4648 search results for pavement design
dce-memo-24-02-retroactive-implementation-of-fy-2024-25-standard-specification_Expired
. The requirements of this Section are applicable to concrete designated as nonstructural portland cement, .............................. or ASTM C618 and ASTM C989 * Recycled Asphalt Pavement (RAP) may replace up to 20% of the total aggregate in the design mix. Use RAP from a Department approved stockpile. DocuSign Envelope
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/memos/2024/dce-memo-24-02-retroactive-implementation-of-fy-2024-25-standard-specification_expired.pdf?sfvrsn=c61e35c5_1Polk County Freight Plan 01.2025
lanes and rehabilitate pavement • SR 25 (US 27) from Highlands County Line to CR 630A o Add lanes, in truck parking availability. S t a t ewide studies have been conducted to designate more areas
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/publications/d1/polk-county-freight-plan-01-2025.pdf?sfvrsn=3bdc91f5_37090000SS
to the pavement utilizing equipment that will produce continuously uniform dimensions of the stripe, of varying, Application. 709-4.1 General: Apply the Two Reactive Component product to the pavement, and markings, remove any material that would adversely affect the bond of the pavement stripes and markings, ’s recommendations for application temperature. Do not apply pavement markings when winds, of portland cement concrete pavement. Applytrafficstripesormarkings, having well defined edges, over
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/7090000ss.pdf?sfvrsn=113fdfaa_0Structural Materials_09-29-2025
and attendant volume change so as to minimize cracking." Mass Concrete Designation The designer, Section 9.2 Concrete Production Section 9.3 Concrete Pavement Production Facility Guide Materials, in (general) 1.5 in (slip-formed pavement) To l erance ± 1.5 in Increased Slump Concrete (SS 346, Concrete Class I (Pavement) f’c = 3,000 psi (SS 350 – MM 9.3) ⇚ Excessive Slump Issues (Ta rget 1.5, and Evaluation Concrete System Batching Transporting Placing & Finishing Curing Mix Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/structural-materials_09-29-2025.pdf?sfvrsn=ef9100ff_1456054-1 Draft_Meeting Announcement 030325
DESCRIPTION: FC-5 Replacement Milling and Resurfacing Pavement Only Low Bid Design-Build in Pinellas County. The intent of this Low Bid Design-Build project is to replace existing raveling FC-5 Friction, ANNOUNCEMENT OF MARKETING MEETINGS Proposed Low Bid Design-Build Contract US 19 (SR 55) FROM, the replacement of the FC-5 Friction Course and pavement markings that will be impacted by the milling, · DESIGN - PROFESSIONAL SERVICE WORK TYPE REQUIREMENTS: o 3.1 - Minor Highway Design o 7.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/marketingd7/456054-1-draft_meeting-announcement-030325.pdf?sfvrsn=4721375f_1456056-1 MLK_Meeting Announcement_030725
PROJECT DESCRIPTION: FC-5 Replacement Milling and Resurfacing Pavement Only Low Bid Design-Build in Hillsborough County. The intent of this Low Bid Design-Build project is to replace existing, : o 3.1 - Minor Highway Design o 7.1 - Signing, Pavement Marking & Channelization SCHEDULE, ANNOUNCEMENT OF MARKETING MEETINGS Proposed Low Bid Design-Build Contract SR 574 / Dr. MLK Jr, requires the replacement of the FC-5 Friction Course and pavement markings that will be impacted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd7/456056-1-mlk_meeting-announcement_030725.pdf?sfvrsn=491dbe5c_12021_CTD_Annual_Performance_Report
of the CTC for its designated service area, which it then recommends its designation for CTD approval, , Secretary Elizabeth Stutts, Designee Department of Transportation Dane Eagle, Director Vacant, Designee Department of Economic Opportunity Shevaun Harris, Secretary Diane Harris, Designee Department of Children and Families Simone Marstiller, Secretary Erica Floyd-Thomas, Designee Agency for Health Care Administration Barbara Palmer, Director Kent Carroll, Designee Agency
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/studies-reports/2021_ctd_annual_performance_report9de30096a77e4462a15bce3acd0d17c6.pdf?sfvrsn=f49d4432_21020602.FHWA
of issuance. Provide timber dunnage, and transport the bridge components from the designated, and load and return the components to the designated storage facility. Notify the Engineer in writing, in accordance with 4-4. Return the bridge components to the designated storage facility beginning, temporary pavement. SUBARTICLE 102-9.1 is deleted and the following substituted: 102-9.1, in the Plans, Index 600 of the Design Standards and when applicable, in accordance with the approved vendor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/1020602.fhwa.pdf?sfvrsn=91310a9c_02008_Harmonization of Texture and Skid-Resistance Measurements
that there are standards for pavement design and construction with specific provisions for high skid, laser technology in the measurement of pavement macro-texture [10]. ASTM Designation E 1960 also, Conducted at the NCAT Pavement Test Track. Test Method ASTM Designation Test Sections Test, provide a repeatable and accurate measure of pavement macro-texture in terms of Mean Profile Depth, gradient (slope) obtained from DFT test data was not found to be well correlated with pavement texture
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2008_harmonization-of-texture-and-skid-resistance-measurements.pdf?sfvrsn=81e038c4_1SPI-400-090
Pavement Approaches) FY 2024-25 1 Index 400-090 Approach Slabs (Flexible Pavement Approaches) Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG); Structures Detailing Manual (SDM). Design Assumptions and Limitations Index 400-090 is intended to be used with asphalt (flexible) roadway approach pavement. Approach Slabs are intended to provide a smooth vertical transition between the roadway approach pavement and the bridge. They are supported
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-400-090.pdf?sfvrsn=dca52e7e_1SPI-400-090e
