3165 search results for intersection
PublicHearing_ORANGE COUNTY_Summary_2027_2031
444980-2 $18,007,581 445696-1 - SR 438 INTERSECTION IMPROVEMENTS AT KINGSLAND AVE Type of Work: SAFETY, ) AT JETPORT DR Type of Work: INTERSECTION IMPROVEMENT Phase Funding Source 2027 2028 2029 2030 2031
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_orange-county_summary_2027_2031.pdf?sfvrsn=2874c3ea_1CM-676-02 170 552A and 662 Controller Cabinets
labeled switches with the following functions: (a) UCF – This toggle switch places the intersection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-676-02-170-552a-and-662-controller-cabinets.docx?sfvrsn=c6b0fd83_12024 EVIDP Final Updated.v2
the interstates, intersections with state roads are also prime candidates for charging locations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/emergingtechnologies/evprogram/2024-evidp-final-updated-v2.pdf?sfvrsn=e17b0918_1446296_I-75_DDI_Drainage_Report_PHIIR_JUL2024
that represent the four quadrants of the intersection: Basin 1, Basin 2, Basin 3, and Basin 4. All four, from the in-field areas of the intersection. The southern two quadrants (Basin 1 and 2) of the intersection outfall to the south; and the northern two quadrants (Basin 3 and 4) outfall to the north, ponds to the northeast of the I-75 and Daniel’s Parkway intersection outfall to the I-75 northeast, quadrant of the intersection. This basin includes the area that directly outfalls to the in-field
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25118/446296_i-75_ddi_drainage_report_phiir_jul2024.pdf?sfvrsn=9a06db12_1FDOT-D4_SW10th_IndustryForum_Presentation_20230817
44 • Mast Arm Assemblies, Tr a f f i c S i gnal and Ancillary Equipment at Below Two Intersections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/sw-10th-street---2021/fdot-d4_sw10th_industryforum_presentation_20230817.pdf?sfvrsn=88a01fee_1FDOT_FLFAC_Sept5
• Flyovers at major intersections • Full-service truck shops • Incentives for a switch to alternative
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/multimodal/flfac/fdot_flfac_sept5.pdf?sfvrsn=46281def_3MASTER - D1 CAP FY25_FINAL
intersections) – Structures* • Issues and concerns – Safety – Community – Capacity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/cap-presentation/master---d1-cap-fy25_final.pdf?sfvrsn=a5d0ddc5_1FSUTMS_Executive_Summary_2021
: NETWORKS Represent highway and transit systems Nodes represent intersections, transit stops, zone
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/transportation-forecasting-research-hub-documents/training-documents/fsutms_executive_summary_2021.pdf?sfvrsn=fe0562b4_1Central Florida Safety Strategic Plan May 2024
1000 1250 1500 Intersections Lane Departures Aging Road Users Distracted Driving Rail Crossings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d5-safety-documents/central-florida-safety-strategic-plan-may-2024.pdf?sfvrsn=2289f16_1Design Standards 2008 Interim
and changed location of rumble strip. 546 1&6 of 6 546.pdf SIGHT DISTANCE AT INTERSECTIONS – Dated
https://www.fdot.gov/roadway/ds/08/istds.shtmChapter_10
Apparel. 10.9.6 Flag use is limited to immediate emergencies, intersections and when working
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/industrialsafety/chapter_10.pdf?sfvrsn=358bc67f_1Draft-MPOAC-PT-Minutes-07-07-2021v2
will be clear to communicate the relevance of bike/ped at intersections. • Dave Hutchinson, Sarasota
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2021/draft-mpoac-pt-minutes-07-07-2021v2.pdf?sfvrsn=a0172742_1pcshistory
to reflect pavement improvements without complete overlay (Intersections overlays). 5) System coded
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pcs/pcshistory.pdf?sfvrsn=f9ff9f5_1SSP Plan Updated 3.5.25 Electronic
in District 5. Emphasis Areas Serious Injuries Fatalities 500 0 750 1000 1250 1500 Intersections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d5-safety-documents/ssp-plan-updated-3-5-25-electronic.pdf?sfvrsn=d55be0a0_1FMTP24_TM5_Policies_Strategies
where needed 1.2. Identify commercial vehicle high crash segments and intersections, analyze
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/fmtp/fmtp24/fmtp24_tm5_policies_strategies.pdf?sfvrsn=ab4e603c_5Travel Demand Modeling (TDM) Manual_Developing_Ch 3 - Preparing Model Data
. • Centroid connectors should not be connected at intersections or directly to interstate ramps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/transportation-forecasting-research-hub-documents/fdot-tdmm-documents/travel-demand-modeling-(tdm)-manual_developing_ch-3---preparing-model-data.pdf?sfvrsn=71f00ad1_1DRAFT - Developing a Travel Demand Model Chapter 3 Preparing Model Data
network link; • Centroid connectors should not be connected at intersections or directly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/transportation-forecasting-research-hub-documents/fdot-tdmm-documents/developing-a-travel-demand-model-chapter-3-preparing-model-data.pdf?sfvrsn=23815008_343498615201 Plans Rigid Pavt MP13.988-14.472_PhaseIV
MEDIAN DETAILS CURB RAMP DETAILS INTERSECTION DETAILS ROADWAY PLAN-PROFILE GENERAL NOTES PROJECT, DETAILS CURB RAMP DETAILS INTERSECTION DETAILS ROADWAY PLAN-PROFILE GENERAL NOTES PROJECT CONTROL, 0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 422.000 422.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED 422.000 422.000 0104- 10- 3 SEDIMENT BARRIER, PAVEMENT. CONSTRUCTION OF CURB AND GUTTER, CURB RAMPS, AND MODIFICATIONS TO THE US 27 INTERSECTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25122/43498615201-plans-rigid-pavt-mp13-988-14-472_phaseiv.pdf?sfvrsn=196639c_1521-611
of the intersection of the retaining wall at approach slabs: See Wall Company Drawings for number and spacing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-611.pdf?sfvrsn=b5c8ad52_1521-610
Pavement Approaches) 11. The following Indexes contain details of the intersection of the retaining
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-610.pdf?sfvrsn=55cf9714_1