3255 search results for intersection
PublicHearing_SEMINOLE COUNTY_Summary_2027_2031
439040-1 - SR 434 AT CR 427 INTERSECTION IMPROVEMENTS Type of Work: INTERSECTION IMPROVEMENT Phase
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_seminole-county_summary_2027_2031.pdf?sfvrsn=70f0f9ad_12026FDM216Earthwork
) There are no major special ditches on the project. (7) There are no major intersection modifications. Topic, be used on intersection improvements and minor widening projects if they comply with the same
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm216earthwork.pdf?sfvrsn=9afddb7d_3TFF Webinar_December 2025_Speaker Bios
group. He has completed numerous modeling and traffic studies, including arterial and intersection, systems planning to intersection operations and safety studies, and access management. In addition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/transportation-forecasting-research-hub-documents/tff-webinar_december-2025_speaker-bios.pdf?sfvrsn=a50aa75d_1Indian-River
AT AVIATION BOULEVARD Vandana Nagole INDIAN RIVER County: 7 - DISTRICT LET INTERSECTION IMPROVEMENT, MPO HIGHWAY PRIORITY #6 INTERSECTION IMPROVEMENT R/W NEEDED 37- 01-PRE DESIGN WORK FOR PD&E FOR RAIL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/utilities/docs/d4/indian-river.pdf?sfvrsn=1dfa8d90_4E6P83
MESSAGE SIGN, TEMPORARY ED 500.000 0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 400.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED 400.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2026/feb26/e6p83.pdf?sfvrsn=9359fb39_1E8W45
, TEMPORARY ED 648.000 0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 287.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED 287.000 0102-115- TYPE III
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2026/feb19/e8w45.pdf?sfvrsn=49454a9a_145136215202-PLANS-05-LIGHTING
LICENSE NUMBER 97249 VENDOR NO.: F592594956001 SCHUMACHER RD. / SEBRING PKWY. INTERSECTION, . STANDARD FOUNDATION EXISTING PULL BOX TO REMAIN LIGHTING DESIGN CRITERIA SIGNALIZED INTERSECTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27112/45136215202-plans-05-lighting.pdf?sfvrsn=4d272df4_145136115201-PLANS-05-LIGHTING_PIIR
Horizontal Foot Candles (Std.) DESIGN CRITERIA (LIGHTING RETROFIT) SIGNALIZED INTERSECTION LIGHTING, AVERAGE/MINIMUM: 2.93 HFC ILLUMINATION LEVEL AVERAGE: SR 25 AND MAIN STREET INTERSECTION LEGEND
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy26-27/ad--27112/45136115201-plans-05-lighting_piir.pdf?sfvrsn=17f56a22_1E8W63
, INTERSECTION ED 1,248.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2026/mar10/e8w63.pdf?sfvrsn=acb72b0c_1DEV334-337-916FRA (12-2-25)
50 tons within a sublot. Density testing for acceptance will not be performed in intersections. The limits of the intersection will be from stop bar to stop bar for both the mainline and side, i o n A random core location that occurs within the intersection shall be moved forward or backward from the intersection at the direction of the Engineer. Where density testing for acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev334-337-916fra-(12-2-25).pdf?sfvrsn=586e5e65_4PublicHearing_MIAMI_DADE COUNTY_Summary
103RD STREET AND NW 32 AVENUE Type of Work: INTERSECTION IMPROVEMENT Phase Funding Source 2026, INTERSECTIONS Type of Work: TRAFFIC SIGNALS Phase Funding Source 2026 2027 2028 2029 2030 Construction, 447214-1 $5,944,336 $180,000 447575-1 - SR 5/US-1 AT SW 137 AVENUE Type of Work: INTERSECTION, for Project 447575-1 $80,000 447582-1 - SR 5/US-1 AT CARIBBEAN BOULEVARD Type of Work: INTERSECTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/2024-work-program-hearing/publichearing_miami_dade-county_summary.pdf?sfvrsn=f7f10065_1ScopeOfServices_StageII
Features: N/A Major Intersections and Interchanges: N/A Roadway Alternative Analysis: N/A Highest Level, : FPID 449681-1 Obtain 3D Design Survey, collecting data for each RAB intersection and the entire, , collecting data from the north edge of pavement to the ROW line. Also include the intersection of Via Coconut Point and the intersection of Oakwild Blvd. Right of Way Survey: N/A Vegetation Survey: N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25112/scopeofservices_stageii.pdf?sfvrsn=81019660_1Broward
LIGHTING OF INTERSECTION SR-849/NW 31ST AVE. & SR-814/ATLANTIC BLVD; RETRO LIGHTING AT INTERSECTION, $2,407,566 SHSP EMPHASIS AREA(S): INTERSECTION & VULNERABLE ROAD USER CRASHES ENHANCE LIGHTING AT INTERSECTION, INCLUDING THE EAST-WEST APPROACH AND DEPARTURE SIDES ALONG SR 814 AT BANKS ROAD PERFORM, RATIO = 12.3 NPV 6,658,302 SHSP EMPHASIS AREA (S) INTERSECTION CRASHES SR-84 AT US-1: MODIFY THE LANE, Together: B/C RATIO = 7.3 NPV 14,945,053 SHSP EMPHASIS AREA (S) INTERSECTION CRASHES. UPGRADE EXISTING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/utilities/docs/d4/broward.pdf?sfvrsn=5b94d0c0_4DRAFT RDB 24-02
traffic analysis, and queuing analysis for intersections and segments in the impact area under build, and intersections within the project limits ☐ Case-specific special considerations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/bulletin/draft-rdb-24-02.pdf?sfvrsn=35083c3c_32000502-724origind
, and 339. For intersections, tapers, crossovers, transitions at beginning and end of project, % allowed in Sections 234, 334, 337, and 339. For intersections, tapers, crossovers, transitions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/2000502-724origindaa9c4a5a-1f11-4631-bfb5-e82799a16fdb.pdf?sfvrsn=858a3f3c_12000502-724origind
, and 339. For intersections, tapers, crossovers, transitions at beginning and end of project, % allowed in Sections 234, 334, 337, and 339. For intersections, tapers, crossovers, transitions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/2000502-724origind.pdf?sfvrsn=28394e6e_10050700.FHWA
elevations in crossovers, intersections, and irregular shaped areas, elevations in crossovers, intersections, and irregular shaped areas
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0050700.fhwa.pdf?sfvrsn=a10f8a6d_00050700-REVISED.FHWA
to facilitate checking of subgrade, base, and pavement elevations in crossovers, intersections, and irregular, in crossovers, intersections, and irregular shaped areas. Forbridgeconstructionstakesandothercontrol, set
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0050700-revised.fhwa.pdf?sfvrsn=f5bac6cf_06650000.origind
. Pushbutton housings for intersections must be black. Pushbutton housings for mid-block crosswalks, . Pushbutton housings for intersections must be black. Pushbutton housings for mid-block crosswalks must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/6650000.origind.pdf?sfvrsn=4370fc66_004_Roadside_Design_Outline
........................................................ 4–9 4.5.8 Barriers at Intersections, at Intersections and in Low-Speed Environments Description of TL-1 and TL-2 barriers that are more cost
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/2025/17th-edition/04_roadside_design_outline.pdf?sfvrsn=a930f4a8_1