4648 search results for pavement design
1100700.origind
/Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): Structures Design staff contacted (name): Will the proposed revision involve PPM changes? Yes No Roadway Design staff contacted (name, ): Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates Bulletin, specification change. This change was proposed by Richard Stepp of the State Roadway Design Office
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/1100700.origind.pdf?sfvrsn=611b3fa8_22J8
Pavement Inspections Airport Directory Information Please explore the data, Select a license... Pavement Inspections Pavement condition is assessed utilizing the pavement condition index (PCI, a means for systematically assessing pavement condition and provides, required to sustain functional pavement conditions. Pavement
https://www.fdot.gov/aviation/airportslist/2J8F15
Inspections Pavement Inspections Airport Directory Information Please explore, Pavement Inspections Pavement condition is assessed utilizing the pavement condition index (PCI) methodology as defined, assessing pavement condition and provides an indication of the degree, required to sustain functional pavement conditions. Pavement deterioration is characterized
https://www.fdot.gov/aviation/airportslist/F153FL
Pavement Inspections Airport Directory Information Please explore the data, Airport License 06-29-2020 Facility Conditions 06-29-2020 Pavement Inspections Pavement condition is assessed utilizing the pavement condition index (PCI) methodology as defined by the FAA. The PCI methodology provides a means for systematically assessing pavement condition
https://www.fdot.gov/aviation/airportslist/3FLFM5-524
FLORIDA DEPARTMENT OF TRANSPORTATION State Materials Office 5007 NE 39 th Avenue Gainesville, Florida 32609 December 9, 2014 FM 5-524 1 Florida Method of Test for REFLUX EXTRACTION OF BITUMEN FROM BITUMINOUS PAVING MIXTURES Designation: FM 5-524 1. SCOPE This method c overs a procedure for reflux extraction of bitumen in hot-mixed pavement mixtures and pavement samples to be used in the Recovery of Asphalt from Solution Using the Rotavapor Apparatus, FM 5-627. 2. REFERENCED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm5-52476086944-04ec-4652-b914-ca21d30528c9.pdf?sfvrsn=27cad7b8_1FDOT_CO TIP_Template
Safety Planning and Programming 8 2.4 Safety Investments in the TIP 10 3.0 Pavement & Bridge Condition Measures (PM2) 13 3.1 Bridge & Pavement Condition Targets 13 3.2 Bridge & Pavement Investments, Safety Targets 37 A.2 Safety Trends 38 A.3 Safety Investments in the TIP 40 A.4 Bridge & Pavement, Statewide Bridge and Pavement Condition Performance Targets 14 Table 3.2 [MPO name] Pavement and Bridge, the Highway Safety measures (PM1); Section 3 covers the Bridge and Pavement Condition measures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/pdis-documents/fdot_co-tip_template.docx?sfvrsn=1c4be74e_2Context Classification Framework for Bus Transit FINAL
, local government, and Florida Department of Transportation (FDOT) planners and designers who, agencies and local governments, FDOT is committed to providing the tools, guidance, and design expertise to help plan and design state roads so that these roadways do not only accommodate transit, . As with other elements of roadway design, the approach to integrating transit is not one-size-fits-all, , this document references FDOT Design Manual’s (FDM) design criteria and procedures that can be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/transit-facilities-design/context-classification-framework-for-bus-transit-final.pdf?sfvrsn=a53e4325_2D3310000.do
