3009 search results for intersection
D4-09-05-25BSN
AND MAINTENANCE, INTERSECTION ED 350.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED 350.000 0102-115- TYPE III BARRICADE ED 30.000 0104- 10- 3 SEDIMENT BARRIER LF 1,129.000, CABLE- NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL PI 2.000 0632- 7- 6 SIGNAL CABLE, REMOVE- INTERSECTION PI 2.000 0635- 2- 11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 1.000 0635- 2, 580.000 0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 976.000 Page 11 Bid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/sep05/d4-09-05-25bsn.pdf?sfvrsn=267401cd_12023 WP Project Summary_D5 10-06-23
at US 27 / SR 19 (South) by providing additional turn lanes at the ramp terminal intersection, Road. The intersection will be widened to include an additional left turn lane from eastbound Taft, improvements at the Sand Lake Road / SR 482 and Presidents Drive intersection, and new sidewalks along both, southbound ramp intersection. Phase Fiscal Year 5 Year Total 2025 2026 2027 2028 2029 CST, intersection with Old Canoe Creek Road to create this new interchange, adding dual bridges to span over
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/turnpike-work-program-summaries/2023-wp-project-summary_d5-10-06-23.pdf?sfvrsn=2fd81fee_12023 WP Project Summary_D5 10-06-23 (2)
at US 27 / SR 19 (South) by providing additional turn lanes at the ramp terminal intersection, at Bachman Road. The intersection will be widened to include an additional left turn lane from eastbound, improvements at the Sand Lake Road / SR 482 and Presidents Drive intersection, and new sidewalks along both, southbound ramp intersection. Phase Fiscal Year 5 Year Total 2025 2026 2027 2028 2029 CST, intersection with Old Canoe Creek Road to create this new interchange, adding dual bridges to span over
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/turnpike-work-program-summaries/2023-wp-project-summary_d5-10-06-23-(2).pdf?sfvrsn=5aca9f0f_1FDOT.NMTM.2024
considers 1-week sufficient 54 Do you collect intersection (Tu rning Movement Counts)? 55 How much, Maximize Community Partnerships 8 Top Counties for Lane Departure, Intersection, Pedestrian, % 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% Pedestrian Crash Type Intersection Intersection- Related Non- Intersection Total Pedestrian Failed to Yield 306 182 1212 1,700 18.0% 10.7, Crash Type Intersection Intersection- Related Non- Intersection Total Pedestrian Failed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/statistics/trafficdata/fdot-nmtm-2024.pdf?sfvrsn=aaa7469a_12024nov-thu04-LeftTurnProtectedOnlyTOD
conditions with Deficient Sight Distance • Lead approach at Lead/Lag intersection • Offset Left Tu r n, ) ❼ Intersection Geometry • Unusual Geometry • Existing Geometry creates a conflicting Left Tu r, by LT Crash Intersection Geometry Considered by LT Crash Existing Sequence Requirement for LT Prot, ✓ Signalized intersection with high speed limits (55, 60mph) 3) Three section FYA s ignal is suitable, clears the intersection!! Contact Us Cody Ko, PhD, PE cody. k o @ d o t .state.fl.us 68
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-november/2024nov-thu04-leftturnprotectedonlytod.pdf?sfvrsn=2026170f_12024nov-thu04-LeftTurnProtectedOnlyTOD
