4650 search results for pavement design
430-022
Connection and Corrugated Metal Pipe Anchor Details Permissible Pavement Modifications Concrete Pipe, in accordance with Index 430-001. metal band specifically designated to join HDPE, PVC, SRPE, or PVC, . Unless otherwise designated in the plans, concrete pipe mitered end sections may be used with any type, (Pipe/Slab Fillet) D or S D o r R Details Sheets 1 and 3 and Pavement Modification See Ditch, SHEET INDEX 1 ' - 0 " 1:12 or Steeper PERMISSIBLE PAVEMENT MODIFICATION 12" 14" 19" 24" 29
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Permissible Pavement Modifications Concrete Pipe Dimensions and Quantities and Fastener Unit, in accordance with Index 430-001. metal band specifically designated to join HDPE, PVC, SRPE, or PVC pipe, otherwise designated in the plans, concrete pipe mitered end sections may be used with any type 9, /Slab Fillet) D or S D o r R Details Sheets 1 and 3 and Pavement Modification See Ditch, 1 ' - 0 " 1:12 or Steeper PERMISSIBLE PAVEMENT MODIFICATION 7 3 430-022 SIDE DRAIN MITERED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/430-022.pdf?sfvrsn=a8ff5f4e_1Design Standards 2006
Design Standards 2006, Design Standards 2006 Index# Sheet, ) Complete 2006 Design Standards Book (Centered) - 1-2 of 2 Cover06.pdf 2006 Design Standards Book Cover - 1-3 of 3 Contents.pdf 2006 Design Standards Book Table of Contents - 1-4 of 4 Revisions.pdf 2006 Design Standards Book Revision History 1 of 1 SheetReference.pdf Cross reference, of 2 281.pdf Ditch Pavement And Sodding 282 1 of 1 282.pdf Back Of Sidewalk Drainage 283 1 of 1 283.pdf
https://www.fdot.gov/roadway/ds/06/stds.shtmDesign Standards 2010
Design Standards 2010, Design Standards 2010 Index# Sheet, 2010 Design Standards Book - 4 Cover.pdf 2010 Design Standards Book Cover - 3 Content.pdf 2010 Design Standards Book Table of Contents - 5 Revisions.pdf 2010 Design Standards Book Revision History, Drain Mitered End Section 280 3 280.pdf Miscellaneous Drainage Details 281 2 281.pdf Ditch Pavement, 287.pdf Concrete Pavement Subdrainage 288 1 288.pdf Deep Well Injection Box 289 7 289.pdf Concrete
https://www.fdot.gov/roadway/ds/10/stds.shtmPublicHearing_OSCEOLA COUNTY_Summary_2027_2031
2031 Design Build Federal $20,288,994 State $80,300,388 Total for Project 418403-8 $100,589,382, IMPROVEMENT Phase Funding Source 2027 2028 2029 2030 2031 Design Build Federal $11,818,768 State, : PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029 2030 2031 Construction State, WEST OF SR 429 TO THE REEDY CREEK BRIDGE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding, OSCEOLA COUNTY Highways 454212-1 - SR 500/US 192 FROM NOVA AVE TO HIBISCUS RD Type of Work: PAVEMENT
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strength reinforcing is provided steel locations and provide for a constructible design. However, ), Drainage Slot Option Pavement shown herein may be substituted with material for an alternate usage where, locations shown herein, relative to the barrier elevation. Maintain visually smooth and even pavement 2 1 ± 11. FINISH GRADE ELEVATION: At the barrier face location, the finish grade pavement has, 1 (Typ.) Pavement Shoulder PLAN 26 2 521-001 CONCRETE BARRIER 11/01/23 MEDIAN BARRIER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-001.pdf?sfvrsn=b8cb05d7_1D2-12-11-24BSN
. CONFLICT OF INTEREST A contractor who performs a constructability review on a design contract, (MECHANICAL) (TN) 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 1,500.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 13,750.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 3,000.000 0334- 1- 53 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 5.000 0710- 11-123 PAINTED PAVEMENT MARKINGS
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reinforcing is provided steel locations and provide for a constructible design. However, concrete for Shoulder Barrier - Section Options (Continued), Drainage Slot Option Pavement shown, to the barrier elevation. Maintain visually smooth and even pavement 2 1 ± 11. FINISH GRADE ELEVATION: At the barrier face location, the finish grade pavement has a vertical position tolerance, .) Shear Key " 2 1 " x 5 2 1 Optional 1 (Typ.) Pavement Shoulder PLAN Barrier Sta. Median
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a constructability review on a design contract or who participates in a value engineering study workshop or cost, and lighting, signing, pavement marking, traffic signals and Intelligent Transportation System (ITS, OF TRAFFIC (43546115201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (43546115201) LS 1.000, 5,846.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 2,311.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 689.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/apr16/tp-04-16-24bsn.pdf?sfvrsn=e7cdc62f_1D5-12-03-24BSN
A contractor who performs a constructability review on a design contract or who participates, Section 0003 Signing 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 30.000 0711- 11-124, of traffic loops, all existing pavement markings with painted pavement markings, and reflective pavement, - MAINTENANCE OF TRAFFIC LS 1.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY, 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 1.340 0710- 11-102 PAINTED
