3159 search results for intersection

E59F0

AND MAINTENANCE, INTERSECTION ED 1,190.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED 1,190.000 0102-115- TYPE III BARRICADE ED 1,452.000 0104- 10- 3 SEDIMENT, - 1 SIGNAL CABLE- NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL PI 1.000 Page 29 Bid, Quantity 0632- 7- 6 SIGNAL CABLE, REMOVE- INTERSECTION PI 1.000 0633- 6- FIBER OPTIC CABLE

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/dec02/e59f0.pdf?sfvrsn=905cad7d_1

E58F7

, INTERSECTION ED 100.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED, LENGTH MI 0.039 0611- 2- 1 ITSFM LOCATION DOCUMENTATION- INTERSECTION EA 1.000 0630- 2- 11 CONDUIT, - NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL PI 1.000 0635- 2- 11 PULL & SPLICE BOX, F&I

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/dec02/e58f7.pdf?sfvrsn=e167c628_1

Safety Engineering

: Pedestrian & Bicycle Safety Insights: Lane Departure Safety Insights: Intersection Transition

https://www.fdot.gov/Safety/safetyengineering/safetyengineering.shtm

Colorized

INTERSECTION SIGHT DISTANCE: 2-LANE UNDIVIDED (mph) Speed Design (Ft.) (Ft.) (Ft.) (mph) Speed Design, 40 45 50 55 60 65 35 40 45 50 55 60 65 35 40 45 50 55 60 65 INTERSECTION SIGHT, L d d m 35 40 45 50 55 60 65 d d L d d 35 40 45 50 55 60 65 INTERSECTION SIGHT, .' Intersection with Stop Control on the calculated based on 'AASHTO Case B - governing, Large SchoolBus 40 WB-40 45.5 INTERSECTION SIGHT DISTANCE: 6-LANE DIVIDED (mph) Speed Design

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/colorized.pdf?sfvrsn=8f07ce16_3

HSIP 2023 Annual Report Submission

$53 million · The intersection safety program completed 441 project items totaling $52 million, the Roadways category are Lane Departures and Intersections. The Road Users category includes Pedestrians, ) involved crashes and intersection crashes. FDOT SSO works with internal and external partners, the HSIP. • Bicycle Safety • Intersection • Pedestrian Safety • Skid Hazard • Other-Lane Departure, ) organized into categories are crashes involving: • Roadways · Lane Departure · Intersection • Road

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/11a-safetyengineering/fhwa-reports-plans/hsip-2023-annual-report-submission.pdf?sfvrsn=f2117007_1

E54B3

- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 810.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED 810.000 0104- 10- 3 SEDIMENT BARRIER LF 876.000 0104, LF 100.000 0632- 7- 1 SIGNAL CABLE- NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL PI

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2023/oct03/e54b3.pdf?sfvrsn=727dad6d_2

671-001

P8 1 6 6R P8 P6 7 4 4R P6 P4 Minor Street SIGNALIZED INTERSECTION X PX TF X ØX G R Y, of movements 1 about the intersection (I.E., movements 7 and but shall maintain their relative, OPERATION) SOP 14 (DIAMOND INTERCHANGE OPERATION) SOP 13 (ONE- WAY STREET INTERSECTION) SOP 12

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/671-001.pdf?sfvrsn=12940219_1

20210629_441977-1_SR 78_05010

78 Intersection Cored By: Median Curbed (Y/N): 6.617 3. Stabilization thickness was checked on 10, Lanes: US 27 at SR 78 Intersection US 27 at SR 78 Intersection Inside: Shoulder Type

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/05/20210629_441977-1_sr-78_05010.pdf?sfvrsn=d209c171_1

E51F5BidTabs

2.536 to 2.621)/SR 434 (MP 1.758 to 1.795 & MP 1.882 to 2.097) intersection in Seminole County, , INTERSECTION 230.000 ED 30.00000 6,900.00 15.00000 3,450.00 17.25000 3,967.50 0060 0102107 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION 230.000 ED 30.00000 6,900.00 30.00000

