4650 search results for pavement design
43018545201-PLANS-03-SIGNALIZATION
. DESIGN INFORMATION, SEE PAVEMENT MARKING PLANS. PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE PURPOSES ONLY. FOR PAVEMENT MARKING 4. MAINTAINING AGENCY: CITY OF LAKELAND. 3. (SEE CONTACT INFORMATION, DESIGNATED 9. PHONE: (863) 519-2216 EMAIL:NEAL.TURNER@DOT.STATE.FL.US BARTOW, FL. 33830-1249 P.O., WITH POLYMER CONCRETE EDGE OF PAVEMENT. CURB & GUTTER, PULL BOXES SHALL BE PLACED A MINIMUM OF 7, TO DEVELOP THE BASIC SIGNAL TIMING PARAMETERS CONFIGURATION AND THE SIGNAL IS OPERATING AS DESIGNED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad-25105/43018545201-plans-03-signalization.pdf?sfvrsn=f17f4020_16600201-3.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, is intended for traffic loop embedding in both asphalt and concrete pavement. Ensure sealant
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/6600201-3.origind.pdf?sfvrsn=c8d3999b_0D6 09-28-23BSN
OF INTEREST A contractor who performs a constructability review on a design contract or who participates, 1,313.000 Section 0003 Signing 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 112.000 0711- 11-124, " EXIT LANE AT INTERCHANGE ON CONCRETE PAVEMENT GM 0.041 0713-103-103 PERMANENT TAPE, WHITE, SOLID, 100.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 4,000.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 500.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2023/sep28/d6-09-28-23bsn.pdf?sfvrsn=1c4b4114_1D6-10-30-25BSN
a constructability review on a design contract or who participates in a value engineering study, , BASE GROUP 15 SY 50.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 2,000.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 500.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 500.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4, 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 10.000 0425- 5- MANHOLE, ADJUST EA 5.000 0425- 6- VALVE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/oct30/d6-10-30-25bsn.pdf?sfvrsn=cec85299_1D1-11-06-25BSN
a constructability review on a design contract or who participates in a value engineering study workshop, : The Improvements under this Contract consist of Milling and Resurfacing and Pavement Marking along, - 2- MOWING AC 264.560 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 3,184.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 20,675.000 0327- 70- 13 MILLING EXISTING ASPHALT PAVEMENT, 1 3/4" AVG DEPTH SY 192.000 0327- 70- 19 MILLING EXISTING ASPHALT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/nov06/d1-11-06-25bsn.pdf?sfvrsn=46ce7164_1E8W24BidTabs
. Responsive Non-Winning Bid AMERICAN DESIGN ENGINEERING Responsive Non-Winning Bid CONSTRUCTION INC, and incidentals necessary for new construction of an emergency access ramp, shoulder pavement widening, drainage improvements, signing/pavement markings, and ITS improvements along SR 91 (Florida s Turnpike, CHANGEABLE MESSAGE ED SIGN, TEMPORARY (3) AMERICAN DESIGN ENGINEERING CONSTRUCTION INC. Unit Price, ROBERTS (3) AMERICAN DESIGN Item Description Units INDUSTRIES, INC. CONTRACTING, INC. ENGINEERING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2025/sep09/e8w24bidtabs.pdf?sfvrsn=d59d0ffd_1NASSAU COUNTY_TWP2027-2031 WPPH_BY ITEM_10-13-2025_SUBJECT TO CHANGE
PAVEMENT UPGRADES Type of Work: MCCO WEIGH STATION STATIC ONLY Phase Funding Source 2027 2028 2029, WEIGH STATION PAVEMENT UPGRADES Type of Work: MCCO WEIGH STATION STATIC ONLY Phase Funding Source 2027, TO CHANGE NASSAU COUNTY Modal Development: Aviation 427545-3 - FERNANDINA BEACH MUNICIPAL APT DESIGN, $600,000 Total for Project 431303-2 $600,000 431303-3 - HILLIARD APK DESIGN & CONSTRUCT TIE DOWNS, DESIGN & CONST, HANGAR IMPROVEMENTS Type of Work: AVIATION REVENUE/OPERATIONAL Phase Funding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/2025-wp-hearing-docs/projects-by-item/nassau-county_twp2027-2031-wpph_by-item_10-13-2025_subject-to-change.pdf?sfvrsn=98c278dd_1NASSAU COUNTY_TWP2027-2031 WPPH_BY DESCRIPTION_10-13-2025_SUBJECT TO CHANGE