conditions with Deficient Sight Distance • Lead approach at Lead/Lag intersection • Offset Left Tu r n, ) ❼ Intersection Geometry • Unusual Geometry • Existing Geometry creates a conflicting Left Tu r, by LT Crash Intersection Geometry Considered by LT Crash Existing Sequence Requirement for LT Prot, ✓ Signalized intersection with high speed limits (55, 60mph) 3) Three section FYA s ignal is suitable, clears the intersection!! Contact Us Cody Ko, PhD, PE cody. k o @ d o t .state.fl.us 68
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024nov-thu04-leftturnprotectedonlytod.pdf?sfvrsn=eb2cbcfc_144728715201-PLANS-03-SIGNALIZATION
646-1-11 665-1-11 646-1-11 665-1-11 SR 25/80 (US 27) & FRANCISCO ST INTERSECTION Vehicles, SR 25/80 (US 27) & SAN PEDRO ST INTERSECTION 4 4 2 2 6 6 8 8 A C A B B EXISTING, A L P A L M A V E SR 25/80 (US 27) & ROYAL PALM AVE INTERSECTION 10 40 Feet 0 N, INTERSECTION Vehicles Watch For START CROSSING If Started Finish Crossing DON'T START, 665-1-11 SR 25/80 (US 27) & CIRCLE DR INTERSECTION Vehicles Watch For START CROSSING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44728715201-plans-03-signalization.pdf?sfvrsn=f3f4c772_12024 Central Office Letting and Project Information
/ Drainage Improvements T6466 Miami-Dade Intersection Improvements / Traffic Signals / Milling, Hillsborough Intersection Improvements / Milling & Resurfacing / Traffic Signals / Drainage Improvements 1, 2, Intersection Improvement / Milling & Resurfacing / Drainage Improvements / Traffic Signals 1 T3890, T6566 Miami-Dade Resurfacing / Traffic Signals / Lighting T6567 Miami-Dade Intersection, Resurfacing 1, 2 T4701 Broward Traffic Signal / Intersection Improvements 1 T4714 Palm Beach Bridge
https://www.fdot.gov/contracts/lettings/2024/2024-central-office-letting-and-project-informationBay County FY26-30 Summary
$4,722,086 445601-1 - SR 75 (US 231) AT SR 20 INTERSECTION SAFETY IMPROVEMENTS Type of Work, $315,701 445601-2 - SR 75 (US 231) AT SR 20 INTERSECTION SAFETY IMPROVEMENTS Type of Work: LIGHTING, Total for Project 447594-1 $129,012 447788-1 - SR 75 (US 231) AT PIPELINE ROAD INTERSECTION IMPROVEMENTS Type of Work: INTERSECTION IMPROVEMENT Phase Funding Source 2026 2027 2028 2029 2030, INTERSECTION IMPROVEMENTS Type of Work: TRAFFIC SIGNALS Phase Funding Source 2026 2027 2028 2029
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d3_adopted_documents/bay-county-fy26-30-summary.pdf?sfvrsn=6e473884_3E3Z04
- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 1,419.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED 1,419.000 0102-115- TYPE III BARRICADE ED 63,288.000 0104, 2.233 0611- 2- 1 ITSFM LOCATION DOCUMENTATION- INTERSECTION EA 1.000 0630- 2- 11 CONDUIT, FURNISH, 5,788.000 0632- 7- 1 SIGNAL CABLE- NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL PI 1.000 0632- 7- 6 SIGNAL CABLE, REMOVE- INTERSECTION PI 1.000 0633- 1-420 FIBER OPTIC CABLE, RELOCATE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/dec11/e3z04.pdf?sfvrsn=514fb11b_2Escambia County Summary G1 27-31
$7,038,680 450983-1 - SR 10 (US 90) DAVIS HWY AT SR 10A (US 90) SCENIC HWY INTERSECTION Type of Work: ADD, : INTERSECTION IMPROVEMENT Phase Funding Source 2027 2028 2029 2030 2031 Construction Federal, DAVIS HIGHWAY FROM E GREGORY STREET TO DENTON ROAD Type of Work: INTERSECTION IMPROVEMENT Phase, $1,346,506 454884-1 - SR 95 (US 29) PENSACOLA BOULEVARD AT KENMORE ROAD Type of Work: INTERSECTION, - SR 95 (US 29) AT CR 196 BARRINEAU PARK ROAD Type of Work: INTERSECTION IMPROVEMENT Phase Funding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d3_documents/escambia-county-summary-g1-27-31.pdf?sfvrsn=f2c1f2c2_1PublicHearing_MIAMI_DADE COUNTY_Summary