Pavement Approaches) FY 2024-25 1 Index 400-090 Approach Slabs (Flexible Pavement Approaches) Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG); Structures Detailing Manual (SDM). Design Assumptions and Limitations Index 400-090 is intended to be used with asphalt (flexible) roadway approach pavement. Approach Slabs are intended to provide a smooth vertical transition between the roadway approach pavement and the bridge. They are supported
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-400-090e.pdf?sfvrsn=4b4c9d74_1contractchangecodingdocumentcpam
components not constructible as shown in plans 113 Modification to pavement design required 115, . Following are examples resulting from discussions between Design and Construction. These examples, to a contract which should have been foreseen using standard design practices and appropriate project, avoidable. Examples of Avoidable vs. Unavoidable Contract Changes (1) In house designer fails, to address the work even though the designer did not anticipate it. The resulting overruns are large
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/contractchangecodingdocumentcpam.pdf?sfvrsn=5a0d5b52_19Attachment 7.3
components not constructible as shown in plans 113 Modification to pavement design required 115, . Following are examples resulting from discussions between Design and Construction. These examples, to a contract which should have been foreseen using standard design practices and appropriate project, avoidable. Examples of Avoidable vs. Unavoidable Contract Changes (1) In house designer fails, to address the work even though the designer did not anticipate it. The resulting overruns are large
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/attachment-7-3.pdf?sfvrsn=7d61aa9f_70090103LS.FHWA
designated by the Engineer; or the final dimensions measured along the final surface of the completed work within the neat lines shown in the Contract Documents or designated by the Engineer, design with 6.25% liquid asphalt weighing 8.58 lb/gal. Payment will be made on the current progress, Design Thickness/Spread Rate: The average spread rate per sublot will be used to determine, with other layers, will meet the design thickness or spread rate specified in the Contract Documents
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/0090103ls.fhwa.pdf?sfvrsn=96e8acd0_09-2023_Fall Construction Academy_Concrete and Structural Materials
hrs Mass Concrete Designation The designer includes the designation in plan sheets. (SDG) Mass, Concrete (SS 346 - 350) Ta rget Slump 3 in (general) 1.5 in (slip-formed pavement) To l erance, Concrete Conventional Concrete Conventional Concrete Class I (Pavement) f’c = 3,000 psi (SS 350 – MM, Placing & Finishing Curing Mix Design (Proportioning) Sources of variability in concrete SS 901, MM 9.2 ��′���� = ��′ �� + �������������������� Basis of Concrete Mix Design ⇛ SS 346 & MM 9.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2023-construction-academy/fall-2023/9-2023_fall-construction-academy_concrete-and-structural-materials.pdf?sfvrsn=c2410c3_13460000SS
) of the designated mass concrete elements during curing. Submit both the mass concrete mix design, these concretes using two separate design mixes. For example, designate the mix with calcium nitrite, type of cement is designated elsewhere, use Type I, Type IP, Type IS, Type IP (MS), Type II, or Type III cement in all classes of concrete. Useonlythetypesofcements designated for each environmental condition in structural concrete. A mix design for a more aggressive environment may be substituted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3460000ssb0a110b456894df488dee84d06403b3d.pdf?sfvrsn=cef3eb5a_0DEV332FDR (4-9-24)
specifically designed for pavement reclaiming and capable of pulverizing and mixing pavement, base, course constructed by in-place pulverizing and blending of the existing bituminous pavement, , and other additives. Pulverize existing asphalt pavement and underlying base material by a method that does not damage the material below the design depth as shown in the Plans. Refer to the Plans, that the Specification criteria for each project was met. 332-4 Mix Design. Prior to construction, obtain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev332fdr-(4-9-24)8064388d-a508-4d8f-a243-e857905631f6.pdf?sfvrsn=87b73bda_1Chapter11s4
for each adjustment type within the body of this chapter. On Lump Sum and Design Build Projects, is the Contractor’s responsibility to coordinate with the Project Administrator (PA) (or designee) to verify, for Open Graded Friction Course (FC-5)) for each pay item based on the tonnages and mix designs used, % (for projects let before July 2022) or 110% (for projects let July 2022 and after) of the designed, ) = 105% or 110% x (Designed Surface Area (SY)) Designed Surface Area (SY) = Plan Quantity + any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter11s4.pdf?sfvrsn=7c03da58_9CHAPTER 16
-Build Procurement and Administration for selecting a design-build team. LAP project concept designs, ) ........................................................................ 3 16.2.3 Design-Build, to use the design- build process for buildings, major bridges, and rail corridor projects. In 1996, /disincentive (I/D) provision based on the “daily road user cost rate”. 16.2.3 Design-Build Design-build assigns the design and construction of a project to one firm (or team), allowing construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/manual/chapter-16.pdf?sfvrsn=d3f7f286_59320300-122FHWA
NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. Dear Mr. Nguyen: We, Jobs NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV, Size Designation Nominal Bar Diameter (in.) Nominal Cross- Sectional Area (in 2, production LOTS shall be randomly sampled at the production facility by a designee of the SMO, All Jobs NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/9320300-122fhwa.pdf?sfvrsn=8e9981f5_2