$1,480,000 453893-3 - HILLIARD WEIGH STATION PAVEMENT UPGRADES Type of Work: MCCO WEIGH STATION, 453894-1 - US17 YULEE WEIGH STATION PAVEMENT UPGRADES Type of Work: MCCO WEIGH STATION STATIC ONLY, 443809-2 - FERNANDINA BCH APT DESIGN & CONSTRUCT RWY 13/31 PFL0013185 Type of Work: AVIATION PRESERVATION, DESIGN & CONST TWY "B" SOUTHERN SECTION Type of Work: AVIATION PRESERVATION PROJECT Phase Funding, $1,062,500 434909-3 - FERNANDINA BEACH MUNICIPAL APT DESIGN & CONST, HANGAR IMPROVEMENTS Type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/2025-wp-hearing-docs/projects-by-description/nassau-county_twp2027-2031-wpph_by-description_10-13-2025_subject-to-change.pdf?sfvrsn=744de9f0_1445618-1-52-01 and 445618-2-52-01 Final Public Meeting Summary
Florida Department of Transportation (FDOT), District Four Design Project State Road (SR) A1A, Four Design Project State Road (SR) A1A Over Sebastian Inlet Bridge Replacement and Resurfacing, of Transportation (FDOT), District Four Design Project State Road (SR) A1A Over Sebastian Inlet Bridge, . A comprehensive presentation of the design concept was provided by Consultant Project Manager Ian Biava. After the design concept was presented, the following project team members addressed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/p-sebastian/445618-1-52-01-and-445618-2-52-01-final-public-meeting-summary.pdf?sfvrsn=a78defba_1LAP120-725
culverts, retaining walls, and other drainage structures on the non-mainline pavement. 120-1.2.3, with the construction of mainline traffic bearing applications such as pavement lanes, turn lanes, ramps, parking lots, structures on the mainline pavement. 120-1.3 Unidentified Areas of Contamination: When encountering, the existing pavement for the entire limits of the width and depth. Remove the existing base beneath the pavement if indicated in the Plans. If the Plans provide that paving materials may be incorporated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/lap/lap120-725.pdf?sfvrsn=78975a5f_2Final-MPOAC-Staff-Minutes-01_27_22
of 2022. In the fall of 2022, the U.S. Department of Transportation (USDOT) will designate, was conducted with representation from FDOT, MPO, and FHWA (also held in January 2022). ▪ Pavement, internally by the agency. It is recommended in the Manual of Uniform Minimum Standards for Design, in the Florida Design Manual. C. FEDERAL TRANSIT ADMINISTRATION Ms. Holly Liles, Community Planner
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2022/final-mpoac-staff-minutes-01_27_22.pdf?sfvrsn=99830047_10040100.impl
in the nature of the design or in the type of construction or which materially increases or decreases, substituted: 4-3.6 Connections to Existing Pavement, Drives and Walks: Generally adhere to the limits, to existing pavement, the Engineer will authorize such a change in writing, the proper connections in accordance with the Design Standards. SUBARTICLE 4-3.7 is deleted, . 3.anitemization of the changes, deletions or additions to plan details, plan sheets, design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/0040100.impl.pdf?sfvrsn=84fd78c1_66300204-723impl
to or greater than the adjacent soil. When backfilling trenches in existing pavement, use a flowable fill, is complete with a moisture resistant sealant that is designed for this specific application. SUBSRTICLE, will be made as open trench. Payment for conduit placed under existing pavement (roadway, driveways, . If conduit is being placed under both existing turf and existing pavement between two pull boxes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/6300204-723impl.pdf?sfvrsn=fd07b2e6_1RStructures
. Specific Design. Pedestrian Railing: See Indexes 515-052, 515-062, 515-070, 515-080 or Project 5, 1 Thickness Design Slab Structure Wall for All Bar Sizes 4" Min. Beyond Inside Face of Rebar, Slabs " Cl. 2 1 1 " 2 1 1 " Min. 2 1 1 Thickness Design Slab Shear Key " Optional 2, REINFORCING BAR EQUIVALENT GRADE 40 fiber-reinforced concrete mix design for approval to the State Drainage Office. with the Structures Design Guidelines. Submit shop drawings corresponding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2023/ser/rstructures.pdf?sfvrsn=de8a682e_3TP-05-02-25BSN