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A contractor who performs a constructability review on a design contract or who participates, TRAFFIC RAILING- BRIDGE, 27" JERSEY-SHAPE LF 39.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, - MAINTENANCE OF TRAFFIC (44411115201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT, 3,942.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 13,453.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 41,355.000 0327- 70- 11 MILLING EXISTING ASPHALT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/febru/tp-02-28-25bsn.pdf?sfvrsn=b2316a2b_1D4-07-11-25BSN
a constructability review on a design contract or who participates in a value engineering study, , pavement markings (RPM, painted, thermoplastic), signing (single post, single column), lighting, 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44844615201) LS 1.000 0102- 2-300 SPECIAL, /RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 572.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED, BASE- OPTIONAL MATERIALS SY 151.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/jul11/d4-07-11-25bsn.pdf?sfvrsn=ba9dd01c_1NASSAU COUNTY_TWOP2026-2030 WPPH_BY DESCRIPTION_11-13-2024_SUBJECT TO CHANGE
Operations Program: Aviation 443809-2 - FERNANDINA BCH APT DESIGN & CONSTRUCT RWY 13/31 PFL0013185 Type, BEACH MUNICIPAL APT DESIGN & CONST TWY "B" SOUTHERN SECTION Type of Work: AVIATION PRESERVATION, for Project 444411-3 $1,062,500 434909-3 - FERNANDINA BEACH MUNICIPAL APT DESIGN & CONST, HANGAR, BEACH MUNICIPAL APT DESIGN & REHAB ENTRANCE RD PFL0014715 Type of Work: AVIATION PRESERVATION, 441751-2 - HILLIARD AIRPARK DESIGN & CONSTRUCT HANGAR PFL0013227 Type of Work: AVIATION REVENUE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/documents-by-description/nassau-county_twop2026-2030-wpph_by-description_11-13-2024_subject-to-change.pdf?sfvrsn=24367233_1NASSAU COUNTY_TWP2026-2030 WPPH_BY ITEM_11-13-2024_SUBJECT TO CHANGE
Program: Aviation 427545-3 - FERNANDINA BEACH MUNICIPAL APT DESIGN & REHAB ENTRANCE RD PFL0014715, State $500,000 Total for Project 427545-3 $500,000 434909-3 - FERNANDINA BEACH MUNICIPAL APT DESIGN, 441746-3 - HILLIARD APK DESIGN & CONSTRUCT TIE DOWNS PFL #14025 Type of Work: AVIATION PRESERVATION, 441746-3 $200,000 441751-2 - HILLIARD AIRPARK DESIGN & CONSTRUCT HANGAR PFL0013227 Type of Work: AVIATION, Freight Logistics And Passenger Operations Program: Aviation 441751-3 - HILLIARD APK DESIGN
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the perimeter of the sensor on the pavement and routes for lead-in cables. Do not allow the saw cut in the pavement to deviate more than 1 inch [25 mm] from the chalk line. Ensure that all saw cuts are free, by sawing a slot into the pavement perpendicular to the flow of traffic, equal to the length, as specified in the Design Standards. 741-3.3.3 U n e n c a p s u l a t e d S e n s o r : I n s t a l l t h e u n e n c a p s u l a t e d s e n s o r b y sawing a slot into the pavement perpendicular
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d7410000.do.pdf?sfvrsn=bec22e87_0SS9320102
932 NONMETALLICACCESSORYMATERIALS FOR CONCRETE PAVEMENT AND C O N C R ETE STRUCTURES, for use in sealing joints in asphaltic concrete pavement and portland cement concrete pavement, pavement conditions and at ambient temperatures. The manufacturer shall have the option, not be required. Use according to Design Index number 21110. 932-1.3.2 P h y s i c a l R e quirements, be in agreement with the requirements of Design Standards, Index Nos. 305 and 21110. Any modifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss93201020bc44787914c4ff0a8b2f4a20f802fec.pdf?sfvrsn=2ec47f2c_0Errata Exhibit 910-3_ 4 and 5
: 1/1/2024 CONTRACT PLANS COMPONENTS PAVEMENT MARKING PLANS INDEX OF SIGNING AND SHEET NO. SHEET DESCRIPTION ENGINEER OF RECORD: PAVEMENT MARKING PLANS SIGNING AND GOVERNING STANDARD, /design/standardplans Standard Plans for Road Construction and associated IRs are available, 1 . d g n SIGNING AND PAVEMENT MARKING PLANS 123456-1-52-01 FINANCIAL PROJECT ID BAY COUNTY, ARCHITECTURAL LANDSCAPE LIGHTING INTELLIGENT TRANSPORTATION SYSTEMS SIGNALIZATION SIGNING AND PAVEMENT
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(Yes/No) Other Standard Plans No FDOT Design Manual No Standard Specifications No Basis, the 2" height transitions : 12. Junction slabs with rigid pavement: the two inch increase in concrete barrier height is not required. Index 400-091 - Approach Slabs (Rigid Pavement Approaches) Index 400-090 - Approach Slabs (Flexible Pavement Approaches) 11. The following Indexes contain details, of the Concrete Barrier. See Typical Sections on Sheets 2 and 3 for details. 8. Shoulder or Roadway Pavement
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Contacted Affected (Yes/No) Other Standard Plans No FDOT Design Manual No Standard Specifications, pavement: the two inch increase in concrete barrier height is not required. Index 400-091 - Approach Slabs (Rigid Pavement Approaches) Index 400-090 - Approach Slabs (Flexible Pavement Approaches, for details. 8. Shoulder or Roadway Pavement is required on top of the junction slab for its entire, to accommodate the 2" height transitions : 12. Junction slabs with rigid pavement: the two inch increase
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-611intreviewpkg.pdf?sfvrsn=4a9f2cc7_1521-611IndReviewPkg
Contacted Affected (Yes/No) Other Standard Plans No FDOT Design Manual No Standard Specifications, pavement: the two inch increase in concrete barrier height is not required. Index 400-091 - Approach Slabs (Rigid Pavement Approaches) Index 400-090 - Approach Slabs (Flexible Pavement Approaches, for details. 8. Shoulder or Roadway Pavement is required on top of the junction slab for its entire, to accommodate the 2" height transitions : 12. Junction slabs with rigid pavement: the two inch
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