible for ensuring the Standard Plans Instructions Topic, 536-001 Guardrail Design Criteria FDOT Design Manual (FDM) , 215; AASHTO Roadside Design Guide, Design Assumptions and Limitations For guardrail requirements, including hazard setbacks, crash, together to design a complete guardrail configuration on a project- specific basis. The design, , where the requirements of the Index are not violated including section geometry, adjacent pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-536-001.pdf?sfvrsn=316ef91b_1449681-1 Coconut Rd RAB Imp_SCOPE CONCEPT LRE_FINAL_2024-0124 LT
locations should be verified during the design phase. Traffic Scope Items: Signing and Pavement, – Gas 12. Any Special MOT concerns? No 13. Any Construction concerns? No 14. Posted/Design Speed, . The district design project manager is responsible for verifying all items in the scope and shall review, the proposed deviations with the scoping team and the District Roadway Design Engineer for approval, and pavement markings for the RABs. Via Coconut Point at Pelican Colony Blvd. and William Rd
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25112/449681-1-coconut-rd-rab-imp_scope-concept-lre_final_2024-0124-lt.pdf?sfvrsn=1eb19e82_120250604_447428-1_SR 35_16030
locations. For pavement design, assume 12 inches of thickness for stabilization. 2. Mile posts, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. 447428-1, thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches, thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches, : 16030000 Avenue G SW Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20250604_447428-1_sr-35_16030.pdf?sfvrsn=d663cd36_1SPI-521-512
Standard Plans Instructions Topic No. 625-010-003 Index 521-512 Concrete Barrier /Noise Wall Junction Slab FY 2024-25 1 Index 521-512 Concrete Barrier /Noise Wall Junction Slab Design Criteria See Instructions for Index 521-510. Design Assumptions and Limitations Use this Standard, for Index 521-510. In Roadway Plans: When using Index 521-512 with asphalt pavement, show shoulder, roadway pavement and Type SP overbuild. Variable thickness Type SP asphalt is paid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-521-512.pdf?sfvrsn=41eb3cc8_1SPI-521-512
Standard Plans Instructions Topic No. 625-010-003 Index 521-512 Concrete Barrier /Noise Wall Junction Slab FY 2025-26 1 Index 521-512 C oncrete Barrier /Noise Wall Junction Slab Design Criteria See Instructions for Index 521-510. Design Assumptions and Limitations Use this Standard, for Index 521-510. In Roadway Plans: When using Index 521-512 with asphalt pavement, show shoulder, roadway pavement and Type SP overbuild. Variable thickness Type SP asphalt is paid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-512.pdf?sfvrsn=4dd1d8f7_1SPI-521-512
Standard Plans Instructions Topic No. 625-010-003 Index 521-512 Concrete Barrier /Noise Wall Junction Slab FY 2026-27 1 Index 521-512 C oncrete Barrier /Noise Wall Junction Slab Design Criteria See Instructions for Index 521-510. Design Assumptions and Limitations Use this Standard, for Index 521-510. In Roadway Plans: When using Index 521-512 with asphalt pavement, show shoulder, roadway pavement and Type SP overbuild. Variable thickness Type SP asphalt is paid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-512.pdf?sfvrsn=52b1601c_120231011_ROW_Full
or the District Right of Way Manager or designee. The District Right of Way Manager or designee must also, of Way Manager and his/her select-exempt service designees. Quality Control Program: A written plan, ) Modifications or revisions to right of way requirements or project design that may mitigate cost, business damages, and hardship situations. Significant issues should be discussed with the Design, . Access design and impacts to a right of way acquisition parcel should be determined prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rightofway/documents/rowmanual/20220506_row_full.pdf?sfvrsn=3604477c_4RIGHT_OF_WAY_MANUAL_FULL
or the District Right of Way Manager or designee. The District Right of Way Manager or designee must also, of Way Manager and his/her select-exempt service designees. Quality Control Program: A written plan, ) Modifications or revisions to right of way requirements or project design that may mitigate cost, business damages, and hardship situations. Significant issues should be discussed with the Design, . Access design and impacts to a right of way acquisition parcel should be determined prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rightofway/documents/rowmanual/right_of_way_manual_full.pdf?sfvrsn=263b0416_43530100.impl
of concrete pavement with portland cement concrete free of any uncontrolled cracks. Repair the damaged, that transverse slope deviations of the finished pavement do not exceed 1/8 inch with the straightedge laid in a direction perpendicular to the centerline. When portland cement concrete pavement abuts bridge approaches or pavement not under this Contract, ensure that the longitudinal slope deviations of the finished pavement do not exceed 1/8 inch in 10 foot length. Produce a uniform, gritty
