4648 search results for pavement design
7100401int
Affected Documents/Offices Contacted Yes/No Other Standard Plans No Florida Design Manual, ? None How does this change improve efficiency or quality? Helps simplify the Design and Final, help simplify the design and payment surrounding this item. Does the change shift risk and to who, year. PAINTED PAVEMENT MARKINGS (REV 4-30-25) SUBARTICLE 710-4.1.1 is deleted and the following substituted: 710-4.1.1 Painted Pavement Markings (Final Surface): On concrete surfaces or newly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/7100401int.pdf?sfvrsn=eabe1c8f_27100401ind
Affected Documents/Offices Contacted Yes/No Other Standard Plans No Florida Design Manual, ? None How does this change improve efficiency or quality? Helps simplify the Design and Final, help simplify the design and payment surrounding this item. Does the change shift risk and to who, year. PAINTED PAVEMENT MARKINGS (REV 4-30-25) SUBARTICLE 710-4.1.1 is deleted and the following substituted: 710-4.1.1 Painted Pavement Markings (Final Surface): On concrete surfaces or newly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/7100401ind.pdf?sfvrsn=1560c962_1Special Provisions Workbook FY 2024-25
) SP3300802 Use on all interstate and limited access asphalt pavement roadway projects. IRI-based, 2024-25) SP3340203 Use on projects with available coring data. CEMENT CONCRETE PAVEMENT (COLORED, to borings and pavement cores, as shown in the Contract Documents, to be more than a general, , approximately at the locations indicated. The Bidder shall examine boring and pavement core data, where, pertaining to borings and pavement cores, as shown in the Contract Documents, to be more than a general
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/workbook/special-provisions-workbook-fy-2024-25.pdf?sfvrsn=62cb5ee0_1Ad 25114_FPID 449149-1 Webinar
Glades County Design Project Manager: David Agacinski (239) 225-1924 Florida Department, Florida Department of Transportation Design PM/TRC: David A g a cinski, Project Manager IV, years Estimator 0.5 years Previous Work: Wayne County, Michigan Design, P. E . – 30 years, Roadway Design Drainage Design Looking for Project Understanding Innovation & cost, Ryan.Molloy@dot.state.fl.us Florida Department of Transportation TRC: Vincent Seth Collie, P. E ., Senior Design Project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25114/ad-25114_fpid-449149-1-webinar.pdf?sfvrsn=eeccc232_15360000.impl
and in accordance with the Design Standards, Index No. 400 series. Remove existing guardrail, : Install guardrail panels at the height shown in the Design Standards with a tolerance of 1 inch, barrier as defined in the Plans and Design Standards. 536-3.3 Setting Posts: Set posts plumb and to the soil depth shown in the Design Standards. Use the deep post option only where specified, the replacement post. If driving timber posts, either block out holes in the asphalt pavement during
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/5360000.impl.pdf?sfvrsn=9fc1e2f7_0D. Van Leuven-Resume
and urban planning, PD&E Studies, the design and construction of transportation improvements, and approval of Transportation Improvement Programs; PD&E's and project management of design, Design Conference, Florida Engineering Society, Florida FICE/FDOT Consultants' Conference, lanes, signing and pavement markings and other incidentals. Client: FDOT SR 377 (US 319) from Franklin, ) in Wakulla County. This project also consisted of signing and pavement markings and minor drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/d-van-leuven-resume.pdf?sfvrsn=391ea6cf_1330090405int
