3159 search results for intersection
D4150000
steel with a double-strand single tie at all intersections on the periphery and at alternate intersections within the mat. 415-5.6 Dowel Bars for Columns and Walls: 415-5.6.1 Supports, intersection, by a cross tie or "figure 8" tie. 415-5.8 Wall Steel (Not Including Dowel Bars): 415-5.8.1, with a cross tie or "figure 8" tie. On the periphery, tie the steel at each intersection. Within the mat, tie the steel at every third intersection, except that where the wall is of such size that it
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d4150000.pdf?sfvrsn=654948a7_0D4150000.do
. 415-5.5.3 Tying: Tie footing mat steel with a double-strand single tie at all intersections on the periphery and at alternate intersections within the mat. 415-5.6 Dowel Bars for Columns and Walls, clearance. 415-5.7.3 Tying: Tie the column hoops to the column verticals at each intersection, by a cross, or “figure 8” tie. On the periphery, tie the steel at each intersection. Within the mat, tie the steel at every third intersection, except that where the wall is of such size that it is necessary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4150000.do.pdf?sfvrsn=ab7deb70_04150000SS
single tie at all intersections on the periphery and at alternate intersections within the mat, verticals at each intersection, by a cross tie or “figure 8” tie. 415-5.8 Wall Steel, intersection. Within the mat, tie the steel at every third intersection, except that where the wall, require tying at every other intersection, or at every intersection, as he deems necessary. 415-5.9, intersection on the periphery and at every third intersection in the interior area. If encountering
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4150000ss.pdf?sfvrsn=bf6e0245_04150000SS
single tie at all intersections on the periphery and at alternate intersections within the mat, verticals at each intersection, by a cross tie or “figure 8” tie. 415-5.8 Wall Steel, intersection. Within the mat, tie the steel at every third intersection, except that where the wall, require tying at every other intersection, or at every intersection, as he deems necessary. 415-5.9, intersection on the periphery and at every third intersection in the interior area. If encountering
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4150000ssfc89bb76b99442d9a873475dca677524.pdf?sfvrsn=c5514695_04150000.impl
intersections on the periphery and at alternate intersections within the mat. 415-5.6Dowel Bars, clearance. 415-5.7.3 Tying: Tie the column hoops to the column verticals at each intersection, wall steel with a cross tie or figure 8 tie at each intersection on the periphery and at every third intersection within the mat. If workmen use the reinforcing as a ladder, provide additional ties as directed by the Engineer. Tienoiseandperimeter wall steel with a single tie at each intersection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/4150000.impl.pdf?sfvrsn=7abf8b9f_02019 Project Traffic Forecasting Handbook
Estimating Intersection Turning Movements................................ 74 6.1 Introduction, .....................................................................................93 6.6.3 “T” intersection Procedures, are commonly used to develop lane configuration requirements for intersection designs, , and major intersection improvements. This process differs from Corridor Traffic Forecasting in that it, , and facility analyses. Chapter 6 Estimating Intersection Turning Movements The purpose of this chapter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/systems-management/sm-old-files/traffic-analysis/2019-project-traffic-forecasting-handbookcfb5975b7b0545669ea54c94aac3b809.pdf?sfvrsn=e105e71d_2102-615
