3159 search results for intersection
1021121.FHWA
and Maintenance - per intersection per day. Item No. 102-107- Temporary Traffic Detection and Maintenance - per intersection per day. Item No. 102-150- PortableRegulatorySign-pereachperday. Item, No. 102-104- Temporary Signalization and Maintenance - per intersection per day. Item No. 102-107- Temporary Traffic Detection and Maintenance - per intersection per day. Item No. 102-150
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/1021121.fhwa.pdf?sfvrsn=96f67423_0E3X19Addenda001
Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 JARED W. PERDUE, P.E. SECRETARY www.fdot.gov May 2 9 , 2025 ADDENDUM NO. 1 To: ALL PROPOSAL HOLDERS FINANCIAL ITEM NUMBER: 21791095201 CONTRACT NUMBER: E3X19 DESCRIPTION: The Improvements under this District Contract consist of SR 75 (US 231) at CR 2315 Star Ave/Titus Rd Realignment in Bay County. The work will include intersection improvements, construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jun12/e3x19addenda001.pdf?sfvrsn=5cc4e1a1_2E3X19Addenda002
Florida Department of Transportation RON DESANTIS GOVERNOR 1074 Highway 90 Chipley, FL 32428 JARED W. PERDUE, P.E. SECRETARY www.fdot.gov June 5, 2025 ADDENDUM NO. 2 To: ALL PROPOSAL HOLDERS FINANCIAL ITEM NUMBER: 21791095201 CONTRACT NUMBER: E3X19 DESCRIPTION: The Improvements under this District Contract consist of SR 75 (US 231) at CR 2315 Star Ave/Titus Rd Realignment in Bay County. The work will include intersection improvements, construction of a roundabout, drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jun12/e3x19addenda002.pdf?sfvrsn=ab576f25_1E3X19Addendum003
Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 JARED W. PERDUE, P.E. SECRETARY www.fdot.gov June 11, 2025 ADDENDUM NO. 3 To: ALL PROPOSAL HOLDERS FINANCIAL ITEM NUMBER: 21791095201 CONTRACT NUMBER: E3X19 DESCRIPTION: District Contract consists of SR 75 (US 231) at CR 2315 Star Ave/Titus Rd Realignment in Bay County. The work will include intersection improvements, construction of a roundabout, drainage improvements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jun19/e3x19addendum003.pdf?sfvrsn=46c3acf4_1E6P76
0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 180.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED 180.000 0102-115- TYPE III BARRICADE ED, OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL PI 1.000 0632- 7- 6 SIGNAL CABLE, REMOVE- INTERSECTION PI 1.000 0633- 6- FIBER OPTIC CABLE LOCATOR DA 180.000 0635- 2- 11 PULL & SPLICE BOX, F&I, 13
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/sep25/e6p76.pdf?sfvrsn=35733894_1653-001IndReviewResponse
of the intersection grounding network array, in a pull box, and no more than 36 inches from the pole
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/653-001indreviewresponse.pdf?sfvrsn=dc5db1c8_12026FDM272Hardscape
distance requirements in FDM 210. (8) Meet intersection sight distance in FDM 212. (9) Use materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm272hardscape.pdf?sfvrsn=f0f618f5_2Exhibit 230-1b
CLOVERLEAF/TRUMPET EXIT RAMP INTERSECTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-230-1b.pdf?sfvrsn=3beaa319_1FDM Cover 2026
2026 FDOT Design Manual Effective January 1, 2026 FDOT Roadway Design Office To p ic No: 625-000-002 FDOT Design Manual Release This year’s featured photo highlights a major intersection improvement—the newly completed Diverging Diamond Interchange (DDI) at CR 216 (Cathedral Oak Parkway) , part of the First Coast Expressway (SR 23) in Clay County, Florida, within District 2 . The SR 23 corridor is a new alignment, limited-access, tolled expressway spanning 46 miles from I-10
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/fdm-cover-2026.pdf?sfvrsn=8e751702_42026FDM272Hardscape
distance requirements in FDM 210. (8) Meet intersection sight distance in FDM 212. (9) Use materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm272hardscape.pdf?sfvrsn=bdfef554_1nexgen-roadmap
Plan-Profile 314 Intersection/Interchange Details and Layouts 317 Special Details 313 Special
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/nexgen-roadmap.pdf?sfvrsn=771e2037_1SPI-430-020
