4614 search results for fla

FLDOT_2023 HSIP Implementation Plan_Draft_08.15.2023

million vehicle miles traveled (VMT), however, has been flat since 2015 before reaching a high, Roads Base Map (ARBM) and Florida All Roads Intersections and Streets (FLARIS). Traffic safety analyses, across all public roads (i.e., state and local) are enhanced by the ARBM and FLARIS. FDOT is refining

102-100

 9 / 2 8 / 2 0 2 3 8 : 1 3 : 4 9 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX Lateral Offset Edge of Travel Way Slope 1:10 or Flatter Asphalt Pad Pavement or Flexible or Rigid Pavement/Asphalt Width Setback Distance Barrier Unit Barrier Delineators Above Ground Hazard Drop-Off Hazard Setback Distance Setback, . post-tensioned tendons within the concrete deck (top flange of concrete box girders) or on bridge

102-100

 9 / 2 6 / 2 0 2 5 1 0 : 5 4 : 3 1 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX Lateral Offset Edge of Travel Way Slope 1:10 or Flatter Asphalt Pad Pavement or Flexible or Rigid Pavement/Asphalt Width Setback Distance Barrier Unit Barrier Delineators Above Ground Hazard Drop-Off Hazard Setback Distance, units. post-tensioned tendons within the concrete deck (top flange of concrete box girders

MANUEL (Manny) AGUIAR DRB RESUME v.012023

- CERTIFIED FLAGGER INSTRUCTOR SKILLS • DISPUTE RESOLUTION • FDOT STANDARD SPECIFICATION • FDOT, Flagler Street. New 135-foot bridge at Coral Way, spanning active Turnpike traffic, the Snapper Creek, Flagler to NW 154 th Street Bridge, and along I-75 (SR-93) from SR-826 and to NW 170 th Street, lanes in each direction were provided beginning approx. 0.20 miles south of West Flagler Street (south

1020000SS

. 102-5.7 Flagger: Provide trained flaggers in accordance with Section 105. 102-5.8 Use of Orange Vest, -way operations, locate the flaggers within view of each other when possible. When visual contact between flaggers is not possible, equip them with 2-way radios, official, or pilot vehicle(s, . 102-9.4 High Intensity Flashing Lights: Furnish Type B lights in accordance with the plans and Design

405606-8-52-1_Flyer

. • The existing 90-degree bend just west of the elementary school will be reconstructed to provide a flatter

524-001rl

of R/W structures. 3. Use toewalls with all ditch paving, except adjacent to drainage flatter

515-052

: ASTM A36 or ASTM A706 Grade 36. d. Flat Washers: ASTM F436 c. Hex Nuts: ASTM A563 b. Adhesive, Vent/Weep 16 3 8 1 to 1ƀ" Max. width. Flatten handrail termination in bottom of handrail ƀ" Ø, or Top Rail CROSS REFERENCE: 1'-1Ƃ" Ɓ" Min. (Beveled) Ɖ" Steel ℅ (Flat) 7 Ƃ " (Typ.) Set Screw, p . ) Hole Ǝ" Ø Ƃ" ƃ Max. width End Hoop to 1Ƃ" Flatten end of (Intermediate Rail, plumb) use 1Ɓ" Ø Holes for Single for Single Anchor Bolts with Flat Washers for slopes ≤ 8.33

515-052

A36 or ASTM A706 Grade 36. d. Flat Washers: ASTM F436 c. Hex Nuts: ASTM A563 b. Adhesive Anchors, 16 3 8 1 to 1ƀ" Max. width. Flatten handrail termination in bottom of handrail ƀ" Ø Vent/Weep, CROSS REFERENCE: 1'-1Ƃ" Ɓ" Min. (Beveled) Ɖ" Steel ℅ (Flat) 7 Ƃ " (Typ.) Set Screw * ƃ 1, . ) Hole Ǝ" Ø Ƃ" ƃ Max. width End Hoop to 1Ƃ" Flatten end of (Intermediate Rail Connection) SECTION, " Ø Holes for Single for Single Anchor Bolts with Flat Washers for slopes ≤ 8.33%. † Base Plate

515-052

A36 or ASTM A706 Grade 36. d. Flat Washers: ASTM F436 c. Hex Nuts: ASTM A563 b. Adhesive Anchors, 16 3 8 1 to 1ƀ" Max. width. Flatten handrail termination in bottom of handrail ƀ" Ø Vent/Weep, CROSS REFERENCE: 1'-1Ƃ" Ɓ" Min. (Beveled) Ɖ" Steel ℅ (Flat) 7 Ƃ " (Typ.) Set Screw * ƃ 1, . ) Hole Ǝ" Ø Ƃ" ƃ Max. width End Hoop to 1Ƃ" Flatten end of (Intermediate Rail Connection) SECTION, " Ø Holes for Single for Single Anchor Bolts with Flat Washers for slopes ≤ 8.33%. † Base Plate