for mix design verification. CrushedReclaimed Portland Cement Concrete Pavement may be used, samples for mix designs. WhentheRAPtobeusedasacomponent in a mix design is stockpiled from a previous DOT project and the Composition of Existing Pavement is known, design the mix and submit, of mix design. The Engineer will run viscosities on the reclaimed asphalt pavement and furnish, of Mix Design: Submit all requests for revisions to approved mix designs, along with supporting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3310000.do.pdf?sfvrsn=f194e44d_0Exhibit 913-7
STABILIZATION LBR 40 GROUND NATURAL TRAFFIC DATA CONTEXT CLASSIFICATION = N/A DESIGN SPEED = 70 MPH DESIGN HOUR T = 5 % K = 9 % D = 56 % T = 10 % (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT, TO EXISTING PAVEMENT * ACTUAL WIDTH OF BASE WIDENING STA. 1342+25.00 TO STA. 1950+85.75 I-75 (SR 93, 76-22) MILL EXISTING ASPHALT PAVEMENT (2 ¼" DEPTH) EXISTING OUTSIDE SHOULDER PAVEMENT GROUND, ASPHALT PAVEMENT (1 ƀ" DEPTH) NEW INSIDE SHOULDER PAVEMENT GROUND-IN RUMBLE STRIPS (INDEX 546-010
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-7.pdf?sfvrsn=73c3581_1Exhibit 913-7
STABILIZATION LBR 40 GROUND NATURAL TRAFFIC DATA CONTEXT CLASSIFICATION = N/A DESIGN SPEED = 70 MPH DESIGN HOUR T = 5 % K = 9 % D = 56 % T = 10 % (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT, TO EXISTING PAVEMENT * ACTUAL WIDTH OF BASE WIDENING STA. 1342+25.00 TO STA. 1950+85.75 I-75 (SR 93, 76-22) MILL EXISTING ASPHALT PAVEMENT (2 ¼" DEPTH) EXISTING OUTSIDE SHOULDER PAVEMENT GROUND, ASPHALT PAVEMENT (1 ƀ" DEPTH) NEW INSIDE SHOULDER PAVEMENT GROUND-IN RUMBLE STRIPS (INDEX 546-010
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-913-7.pdf?sfvrsn=51d242da_13000100-122origind
Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, and on existing pavement surfaces. SUBARTICLE 300-8.4 is deleted and the following substituted: 300-8.4, by 0.6. Table 300-2 Tack Coat Application Rates Asphalt Mixture Type Underlying Pavement Surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/3000100-122origind.pdf?sfvrsn=bfdb8e78_2Exhibits 913-3-7-13
STABILIZATION LBR 40 GROUND NATURAL TRAFFIC DATA CONTEXT CLASSIFICATION = N/A DESIGN SPEED = 70 MPH DESIGN HOUR T = 5 % K = 9 % D = 56 % T = 10 % (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT, TO EXISTING PAVEMENT * ACTUAL WIDTH OF BASE WIDENING STA. 1342+25.00 TO STA. 1950+85.75 I-75 (SR 93, 76-22) MILL EXISTING ASPHALT PAVEMENT (2 ¼" DEPTH) EXISTING OUTSIDE SHOULDER PAVEMENT GROUND, ASPHALT PAVEMENT (1 ƀ" DEPTH) NEW INSIDE SHOULDER PAVEMENT GROUND-IN RUMBLE STRIPS (INDEX 546-010
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibits-913-3-7-13.pdf?sfvrsn=a3e0cf20_1Exhibit 913-7
CLASSIFICATION = N/A DESIGN SPEED = 70 MPH DESIGN HOUR T = 5 % K = 9 % D = 56 % T = 10 % (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT = 51500 ESTIMATED OPENING YEAR = 2020 AADT = 23300 = 2018 AADT, BASE WIDENING WIDTH. MAY VARY DUE TO EXISTING PAVEMENT * ACTUAL WIDTH OF BASE WIDENING STA. 1342, STRUCTURAL COURSE (TRAFFIC E) (1 ƀ") (PG 76-22) MILL EXISTING ASPHALT PAVEMENT (2 ¼" DEPTH) EXISTING OUTSIDE SHOULDER PAVEMENT GROUND-IN RUMBLE STRIPS (INDEX546-010) TYPE SP STRUCTURAL COURSE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-913-7.pdf?sfvrsn=665d19ac_2fdot-bdv31-977-104-rpt
conducted to evaluate the effect of weakly-bonded scabbed layer on pavement responses and potential, this project. vi EXECUTIVE SUMMARY Milling is used to remove existing pavement distresses prior, representation were conducted to evaluate the effect of weakly-bonded scabbed layer on pavement responses, of weakly-boned scabbed layer on vii pavement responses without considering scab size. Results, more comprehensive evaluation of the effect of weakly-bonded scabbed layer on pavement responses
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv31-977-104-rpt.pdf?sfvrsn=a9242b52_3E21F5-RFP-Addendum01Summary-12-8-23