profiler, will be tested and accepted by straightedging. Test all pavement lanes and ramps where, Structural Layer: If method of acceptance for any portion of the pavement, is by straightedge, roadways where the design speed is equal to or greater than 55 miles per hour, acceptance testing for pavement smoothness of the friction course (for mainline traffic lanes only) will be based, , as required following Laser Acceptance, the pavement will not be retested for smoothness using the Laser
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/330090405int.pdf?sfvrsn=4794542d_1FDOT Highlights Major Enhancements to Drive Down Pedestrian Injuries and Fatalities During Pedestrian Safety Month
pedestrian safety through the recent installation of innovative road design and engineering, technology, and safer mid-block pedestrian crosswalks design standards. These enhancements will help, crosswalks, FDOT has developed new design standards to ultimately reduce the number of crashes seen, signals, median refuge islands, enhanced pavement markings, signs, roadway illumination, in-pavement lighting, and raised crosswalks. Numerous new mid-block crosswalks are currently under
https://www.fdot.gov/info/co/news/2024/102320241251300-722origind
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, be paid for as provided in 4-4. 125-14.6 Removal and Replacement of Existing Pavement: For pavement, curb, etc., which is removed only in order to construct pipe culverts or storm sewers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/1251300-722origind.pdf?sfvrsn=148bf79_20090103LS.FHWA
pavement will be based upon the comparison between the design spread rate specified in the Contract, 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, will be determined assuming a mix design with 6.25% liquid asphalt weighing 8.58 pounds per gallon. Payment, Unit Unit Prices 9-2.2.2 Asphalt Design Thickness/Spread RatePay Adjustments: The average spread rate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/0090103ls.fhwa.pdf?sfvrsn=b1541b50_0E56D3BidTabs
. $1,689,930.00 124.99% Responsive Non-Winning Bid 3 AMERICAN DESIGN ENGINEERING CONSTRUCTION INC, milling & resurfacing and replacing pavement markings on various Department maintained roadways, PARTNERS, LLC (2) CREATIVE MANAGEMENT TECHNOLOGY, INC. (3) AMERICAN DESIGN ENGINEERING, TECHNOLOGY, INC. (3) AMERICAN DESIGN ENGINEERING CONSTRUCTION INC. Units ( ) indicates item is bid, EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 10,000.000 SY 2.00000 20,000.00 7.20000 72,000.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/dec02/e56d3bidtabs.pdf?sfvrsn=af126e0f_1SS7150100
lighting, with internal vibration damping devices in accordance with Design Standard 17515 in all, ,connectinghardware, trenching and backfill as indicated in the plans and the Design Standards, and the cost of restoring cut pavement, sidewalks, sod, and etc., to its original condition. (b)Luminaire, necessary mounting hardware as indicated in the plans and the Design Standards. (c)LoadCenter, in the plans and the Design Standards. (d)Light Pole Foundation: The Contract unit price
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss7150100.pdf?sfvrsn=bfbff858_0RDO-25-01
): RDO-25-01 Requesting Office Roadway Design Office Priority 1 of 1 Proposed Title Detailed Event Mean, ) is becoming more consistently the new metric to size and design the treatment volume of any stormwater, runoff contributions, and quantified the EMC with the mixture of runoff from pavement and green, for pollutants of concern in the transportation land cover (pavement vs. sodded areas), as well, in design have been shown to increase stormwater treatment needs than planned. This research
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/rdo-25-01.pdf?sfvrsn=598072a6_1Ad 25120 TRC Marketing Presentation (FINAL with TRC)