G20-2 AHEAD CLOSED LEFT LANE 5 1 102-615 MULTILANE ROADWAY, INTERSECTION WORK 11/01/22 W20-5L, = Taper Length WORK IN INTERSECTION OF MULTILANE ROADWAY SYMBOLS: Work Area Work Zone Sign, X X AHEAD WORK ROAD LEFT MERGE TRAFFIC THRU 5 2 102-615 MULTILANE ROADWAY, INTERSECTION, OF INTERSECTION WITH SIGNIFICANT RIGHT TURNING MOVEMENTS R3-7R "MERGE" Arrow Board Mode: "MERGE, MULTILANE ROADWAY, INTERSECTION WORK 11/01/22 NOTES: vehicles do not block through lanes. 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-615.pdf?sfvrsn=aaa8c343_1102-615E
AHEAD CLOSED LEFT LANE MULTILANE ROADWAY, INTERSECTION WORK 102-615 5 1 11/01/21 W20-5L, Bar WORK IN INTERSECTION OF MULTILANE ROADWAY 1 1 / 1 9 / 2 0 2 1 7 : 0 6 : 1 1, AHEAD WORK ROAD MULTILANE ROADWAY, INTERSECTION WORK 102-615 5 2 11/01/20 NOTES: signs, and omit, OF MINOR SIDE STREET RIGHT LANE CLOSED ON FAR SIDE OF INTERSECTION WITH SIGNIFICANT RIGHT TURNING, LEFT MULTILANE ROADWAY, INTERSECTION WORK 102-615 5 3 11/01/20 NOTES: vehicles do not block
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2023/idx/102-615ea8dc627f-cb46-4c0e-8856-5b49941ab025.pdf?sfvrsn=e7267bf8_1102-615Ee
AHEAD CLOSED LEFT LANE MULTILANE ROADWAY, INTERSECTION WORK 102-615 5 1 11/01/21 W20-5L, Bar WORK IN INTERSECTION OF MULTILANE ROADWAY 1 1 / 1 9 / 2 0 2 1 7 : 0 6 : 1 1, AHEAD WORK ROAD MULTILANE ROADWAY, INTERSECTION WORK 102-615 5 2 11/01/20 NOTES: signs, and omit, OF MINOR SIDE STREET RIGHT LANE CLOSED ON FAR SIDE OF INTERSECTION WITH SIGNIFICANT RIGHT TURNING, LEFT MULTILANE ROADWAY, INTERSECTION WORK 102-615 5 3 11/01/20 NOTES: vehicles do not block
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2023/idx/102-615ee.pdf?sfvrsn=fec83108_1102-615Ee
AHEAD CLOSED LEFT LANE 5 1 102-615 MULTILANE ROADWAY, INTERSECTION WORK 11/01/22 W20-5L, = Taper Length WORK IN INTERSECTION OF MULTILANE ROADWAY SYMBOLS: Work Area Work Zone Sign, AHEAD WORK ROAD LEFT MERGE TRAFFIC THRU 5 2 102-615 MULTILANE ROADWAY, INTERSECTION WORK, OF INTERSECTION WITH SIGNIFICANT RIGHT TURNING MOVEMENTS R3-7R "MERGE" Arrow Board Mode: "MERGE" Arrow, MULTILANE ROADWAY, INTERSECTION WORK 11/01/22 NOTES: vehicles do not block through lanes. 2. Provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/idx/102-615ee.pdf?sfvrsn=3e1e30a5_1102-615E
AHEAD CLOSED LEFT LANE 5 1 102-615 MULTILANE ROADWAY, INTERSECTION WORK 11/01/22 W20-5L, = Taper Length WORK IN INTERSECTION OF MULTILANE ROADWAY SYMBOLS: Work Area Work Zone Sign, X AHEAD WORK ROAD LEFT MERGE TRAFFIC THRU 5 2 102-615 MULTILANE ROADWAY, INTERSECTION WORK, OF INTERSECTION WITH SIGNIFICANT RIGHT TURNING MOVEMENTS R3-7R "MERGE" Arrow Board Mode: "MERGE" Arrow, MULTILANE ROADWAY, INTERSECTION WORK 11/01/22 NOTES: vehicles do not block through lanes. 2. Provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-615e.pdf?sfvrsn=22375038_1102-615
G20-2 AHEAD CLOSED LEFT LANE 5 1 102-615 MULTILANE ROADWAY, INTERSECTION WORK 11/01/22 W20-5L, = Taper Length WORK IN INTERSECTION OF MULTILANE ROADWAY SYMBOLS: Work Area Work Zone Sign, X X AHEAD WORK ROAD LEFT MERGE TRAFFIC THRU 5 2 102-615 MULTILANE ROADWAY, INTERSECTION, OF INTERSECTION WITH SIGNIFICANT RIGHT TURNING MOVEMENTS R3-7R "MERGE" Arrow Board Mode: "MERGE, MULTILANE ROADWAY, INTERSECTION WORK 11/01/22 NOTES: vehicles do not block through lanes. 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-615.pdf?sfvrsn=42abd322_26340000.impl
. Perpendicular Span: Use this type span at an intersection to support a single span wire assembly upon, . Diagonal Span: Use this span type at an intersection to support a single span wire assembly upon, assembly to two poles, located in opposite quadrants of the intersection, and extend the assembly across the intersection at an angle of approximately 45 degrees to the approach lanes of the intersection. Locate traffic control devices for all approaches at appropriate locations on the span wire
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/6340000.impl.pdf?sfvrsn=f63c57fa_0102-615