DesignBuildSpecificationsjan05

FMPP_Presentation_07232025

• Volusia-Flager TPO Room 3001 Facilitators: Macy Falcon and Tiffany Johnson FDOT • Caron Watkins

4000000SS

in 400-5.7.1(b). (d)Paintingof top flange: For all structures utilizing structural steel supporting components for which stay-in-place metal forms are to be used, paint the vertical sides of the top flange, for compression flanges of supporting structural members. (8)Donotusepermanent steel bridge deck forms, plans. Donotrestform sheets directly on the top of the stringer of floor beam flanges. Fasten, for forms. Place form supports in direct contact with the flange of the stringer or floor beam. Make

SS9930104

 993 OBJECT MARKERS AND DELINEATORS. (REV 7-8-10) (FA 7-16-10) (1-11) SUBARTICLE 993-1.4 (Page 975) is deleted and the following substituted: 993-1.4 Posts: The marker posts shall be of steel or aluminum as shown in the Design Standards or plans. Steel posts shall be 2.5 lb/ft. flanged U-Channel . The U-channel posts shall meet the mechanical requirements of ASTM A 499, Grade 60. Provide U-channel posts that have been galvanized after fabrication in accordance with ASTM A 123 and have

SS9930104

 993 OBJECT MARKERS AND DELINEATORS. (REV 7-8-10) (FA 7-16-10) (1-11) SUBARTICLE 993-1.4 (Page 975) is deleted and the following substituted: 993-1.4 Posts: The marker posts shall be of steel or aluminum as shown in the Design Standards or plans. Steel posts shall be 2.5 lb/ft. flanged U-Channel . The U-channel posts shall meet the mechanical requirements of ASTM A 499, Grade 60. Provide U-channel posts that have been galvanized after fabrication in accordance with ASTM A 123 and have

Agency Term Contracts

) CR1098, CR1099 DOT-ITB-25-9012-SD-1 1/19/2030 Steel Flanged Channel Posts CR1178 DOT-ITB-25-9063

fdot-bdv25-977-76-rpt

Features Curb Flare* Flush Radial Yes +39.8% Flared curbed driveways generally have low driveway, 306 32.62 383 44.90 Curb Flare 5619 53.03 463 49.36 254 29.78 Wide-open frontage or Other 1250, to more potential conflicts at driveways. • Driveway Design Feature: With curb flare design, is based on roadway type and driveway traffic volumes. Flared driveways are used on curbed, traffic greater than 600 trips per day. Flared or radial return designs are also associated

MATT (31) - MASH TL3 - Manual

to the AASHTO Roadside Design Guide (current edition) for appropriate minimum taper/flare rates for barrier, (A307, Fully Threaded) 3403G 6 Y 5/16” [8 mm] Hex Nut 3245G 2 AA 5/8” [16 mm] Round Flat Washer, Bolt (A307) 113457G 4 GG 1/2" [13 mm] Flat Washer 118009G 8 HH 1/2" [13 mm] Hex Nut 115939G 4 JJ 5/16” [8 mm] Round Flat Washer 3240G 2 MATT™ Post 6 and Splice Hardware Bag – To Include 628314B 1 U, ” [25 mm] Round Flat Washer 4902G 8 EE 5/8” x ¼” Thick [16 mm x 6 mm thick] Flat Washer 118615G 62

DESOTO COUNTY DTWP FY 26-30

17 FROM SW FLANDERS ST TO SW FLETCHER ST Type of Work: DRAINAGE IMPROVEMENTS Phase Fund Code 2026

D5-12-02-25BSN

(*) FLAGLER, LAKE, SEMINOLE, VOLUSIA 13 E54D8-R0 41232657264(*) FLAGLER, LAKE, SEMINOLE , VOLUSIA 15, Order: 001 Proposal: E54D0-R0 District:05 Counties: FLAGLER, LAKE, SEMINOLE, VOLUSIA Road Name, : Flagler, Lake, Seminole, and Volusia Calender Days: 365 This is a Maintenance Work Document, maintained roadways on an as-need basis in Lake, Seminole, Volusia and Flagler Counties, SRT-350/8) EA 3.000 E536- 6-423 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, NCHRP