4650 search results for pavement design
RStandardPlansFY2024-25e
, 2025 State of Florida Department of Transportation Office of Design FY 2024-25 Standard Plans, these Standard Plans to determine the fitness for a particular use of each standard in the design, the engineer from the professional responsibility of developing an appropriate design. PATENTED DEVICES, MATERIALS AND PROCESSES The use of any design, method, process, material or device either expressed, the structural elements used in the design and construction of Department structures. Section 119.071(3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/rstandardplansfy2024-25e.pdf?sfvrsn=c6274fac_2District 5 Letting and Project Information
Cleaning E53C3-R0 Volusia Pavement Markings 1, 2 February 6, 2024, Pavement Repair 1 E57C4 Brevard MOVED TO APRIL 2, 2024 LETTING 1 E58C6 Orange Baylarian Outfall Repair, / Mobilization E59C5-R0 Orange, Osceola Pavement Markings November 5, 2024, /CONTRACT NO. - BID TAB INTENT TO AWARD - CONTRACTOR'S NAME DATE AWARDED E51F5 Alexander Design, E53F4 P & S Paving, Inc. 9/23/2024 E53F5 Carr Construction, LLC 9/23/2024 E54F2 Alexander Design
https://www.fdot.gov/contracts/district-offices/d5/lettings/2024/2024-district-five-letting-and-project-informationD1-02-15-24-30DayBSN
calendar days. CONFLICT OF INTEREST A contractor who performs a constructability review on a design, : The improvements under this Contract consist of milling and resurfacing, widening, pavement reconstruction, , signing and pavement markings, lighting, and signalization on SR 546/SR 600 (US 92) from west, EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 22,216.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, - MISCELLANEOUS ASPHALT PAVEMENT TN 12.300 0425- 1-325 INLETS, CURB, TYPE P-2, PARTIAL EA 1.000 0425
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/feb15/d1-02-15-24-30daybsn.pdf?sfvrsn=f6d74d60_2TP-01-14-25BSN
A contractor who performs a constructability review on a design contract or who participates, to drainage, signing and pavement markings, structures, ITS, and to mill and resurface SR 570 (Polk, (44968825201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44968815201) LS 1.000 0102- 14, 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 37,147.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 59,234.000 0327- 70- 9 MILLING EXISTING ASPHALT PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jan14/tp-01-14-25bsn.pdf?sfvrsn=f7c871d9_1TP-05-06-25BSN2
who performs a constructability review on a design contract or who participates in a value engineering, 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (45208215201) LS 1.000 0102- 2-300 SPECIAL DETOUR, - OPTIONAL BASE, BASE GROUP 12 SY 2,780.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 272.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 12,988.000 0334, 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 10.800 0400- 2- 11 CONCRETE CLASS II, RETAINING WALLS CY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may06/tp-05-06-25bsn2.pdf?sfvrsn=6027750d_1536-001FHWAApproved
details - Added text explaining design speeds for the TL-2 and TL-3 options Sheet 9: Installed, - Specified "TL- 2" Approach Transition; Sheet title - Added applicable design speed Sheet 16: Sheet title - Added applicable design speed Commentary/Background: Sheet 9: Based on a contractor, (Yes/No) Other Standard Plans No FDOT Design Manual Richard Stepp Yes Standard Specifications, . MISCELLANEOUS ASPHALT PAVEMENT: Install Miscellaneous Asphalt Pavement where indicated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/536-001fhwaapproved.pdf?sfvrsn=be98770a_1MPOAC-Staff-Directors-Meeting-Package-November-2018
of the transit funds were designated for capacity improvements. He stated that an explanation has, (PM3); 6 FDOT will report bridge/pavement/System Performance Targets to FHWA; and baseline reports for bridge/pavement/system performance (Interstate only). Ms. Brunelle noted that November 14, 2018, is the deadline for MPOs to set bridge, pavement, and system performance targets, transportation facilities not designated on the SIS if the improvement will enhance mobility or support
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/mpoac-staff-directors-meeting-package-november-2018.pdf?sfvrsn=e5b15cd9_1MPOAC-Governing-Board-Meeting-Package-November-2018
funding, and how much of the transit funds were designated for capacity improvements. He stated, /pavement/System Performance Targets to FHWA; and baseline reports for bridge/pavement/system, to set bridge, pavement, and system performance targets. BUSINESS ITEMS & PRESENTATIONS, transportation facilities not designated on the SIS if the improvement will enhance mobility, with extensive design specifications resulted in a substantially completed transition plan. However
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/mpoac-governing-board-meeting-package-november-2018.pdf?sfvrsn=b9f7adcd_1TP-12-19-24BSN
OF INTEREST A contractor who performs a constructability review on a design contract or who participates, , signing/pavement markings, overhead signing, lighting, intelligent transportation systems, toll plaza, , PEDESTRIAN/BICYCLE, 27" HEIGHT LF 1,841.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY, (43619415201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (43619415201) LS 1.000 0102, 13,205.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 13,573.000 0327- 70- 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/dec19/tp-12-19-24bsn.pdf?sfvrsn=ab934fcf_1TP-01-17-25BSN
A contractor who performs a constructability review on a design contract or who participates, /pavement markings, overhead signing, lighting, intelligent transportation systems, toll plaza, /BICYCLE, 27" HEIGHT LF 1,841.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 1,439.000, (43619415201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (43619415201) LS 1.000 0102- 2-300, MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 13,573.000 0327- 70- 6 MILLING EXISTING ASPHALT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jan17/tp-01-17-25bsn.pdf?sfvrsn=944cdf11_1RStandardPlansFY2025-26e