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/mar05/e51f5bidtabs.pdf?sfvrsn=55b30f25_1

700-010RedLines

and find the intersection point. See Sheet 3. largest area should be analyzed to determine, and - In the Column (Post) and Foundation Table, the value intersection value is "4" (4" OD). column labeled "11 FT". For the example the intersection of the row labeled "16 SF" and the - To determine

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/errata/700-010redlines.pdf?sfvrsn=907d341d_1

700-010RedLines

and find the intersection point. See Sheet 3. largest area should be analyzed to determine, and - In the Column (Post) and Foundation Table, the value intersection value is "4" (4" OD). column labeled "11 FT". For the example the intersection of the row labeled "16 SF" and the - To determine

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/errata/700-010redlines.pdf?sfvrsn=42e6ed50_1

2024June-Thu03-FLEmergingTechnology_AI_UAS_Policies

Projects Wrong-way detection Intersection monitoring for safe t y hazards PedSafe phase II: Aim, - and long- range projects High-definition engineering intersection data via integrative modeling Phase III - ATTAIN: Intersection signal prediction and corridor traffic management based on big

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024june-thu03-flemergingtechnology_ai_uas_policies.pdf?sfvrsn=d79c9b57_1

671-001

P8 1 6 6R P8 P6 7 4 4R P6 P4 Minor Street SIGNALIZED INTERSECTION X PX TF X ØX G R Y, of movements 1 about the intersection (I.E., movements 7 and but shall maintain their relative, OPERATION) SOP 14 (DIAMOND INTERCHANGE OPERATION) SOP 13 (ONE- WAY STREET INTERSECTION) SOP 12

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/671-001.pdf?sfvrsn=e9dab2f7_1

2024nov-thu01-FloridaEmergingTechAIUASPolicies

-definition engineering intersection data via integrative modeling Phase III - ATTA I N : Intersection signal, in FDOT – Non-Re s e a rc h Projects Wrong-way detection Intersection monitoring for safety hazards

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-november/2024nov-thu01-floridaemergingtechaiuaspolicies.pdf?sfvrsn=398e565f_1

2024nov-thu01-FloridaEmergingTechAIUASPolicies

-definition engineering intersection data via integrative modeling Phase III - ATTA I N : Intersection signal, in FDOT – Non-Re s e a rc h Projects Wrong-way detection Intersection monitoring for safety hazards

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024nov-thu01-floridaemergingtechaiuaspolicies.pdf?sfvrsn=c251e74f_1

Standard Plans - FY 2022-23 Errata

3 of 5 01/05/2022 Multilane Roadway, Intersection Work Corrected the R3-7L Sign in the LEFT LANE CLOSED ON FAR SIDE OF INTERSECTION TURNING MOVEMENTS ALLOWED detail to read "Left Lane Must Turn Left" 102-615 1 and 3 of 5 03/04/2024 Multilane Roadway, Intersection Work Sheet 1: Corrected

https://www.fdot.gov/design/standardplans/2023/Errata.shtm

E3Y39Addenda001

(approximately 0.8 miles) and Spence Parkway (approximately 11 miles) along SR 293 from its intersection, 281 from its intersection with State Road 30 (U.S. 98) to its intersection with County Road 191

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/asset-maintenance/e3y39/e3y39addenda001.pdf?sfvrsn=3d0d9ccc_1

E56F1BidTabs

TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION 130.000 ED 41.25000 5,362.50 68.50000 8,905.00 0035 0102107 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION 130.000 ED 41.25000, 12.00000 24,000.00 0070 0632 7 6 SIGNAL CABLE, REMOVE- INTERSECTION 3.000 PI 4,800.00000

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/may06/e56f1bidtabs.pdf?sfvrsn=16ae412c_1
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