4650 search results for pavement design
630-010FHWAReviewPkg
/No) Other Standard Plans No FDOT Design Manual No Standard Specifications No Basis of Estimates, and cap the Conduit. Drive a 3’-0”± long ¾” (min.) diameter Steel Pipe 3. For Conduit not designated for future use, see Plans for details. For Conduit designated for locations and details. other, ) (See Sheet 1 Steel Pipe, (Min.) 2'-0" Pavement or Rubble Riprap Edge of adjacent Slope EJB, '-0" (Min.) Pavement or Rubble Riprap Edge of adjacent Slope Note 3) (See Sheet 1 Steel Pipe
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/630-010fhwareviewpkg.pdf?sfvrsn=e445500_1630-010FHWA-Approved
/No) Other Standard Plans No FDOT Design Manual No Standard Specifications No Basis of Estimates, and cap the Conduit. Drive a 3’-0”± long ¾” (min.) diameter Steel Pipe 3. For Conduit not designated for future use, see Plans for details. For Conduit designated for locations and details. other, " Pavement or Rubble Riprap Edge of adjacent Slope EJB Spacing 300'-0" (Max.) (1'-6" Max. x 8" Max. x, " (Min.) 2'-0" (Min.) Pavement or Rubble Riprap Edge of adjacent Slope Note 3) (See Sheet 1 Steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/630-010fhwa-approved.pdf?sfvrsn=4a713b0a_11020900-723origind
Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual, .) Maintenance Specs Will this revision necessitate any of the following: Design Bulletin Construction, on devices and pavement markings are exempt from this requirement. Notify the Engineer in writing, listed on the APL that meet the requirements of Section 990. Use cone collars at night designed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/1020900-723origind.pdf?sfvrsn=5fcc291d_12025FDM925RdwyXSections
Topic #625-000-002 FDOT Design Manual 905 925 - Roadway Cross Sections 905 925 Roadway Cross, in Project Suite Enterprise Edition (PSEE) within the Design Development Documentation Module (see FDM, based on the type and complexity of the project. Topic #625-000-002 FDOT Design Manual 905 925, features, e.g., pavement, curb, sidewalk. (5) Show and label parallel underground utilities. Label only, template and include: (a) Profile grade elevation(s) (b) Special ditch elevations (c) Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm925rdwyxsections.pdf?sfvrsn=6e393d67_27010500.origind
o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): S tructures Design staff contacted (name): W i l l t h e p r o posed revision involve PPM changes? Yes No Roadway Design staff contacted (name): W i l l t h e p r o posed revision involve CPAM, h i s r evision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, e d T h e r m o p l a s t i c Pavement Markings. Inaccordance with Specification Development
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/7010500.origind.pdf?sfvrsn=b3e43621_03530302.origind
o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): S tructures Design staff contacted (name): W i l l t h e p r o posed revision involve PPM changes? Yes No Roadway Design staff contacted (name): W i l l t h e p r o posed revision involve CPAM, h i s r evision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, not be considered. Your input is encouraged. DS/dt Attachment 3530302 All Jobs CONCRETE PAVEMENT SLAB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/3530302.origind.pdf?sfvrsn=b2a94679_0Specrev3-July14
, Chief Engineer FROM: Duane Brautigam, Director, Office of Design David Sadler, Director, Office, Director, Office of Design Date David Sadler Signature on file 4-8-14 Director, Office of Construction, Office Duane Brautigam, Director, Office of Design David Sadler, Director, Office of Construction, Design Bulletin 14-06, dated March 14, 2014. As per this bulletin, barrier delineators will replace, , meeting the requirements of the Design Standards and Section 705have been properly maintained
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/specrev3-july14.pdf?sfvrsn=d8e0e791_0Exhibit 913-6
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 = 22300, GROUP 9 SHOULDER PAVEMENT GROUND-IN RUMBLE STRIPS (INDEX 546-010) ") (PG 76-22) 2 1 TYPE SP, OF OPTIONAL BASE MATERIAL (GRANULAR ONLY) THIS AREA MAY BE CONSTRUCTED 1 : 6 SHOULDER PAVEMENT DETAIL PAVEMENT SHOULDER VARIES 12' TYPE A FENCE GROUND NATURAL Exhibit 913-6 Facility 4-Lane
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-6.pdf?sfvrsn=c88feb53_1Exhibit 913-2
Exhibit 913-2 4-Lane Flush Shoulder Date: 1/1/2025 TRAFFIC DATA SHOULDER PAVEMENT DEPTH, . 0 2 SHOULDER PAVEMENT DETAIL STABILILZATION SMOOTHNESS CLASS 3 STA. 63+65.42 TO STA. 328+65.14, CONTEXT CLASSIFICATION = C1 STA. 63+65.42 TO STA. 108+35.00 DESIGN SPEED = 55 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 CURRENT YEAR = 2018 AADT = 22300 PAVEMENT SHOULDER STA. 157+75.40 TO STA. 215
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-2.pdf?sfvrsn=ae931178_3Redlines Exhibit 913-2