0710- 12-231 PAINTED PAVEMENT MARKINGS, DURABLE, YELLOW, SKIP, 6" GM 0.014 0924-050- DIGITAL DESIGN, who performs a constructability review on a design contract or who participates in a value, and pavement markings, signal improvements, intelligent transportation systems, lighting, from the digital design files, which must be obtained from the native MicroStation .dgn files or through the use of a digital design review platform. The Department is making one such platform
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may02/tp-05-02-25bsn.pdf?sfvrsn=a7e81972_1Florida TIM Responder - June 2020
the statewide TIM Strategic Plan, adopted in January 2019. The Plan is designed to set priorities, and transports it to a designated area. This test site is open from 9 a.m. to 5 p.m. and often has lines, lanes are closed or experiencing heavy backup due to an incident. The design plans include, application that is responsively designed, allowing access via computer, p h o n e, or other electronic, . Detour Design Plans for Maintenance of Traffic following FDOT standards RESPONDER Q3 2020 13 Traffic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cvotim/tim/newletters/florida-tim-responder---june-2020.pdf?sfvrsn=b6c4477e_1FL Statewide ITSFM Functional Requirements v2.0
Office designed the ITSFM system to satisfy the long- term ITS asset and configuration management needs, FDOT Central Office managers to District field technicians, from design consultants, supports a range of tasks, including planning and designing for system growth and upgrades, inter, (MMS) that is specifically designed to manage maintenance activities; documents installed and spare, Accuracy The ITSFM is a geographical information system (GIS) based Web application designed to manage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/itsfm/documents/fl-statewide-itsfm-functional-requirements-v2-0.pdf?sfvrsn=f55d74ed_1SunTrail_GuidanceForSubmittalOfFundingRequest
and environmental planning; design; acquisition of real property/land/right-of-way (ROW); new, obligations for pavement, drainage, land stabilization and safety controls). Pursuant to the legislation, and right-of-way lines (one PDF file). Chapter 306 of the FDOT Design Manual (FDM) provides, : Question 2 FDOT publishes design criteria for multi-use trails (shared-use paths) in both the FDOT Design Manual (FDM) and the Manual of Uniform Minimum Standards for Design, Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/suntrail/guidance/suntrail_guidanceforsubmittaloffundingrequest_cb8ca328-b11c-40f0-b821-523029a4b0b7.pdf?sfvrsn=b98dd70b_4RStructures
the contract 6 . Specific Design. Pedestrian Railing: See Indexes 515-052, 515-062, 515-070, 515-080, Key " Optional 2 1 1 Thickness Design Slab Structure Wall for All Bar Sizes 4" Min. Beyond, Extend Top and Bottom Slabs " Cl. 2 1 1 " 2 1 1 " Min. 2 1 1 Thickness Design Slab, EQUIVALENT 65 KSI SMOOTH REINFORCING BAR EQUIVALENT GRADE 40 fiber-reinforced concrete mix design for approval to the State Drainage Engineer. with the Structures Design Guidelines. Submit shop drawings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2022/ser/rstructures.pdf?sfvrsn=6d4b5a16_3D5-12-05-23BSN
a constructability review on a design contract or who participates in a value engineering study workshop, , VOLUSIA Road Name: Pavement Markings Limits: Midpoint Project(s): 44410017207(*) Federal Aid, consists of installation and refurbishment of thermoplastic pavement markings and replacement of reflective pavement markings on various sections of roadways in Brevard, Volusia, and Osceola Counties, of experience in the performance of Pavement Markings, or the Project Superintendent must have at least three
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2023/dec05/d5-12-05-23bsn.pdf?sfvrsn=2579d0cb_1