G20-2 AHEAD CLOSED LEFT LANE 5 1 102-615 MULTILANE ROADWAY, INTERSECTION WORK 11/01/25 W20-5L, 1. L = Taper Length WORK IN INTERSECTION OF MULTILANE ROADWAY SYMBOLS: Work Area Work Zone, , INTERSECTION WORK 11/01/25 NOTE: signs, and omit the merge symbol signs and arrow board. LANE CLOSED, OF INTERSECTION WITH SIGNIFICANT RIGHT TURNING MOVEMENTS R3-7R "MERGE" Arrow Board Mode: "MERGE, LANE TURN LEFT 5 3 102-615 MULTILANE ROADWAY, INTERSECTION WORK 11/01/25 NOTES: vehicles do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/102-615.pdf?sfvrsn=ff535f4f_1FM 452567-1 Final RRR Scoping Report
Transit Route Features: N/A Major Intersections/Interchanges: NW 189 St, NW 191 St, NW 195, intersections within the project limits. (NW 189 St, NW 195 Dr, NW 199 St, NW 202 St. 2.9 Lighting, on the east leg of the intersection with NW 199th Street. 2.10 Landscape Architecture (Activities 25 & 26) Vegetation was observed within intersection sight triangles. The Designer is responsible, ................................................................................. 24 2.7.2 Intersections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd6/26619/fm-452567-1-final-rrr-scoping-report.pdf?sfvrsn=60eec5ec_1TEO-25-04
fatalities in Florida happen at intersections, and about 75% of pedestrian fatalities occur at night, intersections and corridors safer. Need for Proposed Research Despite the fact that signal timing, signalized intersections on collector roads to reduce speeding, installation of larger 12” signal, and suburban arterials at night, mitigate speeding problems, improve safety at signalized intersections, ). Safety evaluation of discontinuing late nighttime flash operations at signalized intersections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/teo-25-04.pdf?sfvrsn=c40cccd4_1Chapter08 Pedestrian Facilities 2024
to the roadway pavement, unless a curb or other barrier is provided. Nearing intersections, driveways and intersections is maintained. See Chapter 4, Figure 4 – 8 Location of Guardrail, using Pedestrian/Bicycle Railings or fencing near intersections or driveways as they could obstruct, an intersection, consider extending cross drains and side drains to minimize drop-offs, ) Marked crosswalks on an uncontrolled leg of an intersection or a mid-block location shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/review-files/chapter08-pedestrian-facilities-2024.docx?sfvrsn=7bf12ae2_108_Pedestrian_Facilities_Redlines
contiguous to the roadway pavement, unless a curb or other barrier is provided. Nearing intersections, proper sight distance near driveways and intersections is maintained. See Chapter 4, Figure 4 – 8, intersections or driveways as they could obstruct the driver's line of sight. To reduce the need for railings as a sidewalk or shared use path approaches an intersection, consider extending cross drains, leg of an intersection or a mid-block location shall be supplemented with other treatments
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/08_pedestrian_facilities_redlines.pdf?sfvrsn=eb97aec4_508_Pedestrian_Facilities_Rulemaking
or other barrier is provided. Nearing intersections, the sidewalk should be transitioned, to ensure proper sight distance near driveways and intersections is maintained. See Chapter 4, /Bicycle Railings or fencing near intersections or driveways as they could obstruct the driver's line, an intersection, consider extending cross drains and side drains to minimize drop-offs. There are two cases, Transportation Officials (NACTO) Marked crosswalks on an uncontrolled leg of an intersection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/08_pedestrian_facilities_rulemaking.pdf?sfvrsn=ccc7cbcf_1MFF_#15_I-4 at S.R. 33 Interchange_21Sep2023
e o n - a n d o ff - r a m p s a n d t w o u n s i g n a l i z e d ramp terminal intersections. This project will make modifications to the interchange including new roundabout intersections, add
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/mff---01-31-23/project-sheets/mff_-15_i-4-at-s-r-33-interchange_21sep2023.pdf?sfvrsn=712555a1_1