Standard Plans Instructions Topic No. 625-010-003 Index 430-020 Flared End Section FY 2026-27 1 Index 430-020 Flared End Section Design Criteria and Guidance Drainage Manual (DM) ; FDOT Design Manual (FDM) ; Drainage Design Guide (DDG); Structures Design Guidelines (SDG) Design Assumptions and Limitations Locate flared end sections in accordance with the Drainage Manual Chapter 3 . Additionally, w hen the slope intersection permits, 12" and 15" flared end sections may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-430-020.pdf?sfvrsn=38d40b44_1ChristianaHolmes-ExistingSS3TerrainandFeatures
to Intersection • Trim to Element • Break Element • Drop Element • Flood Element • Clip Te rrain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/christianaholmes-existingss3terrainandfeatures.pdf?sfvrsn=390a9a6e_2DougMedleyFDOTC3D2015-RoundaboutDesign
in intersections, or roundabouts, are drawn starting from the left side of the outgoing road , and ending, . In this case, curb return alignments in intersections or roundabouts are drawn starting from the right, To Create Roundabouts: Click Home tab, Create Design panel, Intersections drop-down Create Roundabout, to a Roundabout Click Home tab, Create Design panel, Intersections drop-down, Add Approach Yo u, tab, Create Design panel, Intersection drop-down, Add Tu r n S l ip Lane. Yo u a re prompted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/dougmedleyfdotc3d2015-roundaboutdesign.pdf?sfvrsn=46795920_2FDOT_D4_AlternativesWorkshop_FINAL_InPerson_1172024
Project Limits US-1 Project Limits Traffic Intersections Drawbridge Signal Project Study Area Context, The primary purpose of the project is to increase intersection capacity and accommodate future, Intersection Needs 15 Transportation Demand Modal Interrelationships Safety Capacity • Consider all, AT SR-838/SUNRISE BOULEVARD Alternatives Moving Forward – US-1 at SR 838/Sunrise Blvd Intersection, Appraised Cost CONST. COST* ($) OVERALL INTERSECTION DELAY (Seconds) OVERALL VEHICLE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/us1gatewaypde/fdot_d4_alternativesworkshop_final_inperson_1172024.pdf?sfvrsn=8197d462_1FGB Meeting Package September 2024
, and intersection considerations. The design criteria presented in this manual are based on: • Functional, multimodal level of service (LOS) and queuing analysis for intersections and segments in the impact, and intersections in the project limit. • Case-specific special considerations to be determined (e.g., and average speeds, traffic data, crash history, signalized intersections, utilities, levels, and intersection designs. • Proposed changes to the design speed or posted speed limits
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/fgb-meeting-package-september-2024.pdf?sfvrsn=a12fa306_1Webinar 1 Multimodal Site Impact
Signalized intersection Interchange ramp terminals Other: • Indirect Impact Area • Limited Access Fa cilities and Ramp Junctions • Other Intersections Study Area • Traffic Impact Area, Skewed Intersections Bike Lanes Narrow Lanes Accessibility Provisions Raised Crosswalks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/systems-management/training/access-management/sam-and-tsi-webinar-series/sam-and-tsi-2023-24/webinar-1-multimodal-site-impact.pdf?sfvrsn=5c0196cf_1PadavichJ
of SR 688 (Ulmerton Road) from west of 38th Street to west of I- 275. The intersections at 34th, to accommodate additional turning movements at each intersection. SR 688 was milled and resurfaced, should and lengthening of turn lanes, adding sidewalks and ramps at intersections and medians
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/padavichj.pdf?sfvrsn=96628dbb_7Design Standards 2002 Interim
of 45 mph or less where a low profile is desired to maintain sight distance at intersections, Distance At Intersections - Revised: 04-28-03 - Replaces Index No. 546. Index No. 546 incorporates new Intersection Sight Distance (ISD) criteria based on the 2001 AASHTO Greenbook. This new ISD
https://www.fdot.gov/roadway/ds/02/istds.shtmPER Outline and Guidance_06102019
2.13 Intersection Layout and Traffic Control 2-2 2.14 Railroad Crossings 2-2 2.15 Crash Data, Accommodations 6-2 6.1.7 Access Management 6-2 6.1.8 Intersection and Interchange Concepts 6-2 6.1.9, and operational conditions. 2.13Intersection Layout and Traffic Control Identify the intersection configuration and lane assignment, intersection control type, technology, and operational conditions, Alternative intersections and/or interchange configurations, traffic control types and signs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/per-outline-and-guidance_06102019_9b67603d-ba05-4602-895f-85dba0350e17.docx?sfvrsn=ebc2422d_2