3255 search results for intersection

Section82V2-725redln

-metallic rebar fasteners to fasten the bars at their intersections to ensure no movement, and the intersections of those bars to be able to verify if any movement of the bars has occurred, to the concrete placement by saw cutting the element and verifying that the rebar intersections

Section82V2-724

to fasten the bars at their intersections to ensure no movement of the bars occurs during the placement of concrete. Record the locations of the bars within the element and the intersections of those bars, cutting the element and verifying that the rebar intersections are still held in place

Section82V2-723

at their intersections to ensure no movement of the bars occurs during the placement of concrete. Record the locations of the bars within the element and the intersections of those bars to be able, the element and verifying that the rebar intersections are still held in place by the fasteners

Section82V2-722

at their intersections to ensure no movement of the bars occurs during the placement of concrete. Record the locations of the bars within the element and the intersections of those bars to be able to verify if any, that the rebar intersections are still held in place by the fasteners, and the concrete cover

Section82V2-redln122

the bars at their intersections to ensure no movement of the bars occurs during the placement of concrete. Record the locations of the bars within the element and the intersections of those bars, by saw cutting the element and verifying that the rebar intersections are still held in place

Section8.2V2-721

the non-metallic rebar fasteners to fasten the bars at their intersections to ensure no movement, and the intersections of those bars to be able to verify if any movement of the bars has occurred, to the concrete placement by saw cutting the element and verifying that the rebar intersections are still

Section82V2redln

at their intersections to ensure no movement of the bars occurs during the placement of concrete. Record the locations of the bars within the element and the intersections of those bars to be able to verify if any, that the rebar intersections are still held held in place by the fasteners, and the concrete cover

Section82V2

the bars at their intersections to ensure no movement of the bars occurs during the placement of concrete. Record the locations of the bars within the element and the intersections of those bars, the element and verifying that the rebar intersections are still held held in place

Section82V2-726redln

. Use the non-metallic rebar fasteners to fasten the bars at their intersections to ensure, the element and the intersections of those bars to be able to verify if any movement of the bars has, by saw cutting the element and verifying that the rebar intersections are still held in place

2026RPDM

provided in areas where there is an abrupt change in geometry (e.g., "T" intersections, bridges, ramps, and include thru Intersections, 'T' Intersections, and ramps. Other irregular areas should have, for capacity considerations. Intersection improvement is a hybrid of the two, where the roadway may

433256 FINAL AS_BUILT ROADWAY PLANS (1)

2024FDM270PlantingDesign

intersection sight distance requirements specified in FDM 212. Do not use plants that will require

CLAY_Draft Tentative Work Program Public Hearing_By Project_10-11-2023

: INTERSECTION IMPROVEMENT Phase Funding Source 2025 2026 2027 2028 2029 Construction Federal $8,270,561

CLAY_Draft Tentative Work Program Public Hearing_D2 By Description_10-11-2023

OF WELLS RD TO DUVAL COUNTY LINE Type of Work: INTERSECTION IMPROVEMENT Phase Funding Source 2025

E59B3BidTabs

AND MAINTENANCE, INTERSECTION 1,980.000 ED 23.52000 46,569.60 0055 0102107 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION 1,980.000 ED 23.52000 46,569.60 0060 0102115 TYPE III, LOCATION DOCUMENTATION- INTERSECTION 9.000 EA 2,497.44000 22,476.96 0495 0630 2 11 CONDUIT, OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL 9.000 PI 16,153.50000 145,381.50 0510 0633 1122

2024FDM270PlantingDesign

. (5) Meet intersection sight distance requirements specified in FDM 212. Do not use plants

RAbbrevations

DPI Ditch Point Intersection ID, I.D. Inside Diameter or Identification ARTBA American Road

2024FDM914GenNotes

AN INTERSECTION • DEFLECTION IN ALIGNMENT • 10-FT-WIDE MAINTENANCE AREA FOR RETAINING WALL • MAXIMUM

Speed Detection Systems (SDS) Placement and Installation Specs_FINAL

of any intersection, driveway, crosswalk, or existing traffic control devices. An SDS shall

D1-02-15-24-30DayBSN

SIGN, TEMPORARY ED 612.000 0102-104- TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION ED 570.000 0102-107- 1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION ED 570.000 0102-115- TYPE, SIGNAL 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 34.000