Exhibit 913-2 4-Lane Flush Shoulder Date: 1/1/2025 TRAFFIC DATA SHOULDER PAVEMENT DEPTH, . 0 2 SHOULDER PAVEMENT DETAIL STABILILZATION SMOOTHNESS CLASS 3 STA. 63+65.42 TO STA. 328+65.14, CONTEXT CLASSIFICATION = C1 STA. 63+65.42 TO STA. 108+35.00 DESIGN SPEED = 55 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 CURRENT YEAR = 2018 AADT = 22300 PAVEMENT SHOULDER STA. 157+75.40 TO STA. 215
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-913-2.pdf?sfvrsn=b8c4ebd9_3Exhibit 913-2
Exhibit 913-2 4-Lane Flush Shoulder Date: 1/1/2025 TRAFFIC DATA SHOULDER PAVEMENT DEPTH, . 0 2 SHOULDER PAVEMENT DETAIL STABILILZATION SMOOTHNESS CLASS 3 STA. 63+65.42 TO STA. 328+65.14, CONTEXT CLASSIFICATION = C1 STA. 63+65.42 TO STA. 108+35.00 DESIGN SPEED = 55 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 CURRENT YEAR = 2018 AADT = 22300 PAVEMENT SHOULDER STA. 157+75.40 TO STA. 215
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-913-2.pdf?sfvrsn=98200f34_1Exhibit 913-6
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 = 22300, GROUP 9 SHOULDER PAVEMENT GROUND-IN RUMBLE STRIPS (INDEX 546-010) ") (PG 76-22) 2 1 TYPE SP, OF OPTIONAL BASE MATERIAL (GRANULAR ONLY) THIS AREA MAY BE CONSTRUCTED 1 : 6 SHOULDER PAVEMENT DETAIL PAVEMENT SHOULDER VARIES 12' TYPE A FENCE GROUND NATURAL Exhibit 913-6 Facility 4-Lane
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-913-6.pdf?sfvrsn=fa2570eb_1E1X65-R0BidTabs
% Responsive Non-Winning Bid 3 AMERICAN DESIGN ENGINEERING CONSTRUCTION INC. $41,706.50 190.97, OF FLORIDA LLC (2) ROADS RENEW LLC (3) AMERICAN DESIGN ENGINEERING CONSTRUCTION INC. Units ( ) indicates item is bid as Lump Sum 0001 (RAISED PAVEMENT MARKER REPLACEMENT (EA SECTION: 0005 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 7,583.000 EA 2.88000 21,839.04 3.85000 29,194.55 5.50000 41,706.50 $41,706.50 $21,839.04 $29,194.55 Section Totals: 0001 RAISED PAVEMENT MARKER REPLACEMENT (EA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/feb20/e1x65-r0bidtabs.pdf?sfvrsn=571efc35_19310203-722origind
Index 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, for Concrete Pavement and Concrete Structures. In accordance with Specification Development, is encouraged. DS/dh Attachment 9310203 All Jobs METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/9310203-722origind.pdf?sfvrsn=e18a97d7_2SP0020400-60day-122origind
Index 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, Construction Office to clarify the Contractor's responsibility to examine and interpret any pavement coring, as necessary. The Department does not guarantee the details pertaining to borings and pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/sp0020400-60day-122origind.pdf?sfvrsn=f6f9dd6e_2Exhibit 913-2
Exhibit 913-2 4-Lane Flush Shoulder Date: 1/1/2026 TRAFFIC DATA SHOULDER PAVEMENT DEPTH, . 0 2 SHOULDER PAVEMENT DETAIL STABILILZATION SMOOTHNESS CLASS 3 STA. 63+65.42 TO STA. 328+65.14, STA. 63+65.42 TO STA. 108+35.00 DESIGN SPEED = 55 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 CURRENT YEAR = 2018 AADT = 22300 PAVEMENT SHOULDER STA. 157+75.40 TO STA. 215+45.22 TYPICAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-913-2.pdf?sfvrsn=a7a82c83_1Developmental Standard Plans
by the appropriate section within the Office of Design to implement new technologies in a limited, Design Manual (FDM), Chapter 115, for additional information. Last updated: 03, APPROACH SLABS D400-092 Certification Statement Approach Slab (20 ft.) (Flexible Pavement, (20 ft.) (Rigid Pavement Approach) 449315-1-52-01432259-3-52-01437402-1-22-01 Joshua Turley DSPI N, Reinforced (Flexible Pavement Approach) N/A Joshua Turley DSPI CEL N/A FSB BRIDGE SUPERSTRUCTURE
https://www.fdot.gov/design/standardplans/dev.shtmExhibit 913-6
4" 1 : 6 2' MIN. TYPE A FENCE 6" 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 = 51500, ) TYPE SP STRUCTURAL COURSE (TRAFFIC E) (2 ½") OPTIONAL BASE GROUP 9 SHOULDER PAVEMENT GROUND, ) THIS AREA MAY BE CONSTRUCTED 1 : 6 SHOULDER PAVEMENT DETAIL PAVEMENT SHOULDER VARIES 12' TYPE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-913-6.pdf?sfvrsn=ed553ee5_2SP4550000DB.origind
No Office Staff Contacted Standard Plans Index 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, Specification: SP4550000 Structures Foundations (Design Build). In accordance with Specification Development, input is encouraged. DH/dt Attachment 4550000DB Design Build Jobs STRUCTURES FOUNDATIONS (DESIGN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/sp4550000db.origind.pdf?sfvrsn=f245f306_0FL FY24-26 3HSP - Final 06.29.23
error and decisions can lead to crashes, but the transportation system can be designed to accommodate, forces before death or serious injury occurs; therefore, the transportation system must be designed, . • Geospatial (2022) provided by FDOT Roadway Characteristics Inventory, including design/posted speed, the public, which leads to community-based decisions when planning, designing, constructing, emphasis on those most affected. The state’s public engagement efforts and activities are designed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/3-grants/fl-fy24-26-3hsp---final-06-29-23.pdf?sfvrsn=ec09d78a_1