, 2026 FDOT Roadway Design Office To p ic No: 625-010-003 2025-26 STA N D A R D P L A N S F O R R O A D C O N S T R U C T I O N State of Florida Department of Transportation Office of Design, the fitness for a particular use of each standard in the design of a project. The inappropriate use, responsibility of developing an appropriate design. PATENTED DEVICES, MATERIALS AND PROCESSES The use of any design, method, process, material or device either expressed or implied by these standards
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/rstandardplansfy2025-26e.pdf?sfvrsn=b5544323_2RStandardPlansFY2025-26
, 2026 FDOT Roadway Design Office To p ic No: 625-010-003 2025-26 STA N D A R D P L A N S F O R R O A D C O N S T R U C T I O N State of Florida Department of Transportation Office of Design, the fitness for a particular use of each standard in the design of a project. The inappropriate use, responsibility of developing an appropriate design. PATENTED DEVICES, MATERIALS AND PROCESSES The use of any design, method, process, material or device either expressed or implied by these standards
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/rstandardplansfy2025-26.pdf?sfvrsn=1e67253b_8RStandardPlansFY2025-26e2
, 2026 FDOT Roadway Design Office To p ic No: 625-010-003 2025-26 STA N D A R D P L A N S F O R R O A D C O N S T R U C T I O N State of Florida Department of Transportation Office of Design, the fitness for a particular use of each standard in the design of a project. The inappropriate use, responsibility of developing an appropriate design. PATENTED DEVICES, MATERIALS AND PROCESSES The use of any design, method, process, material or device either expressed or implied by these standards
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/rstandardplansfy2025-26e2.pdf?sfvrsn=c22397f2_1Staff-Directors-Meeting-PackageFEB18
and collaborative approach to safety, including street designs and countermeasures, policies, Pavement Conditions National Performance Management Measures23 CFR Part 490 – System Performance, a presentation on the Bridge, Pavement, and System Performance Measures and Asset Management Final, bridges classified as poor condition Performance Measures on Pavement include the condition measures, for calculating the National Pavement Measures was shown to the members. FHWA will assess the minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/staff-directors-meeting-packagefeb18.pdf?sfvrsn=1eb6a555_1Final-Oct-2017-Staff-Minutes
safety through a multidisciplinary and collaborative approach to safety, including street designs, Performance Management Measures for Assessing Pavement Conditions National Performance Management, and H) Ms. Brunelle, continued by giving a presentation on the Bridge, Pavement, and System, on Pavement include the condition measures based on the interstate system and non-interstate system condition. The data and criteria needed for calculating the National Pavement Measures was shown
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2017/final-oct-2017-staff-minutes.pdf?sfvrsn=4e15e99f_17810000.origind
with current addendums. Design and construct the DMS unit for continuous usage of at least 20 years and the sign structure for a 50-year design life. Ensure that equipment and structures are designed, Design. Are changes needed to the PPM, Design Standards, SDG, CPAM or other manual? No significant, with the C-team. Is a Design Bulletin, Construction Memo, or Estimates Bulletin needed? Yes, . Ensure that the sign housing design and appearance is approved by the Engineer. Ensure that no internal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/7810000.origind.pdf?sfvrsn=3e7ea77e_0Historical Item Averages Statewide 12 Months
SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 49 $49.07 $23,089,476.35 470,505.400 CY N, /RETROREFLECTIVE PAVEMENT MARKER, TYPE D 0102 89 1 63 $1,795.05 $1,595,796.93 889.000 LO N TEMPORARY CRASH, BASE- ASPHALT MATERIAL 0289 1103 1 $253.81 $7,360.49 29.000 SY Y COARSE AGGREGATE BASE SPECIAL DESIGN, 12" 0289 1104 1 $127.00 $11,938.00 94.000 SY Y COARSE AGGREGATE BASE SPECIAL DESIGN, 24" 0327 70 1 26 $2.09 $3,133,230.61 1,500,312.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 0327
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/statewide/pdf/historical-item-averages-statewide-12-months.pdf?sfvrsn=32501f5b_6440-001
.) Geotextile Coarse Aggregate Underdrain Pipe Geotextile Finished Grade Curb & Gutter Pavement 3 1, " ( M i n . ) 6 " 18" (Typ.) Underdrain Pipe Coarse Aggregate Design Water Table Fine, Underdrain Pipe Level Line Design Water Table 3" (Typ.) (Min.) 6" Ditch or Basin Bottom (1:2 Max, ' - 2 " No Geotextile Crown Matches Ditch or Basin Bottom Design Water Table 3" (Typ
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/440-001.pdf?sfvrsn=36eb6e73_1444612-1-52-01 - SR45 - Design Variation - Median Width
444612-1-52-01 - SR45 - Design Variation - Median Width, Project Design Variation Memorandum Form 122-B To: Kevin S. Ingle, P.E. Date: 12 -1 9 -2023 District or Turnpike Design Engineer Financial Project ID: 444612-1-52-01 New Const. ☐ RRR, for: Design Variation Design Element MP: Beg-End Existing Proposed Required Attr. Crashes Approved Denied Addl. Docum. Justification: This design is converting a 14' dual left turn lane into a raised, the corridor and decrease the conflicts and current crash pattern. This design also allows
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25111/444612-1-52-01---sr45---design-variation---median-width.pdf?sfvrsn=d857de7a_1440-001
.) Geotextile Coarse Aggregate Underdrain Pipe Geotextile Finished Grade Curb & Gutter Pavement 3 1, n . ) 6 " 18" (Typ.) Underdrain Pipe Coarse Aggregate Design Water Table Fine Aggregate, Pipe Level Line Design Water Table 3" (Typ.) (Min.) 6" Ditch or Basin Bottom (1:2 Max.) Varies, " No Geotextile Crown Matches Ditch or Basin Bottom Design Water Table 3" (Typ.) Optional Trench
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/440-001.pdf?sfvrsn=89158953_1