$350,000 433511-2 - NE 203 STREET INTERSECTION IMPROVEMENTS BETWN SR 5/US-1 & W. DIXIE HWY Type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d6_documents/publichearing_miami_dade-county_summary.pdf?sfvrsn=c801358d_1RBituminousTreatmentsSurfaceCoursesand ConcretePavement
" DETAIL "A" Point Radius Point Radius LARGE RIGHT TURN ISLAND SKEWED INTERSECTION STANDARD INTERSECTION JOINT LAYOUTS FOR INTERSECTIONS Radius Point Radius Point 2 2 1 2 1 2 1 1 1 3, . pavement and greater than 300 feet in length. Align of an intersection if the side road
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/rbituminoustreatmentssurfacecoursesand-concretepavement.pdf?sfvrsn=565fc77_1RBituminousTreatmentsSurfaceCoursesand ConcretePavement
" DETAIL "A" Point Radius Point Radius LARGE RIGHT TURN ISLAND SKEWED INTERSECTION STANDARD INTERSECTION JOINT LAYOUTS FOR INTERSECTIONS Radius Point Radius Point 2 2 1 2 1 2 1 1 1 3, . pavement and greater than 300 feet in length. Align of an intersection if the side road
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/ser/rbituminoustreatmentssurfacecoursesand-concretepavement.pdf?sfvrsn=500d3282_1RBituminousTreatmentsSurfaceCoursesand ConcretePavement
INTERSECTION STANDARD INTERSECTION JOINT LAYOUTS FOR INTERSECTIONS Radius Point Radius Point 2 2 1 2 1, with radius point. pavement and greater than 300 feet in length. Align of an intersection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/ser/rbituminoustreatmentssurfacecoursesand-concretepavement.pdf?sfvrsn=ed6024cd_1Scope_of_Services_Stage_I _01192024_Ad_25121
Classification: Access Class 1 Transit Route Features: N/A Major Intersections and Interchanges: Number of Major Intersections and Interchanges: [Number] [List all intersections and interchanges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25121/scope_of_services_stage_i-_01192024_ad_25121.pdf?sfvrsn=8df19963_1451026-1-Stage I Ad
: TBD Stage 1 Scope Page A-7 FPID: 451026-1-32-01 Major Intersections and Interchanges: Number of Major Intersections and Interchanges: 2 What are the intersections? Roadway Alternative Analysis: N, FDM 210.3.3 variation may be required at signalized intersections. Clean these up. Should only say, %20Marking/. 2.8 Signalization (Activities 21 & 22) Intersections: The CONSULTANT shall prepare, spacing, signalized intersection spacing, median opening spacing, and connection spacing). Median
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25111/451026-1-stage-i-ad.pdf?sfvrsn=eab6f40e_1444612-1-52-01 - SR45 - Design Variation - Median Width
of hardened centerlines throughout this corridor. Extensive reconfiguration of intersection quadrants, AT INTERSECTIONS WITHOUT HARDENED CENTERLINES SAN G A S SD 2 3 . 2 7 F N D 4 X 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25111/444612-1-52-01---sr45---design-variation---median-width.pdf?sfvrsn=d857de7a_12025 FDM Summary Comments
Intersections 212.11.1 Section 213 Updated Table 212.11.1 values and equations as needed to meet current, as compared to when "Intersection Lighting Retrofit" or "Isolated Lighting" values are used. ID 404
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025-fdm-summary-comments.pdf?sfvrsn=80956a11_12025FDM124QC
interval appropriate to account for context classification, tangent/curves, intersections, and critical, stormwater runoff • Vertical or horizontal clearance issues • Undesirable intersection, side road
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm124qc.pdf?sfvrsn=84b8208_1