4429 search results for fla

6530202.FHWA2

(-129°C) ASTM D 746 Flammability Self-extinguishing ASTM D 635 Tensile Strength Yield, 8500 psi (58, Brittleness Temp. Below -200°F (-129°C) ASTM D 746 Flammability Self-extinguishing ASTM D 635

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

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

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

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

FMPP_Presentation_07232025

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

DesignBuildSpecificationsjan05

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

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

DesigInterBasisOfEstBOEBasics

for errors  Note spec type flags (7.2 of BOE)  A= A p p r o v a l s Needed/Monitored Item  D, of Measurement, and Basis of Payment  If a flag does not match the BOE details, please report the error; some flags have not been updated from “D” to “P” Webgate Reports: Project Edit Report

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

-SD-1 1/19/2030 Steel Flanged Channel Posts CR1178 DOT-ITB-25-9063-SJ 7/14/2028 Target Zero

9711004.FHWA

ASTM D7735* Type A Durometer 6555 85 Impact Resistance ASTM D256, Method A 1.0 N·m - Flash, D7735* Type A Durometer 55 85 Impact Resistance ASTM D256, Method A 1.0 N·m - Flash Point ASTM D92

SS1062200redline

increments and approved by the Engineer. Payment for flatbed trucks, dump trucks, wreckers, and front

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