Highway Design – 4.1.1 Miscellaneous Structures – 4.1.2 Minor Bridge – 7.1 Signing, Pavement Marking, and Channelization – 8.1 Control Surveying – 8.2 Design, Right of Way and Construction, # 25120 Manatee Interstate Bundle RRR Design Project Manager Jennifer McKinney 863-519-2482, – Signing and pavement marking – Shoulder gutter – Update/Replace guardrail – SUE – Utility, Interstates Florida Department of Transportation • Design Project Manager – Jennifer McKinney • 5.394
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25120/ad-25120-trc-marketing-presentation-(final-with-trc).pdf?sfvrsn=be65b631_1Exhibit 913-1
Exhibit 913-1 2-Lane Flush Shoulder Date: 1/1/2025 SHOULDER PAVEMENT TRAFFIC DATA R/W LINE, SHOULDER PAVEMENT DETAIL ") (PG 76-22) 2 1 FRICTION COURSE FC-12.5 (TRAFFIC C) (1 TYPE SP, (TRAFFIC C) (1 OPTIONAL BASE GROUP 1 CONTEXT CLASSIFICATION = C2 DESIGN SPEED = 55 MPH DESIGN HOUR T = 1% K = 6% D = 55% T = 2% (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT = 12000 ESTIMATED, VARIES LBR 40 TYPE B STABILIZATION 12" PAVEMENT DETAIL. SHOULDER SEE PAVEMENT SHOULDER 5' 10
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-1.pdf?sfvrsn=f4732e18_1Redlines Exhibit 913-1
Exhibit 913-1 2-Lane Flush Shoulder Date: 1/1/2025 SHOULDER PAVEMENT TRAFFIC DATA R/W LINE, SHOULDER PAVEMENT DETAIL ") (PG 76-22) 2 1 FRICTION COURSE FC-12.5 (TRAFFIC C) (1 TYPE SP, (TRAFFIC C) (1 OPTIONAL BASE GROUP 1 CONTEXT CLASSIFICATION = C2 DESIGN SPEED = 55 MPH DESIGN HOUR T = 1% K = 6% D = 55% T = 2% (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT = 12000 ESTIMATED, VARIES LBR 40 TYPE B STABILIZATION 12" PAVEMENT DETAIL. SHOULDER SEE PAVEMENT SHOULDER 5' 10
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-913-1.pdf?sfvrsn=87defcb6_15460100-723origind
FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Synopsis: Summarize the changes, .) Maintenance Specs Will this revision necessitate any of the following: Design Bulletin Construction Bulletin, and smooth interiors without tearing the finished pavement. On a daily basis, before opening, ). Restore any pavement to the satisfaction of the Engineer, at no additional cost to the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/5460100-723origind.pdf?sfvrsn=768c04f7_1Exhibit 913-1
Exhibit 913-1 2-Lane Flush Shoulder Date: 1/1/2026 SHOULDER PAVEMENT TRAFFIC DATA R/W LINE, SHOULDER PAVEMENT DETAIL ") (PG 76-22) 2 1 FRICTION COURSE FC-12.5 (TRAFFIC C) (1 TYPE SP, (TRAFFIC C) (1 OPTIONAL BASE GROUP 1 CONTEXT CLASSIFICATION = C2 DESIGN SPEED = 55 MPH DESIGN HOUR T = 1% K = 6% D = 55% T = 2% (24 HOUR) ESTIMATED DESIGN YEAR = 2040 AADT = 12000 ESTIMATED, VARIES LBR 40 TYPE B STABILIZATION 12" PAVEMENT DETAIL. SHOULDER SEE PAVEMENT SHOULDER 5' 10
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-913-1.pdf?sfvrsn=1a3d9f60_1TEO_2026_TEM_Bulletin_25-01
BULLETIN 25-01 DATE: November 6, 2025 TO: District Traffic Operations Engineers, District Design, 3.8.2 - General and referenced FDM 200.4.1 for guidance. • CHAPTER 4: MARKINGS 4.2 – PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS ▪ Added guidance under Section 4.2.3 - Route Shield Pavement Markings, – (Selection Criteria) Beacons and Signals. ▪ Updated dimensions for the Pedestrian In-Pavement, – (Treatment Options) Pavement Markings. COMMENTARY All revisions in this bulletin will ensure accurate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/tem/tem-2026/teo_2026_tem_bulletin_25-01.pdf?sfvrsn=390c40a4_1SP3300802.FHWA
the design speed is 55 mph or greater and the intermediate Type SP layer or temporary pavement, Builders' Assoc. State Construction Engineer SP3300802.D01 Smooth Pavement, for interstate, joint by cutting back on the previously placed pavement at a location where the straightedge requirements are met. At the project limits, tie into the adjoining pavement layers as shown in the Plans. SUBARTICLE 330-9.4 is deleted and the following substituted: 330-9.4 Pavement Smoothness: Construct
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/sp3300802.fhwa.pdf?sfvrsn=83cc5c62_0