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/3530100.impl.pdf?sfvrsn=c956e469_0Structural Materials_Makeup Session 01-21-2025
change so as to minimize cracking." Mass Concrete Designation The designer includes, Concrete Pavement Production Facility Guide Materials Manual Vo l u me I (Training Articles, pavement) To l erance ± 1.5 in Increased Slump Concrete (SS 346) Ta rget Slump 7 in (maximum, Increased Slump Concrete Conventional Concrete Conventional Concrete Class I (Pavement) f’c = 3,000, Transporting Placing & Finishing Curing Mix Design (Proportioning) Sources of variability
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2024-fall-construction-academy/structural-materials_makeup-session-01-21-2025.pdf?sfvrsn=dde6207c_144893815201-SummaryPayItemsReport
State Highway Letting Date: 03/26/2025 US Route: US 27 Designer: U516 State Route: SR 25 Page 1, GROUP 09 SY 211.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 1,028.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 1,763.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 7,785.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 53,821.000 0327- 70- 13 MILLING EXISTING ASPHALT PAVEMENT, 1 3/4" AVG DEPTH SY 382.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-summarypayitemsreport.pdf?sfvrsn=f3d04b26_19710104-724origind
by Mass Passing Designated Sieve (AASHTO R 98) Grading Designation Type 1* Type 3* Type 4* Type 5, FDOT Design Manual ConstructionProject Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Synopsis: Summarize the changes, .) Maintenance Specs Will this revision necessitate any of the following: Design Bulletin Construction (DCE, 9.Whatisthecommunicationplan? 10.Whatisthescheduleforimplementation? 2 9710104 All Jobs PAVEMENT MARKING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9710104-724origind.pdf?sfvrsn=83918e93_1Draft RDO Bulletin 22-03
, FL 32399-0450 JARED W. PERDUE, P.E. SECRETARY www.fdot.gov ROADWAY DESIGN BULLETIN 23-03, of Transportation Operations, District Directors of Transportation Development, District Design Engineers, District Construction Engineers, District Roadway Design Engineers, District Drainage Engineers FROM: Derwood Sheppard, P.E., State Roadway Design Engineer Tim Lattner, P.E., Director, Office, Concept Implementation This bulletin updates the 2023 FDOT Design Manual (FDM) chapter 251 Stormwater
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/bulletins/draft-rdo-bulletin-22-03.pdf?sfvrsn=b479be0e_19430000.FHWA
be done at the manufacturing plant and witnessed by the Engineer or designated representative. 943-2, and paved invert (Type C), with the following additions and exceptions: (a)1. The smooth pavement formed, of the pipe to designate the center line of the top of the pipe. (d)4. Lifting lugs shall be attached, by the Engineer or designated representative. 943-2 Round Culvert Pipe, and exceptions: 1.Thesmooth pavement formed by the asphalt cement shall extend over the entire interior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9430000.fhwa.pdf?sfvrsn=f984ce6a_09430000.FHWA
and witnessed by the Engineer or designated representative. Test the gaskets in accordance, additions and exceptions: (a) The smooth pavement formed by the asphalt cement shall extend over, ) No markings will be required on the outside of the pipe to designate the center line of the top, and witnessed by the Engineer or designated representative. 943-2 Round Culvert Pipe. For round, and exceptions: (a) The smooth pavement formed by the asphalt cement shall extend over the entire
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/9430000.fhwa.pdf?sfvrsn=60399fc1_09310101-724IMPL
931 METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 5-5-23) (FA 11-7-23) (FY 2024-25) SUBARTICLE 931-1.1.5 is deleted and the following substituted: 931-1.1.5 Acceptance of Steel Bars: Acceptance of reinforcing steel shall be based on the manufacturer being, the specification limits of the ASTM or AASHTO designation for the size, grade, and any additional, : 931-3 Metal Dowel Bar Assemblies for Joints in Concrete Pavement. 931-3.1 Approved Product List
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9310101-724impl.pdf?sfvrsn=7caacf2f_1D9250000.do
original container, labeled with the manufacturer’s name, plant location, grade designation, and delivered to storage tanks designed to provide thorough agitation by means of compressed air. 925-2.2 S, , the blanket may be furnished in three strips; one strip being the neat width of the pavement, with two, by at least twice the thickness dimension of the pavement edge, and the sheets shall overlap
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9250000.do.pdf?sfvrsn=9d5d8837_0