Page 1 of 1 SR 212 (Beach Blvd.) from Cedar Swamp Creek to Brougham Avenue Drainage Improvements Duval County, Florida Financial Project Number(s): 432849-1-52-01 & 432849-1-52-02 Federal Aid Project Number(s): D221-013-B Contract Number: E21F5 Addendum #1 – December 8, 2023 RFP Revisions: Page Revision 5 Removed language related to exotic plants. 6-7 Updated Schedule of Events. 34 Removed pavement marking eradication language. 34-35 Removed detour design language. Bid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/design-build/e21f5/e21f5-rfp-addendum01summary-12-8-23.pdf?sfvrsn=9931d77d_1444008-4 Phase IIR Changes
Phase II to Phase IIR Changes SR 93 (I-75) From MP 33.989 to MP 46.000 Collier County FPID 444008-4-52-01 October 20, 2022 The previous submittal was Phase II for the entire 50 mile I-75 project limits before it was subdivided into three segments. This is the last of the three segments in design (-4-) and the remaining two segments (-2- and -3-) are under construction. This -4- segment, and associated Typical Section Details • Provided the quantities II. Signing and Pavement Marking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25115/444008-4-phase-iir-changes.pdf?sfvrsn=d117156d_19310102.resp
9310102 All Jobs 9310102 Metal Accessory Materials for concrete pavement and concrete Structures COMMENTS FROM INTERNAL/INDUSTRY REVIEW Gevin J. McDaniel, P.E. Senior Structures Design Engineer Comment: (10-17-13) The ASTM requirements should only be listed in Section 931. All other sections should refer to 931 instead of the ASTM. Response: I agree with the comment and propose changes in Section 931 as followis Section 931 is expanded as follows: 931-3.6 Materials: The wire
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/9310102.resp.pdf?sfvrsn=66ba683d_0Program Management Bulletin 22-01
pavement marking materials per FDOT Design Manual, Chapter 230 and Audible Vibratory Treatments per, of Transportation Operations, District Directors of Transportation Development, District Design Engineers, District Construction Engineers, District Structures Design Engineers, District Maintenance Engineers, District Consultant Project Management Engineers, District Roadway Design Engineers, No. 525-010-300) to implement low-cost safety countermeasures in project design and construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/bulletins/fpo/2022/program-management-bulletin-22-01.pdf?sfvrsn=f380e339_1FDOT D5 Roundabout Ready Campaign_SUBMITTED 4.3.25
traffic flow. Signage and pavement markings will also be included as part of the design. PIO Contact, . Design will also include landscaping the roundabout and signage and pavement markings. PIO Contact, , designed for approximately 15-25 mph. • Roundabouts are being embraced throughout the nation, = safer roads for everyone. � � � � Learn more about how roundabout design keeps communities safe, pedestrian safety, reducing crashes by up to 40%! � � Safer designs keep everyone moving confidently
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d5-safety-documents/fdot-d5-roundabout-ready-campaign_submitted-4-3-25.pdf?sfvrsn=2254c594_15260000int
will reduce the need for future maintenance. Also, designers are requesting Modified Special, /No Other Standard Plans No Florida Design Manual No Structures Manual No Basis of Estimates Manual, the maintenance costs. Which FDOT offices does the change impact? Design, Estimates, Construction, Maintenance, Paver) Local Side Streets (≤ 35 mph Design Speed) Do Not Use X X Commercial Driveways Do Not Use X, or Cement Concrete Pavement meeting the requirements of Section 350, placed as the final lift of base
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/5260000int.pdf?sfvrsn=b01bba4d_1