3009 search results for intersection

6530000-122FHWA

assemblies at any intersection as a single operation unless a staged operation is approved by the Engineer. Do not install signals at any intersection until all other signal equipment, including, assemblies at any intersection as a single operation unless a staged operation is approved by the Engineer. Do not install signals at any intersection until all other signal equipment, including

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/6530000-122fhwa.pdf?sfvrsn=186eb89_2

D6900000

Cabling and Conduit - per intersection. Item No. 2690- 90- Remove Cabling and Conduit - per intersection. Item No. 690-100- Remove Miscellaneous Signal Equipment - per intersection. Item No.2690-100- Remove Miscellaneous Signal Equipment - per intersection

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d6900000.pdf?sfvrsn=422902a0_0

D6900000.do

and Conduit - per intersection. Item No. 2690- 90- Remove Cabling and Conduit - per intersection. Item No. 690-100- Remove Miscellaneous Signal Equipment - per intersection. Item No.2690-100- Remove Miscellaneous Signal Equipment - per intersection

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d6900000.do.pdf?sfvrsn=a6bdb551_0

SR 9 / I-95 PD&E Study

. The project also includes operational, intersection improvements and safety enhancements. I-95

https://www.fdot.gov/projects/i95-858-820/index.shtm

Vehicle-to-everything

: Message: driver alerts, message boards, etc. MAP & SPaT: intersection geometry and traffic signal

https://www.fdot.gov/traffic/teo-divisions.shtm/cav-ml-stamp/cv/vehicle-to-everything

Code Descriptions

N/A2 User Defined NK Net Kilometer NM Net Mile PA Per Analysis PB Per Building PI Per Intersection PL

https://www.fdot.gov/fpo/fpc/apps/dqe/code-descriptions

Safety Engineering

Pedestrian & Bicycle Safety Insights Lane Departure Intersection Safety Insights Transition

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

E6P67

0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 1,620.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED 1,620.000 0102-115- TYPE III BARRICADE ED, OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL PI 7.000 0632- 7- 6 SIGNAL CABLE, REMOVE- INTERSECTION PI 7.000 0635- 2- 11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 140.000 0635- 2- 30 PULL

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/nov20/e6p67.pdf?sfvrsn=fcbf1f97_1

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

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
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