4429 search results for fla

102-110

Flare: 1:15 or Flatter Transition Panel Transition Panel Flare: 1:15 or Flatter position, A 563 or ASTM A 194. Install Flat accordance with ASTM F 1554 Grade 36. Install Anchor Bolts, (Shown) Flat Slab Bridge (Similar) Railing Transition & End Post, Beam or Girder 32" F or New, Post, Flat Slab Bridge 32" F or New Jersey Shape Traffic Railing, Anchored Type K Barrier 1'-0" ± Anchored Type K Barrier End Post Transition Railing Traffic Railing Bridge (Shown) Flat Slab

102-110

Flare: 1:15 or Flatter Transition Panel Transition Panel Flare: 1:15 or Flatter position of Bolts, or ASTM A 194. Install Flat accordance with ASTM F 1554 Grade 36. Install Anchor Bolts for through, FY 2026-27 SHEET INDEX Bridge (Shown) Flat Slab Bridge (Similar) Railing Transition & End Post, (Similar) Railing Transition & End Post, Flat Slab Bridge F-Shape or New Jersey Shape Traffic, Traffic Railing Bridge (Shown) Flat Slab Bridge (Similar) Railing Transition & End Post, Beam

102-110

:15 or Flatter Transition Panel Transition Panel Flare: 1:15 or Flatter position of Bolts, A 563 or ASTM A 194. Install Flat accordance with ASTM F 1554 Grade 36. Install Anchor Bolts, INDEX Bridge (Shown) Flat Slab Bridge (Similar) Railing Transition & End Post, Beam or Girder 32" F, Transition & End Post, Flat Slab Bridge 32" F or New Jersey Shape Traffic Railing, Anchored Type K, ) Flat Slab Bridge (Similar) Railing Transition & End Post, Beam or Girder 32" F or New Jersey

Florida Department of Transportation Wins 2021 Perpetual Pavement Award

easily meets the criteria for a PPA: By Performance and has served the traveling public in Fla. well, is critical to providing a sustainable quality of life, and Fla. continues to lead the nation in maintaining

9900200-723origind2

sunlight with a minimum of onsite maintenance for Automated Flagger Assistance Devices signs. 2, be weather-tight. 2. Except for Automated Flagger Assistance Devices, the display assembly shall, be painted flat black and shall meet Federal Specification TT-E-489. 4. The display panel, speed display units. Automated Flagger Assistance Devices may be trailer or non-trailer units, substituted: 990-15 Flagger Equipment. 990-15.1 STOP/SLOW Paddles: Provide STOP/SLOW paddles

44893615201-PLANS-01-ROADWAY_PH-IV

E4X48 Attachment III Henry Kinney Tunnel Standard Operations Procedures (Draft)

:  Explosive vapors.  Flammable materials.  Noxious fumes.  Corrosive compounds, Inhalation Hazard Flammable Gas Flammable Flammable Solid Combustible Organic Peroxide Oxidizer Corrosive Poison Prohibited Bulk Vehicle Placards Combustible Fuel Oil Harmful Non-Flammable Gas

E53F4

 Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 05240904 Call Order:003 Proposal:E53F4 District:05 Counties: FLAGLER Road Name:SR A1A Limits, 8th St to N 18th St in Flagler County. PREQUALIFICATION REQUIRED Call Order: 003 Proposal: E53F4, CROSSWALK: RECTANGULAR RAPID FLASHING BEACON, FURNISH & INSTALL- AC, COMPLETE SIGN ASSEMBLY- BACK TO BACK AS 2.000 0654- 2- 60 MIDBLOCK CROSSWALK: RECTANGULAR RAPID FLASHING BEACON, REMOVE COMPLETE

2023 BOE Manual

Type flags in the BOE, allowing for easy identification of items that may require additional, includes valid (effective/obsolete) dates. A Spec flag is assigned to all pay items for non-standard work, , Trial Items 1000s Utilities 2.8.3 Specification Flags on Pay Items Several letters or “flags, The Spec-Type flags in the BOE are indications of the level of pay item support that were likely necessary, in the BOE, but the presence of a flag can still indicate that further due diligence may be required

9900200-723FHWA

maintenance for Automated Flagger Assistance Devices signs. 2. The battery shall be equipped, for Automated Flagger Assistance Devices, the display assembly shall be equipped with an automatic dimming, . The display panel background and frame for the display assembly shall be painted flat black and shall meet, mounted units are required for regulatory signs and radar speed display units. Automated Flagger, Eligibility Letters ARTICLE 990-15 is deleted and the following substituted: 990-15 Flagger Equipment

441700-1.Cove Rd from SR-76_Kanner Hwy to SR-5_US-1 GeoReport

plains on marine terraces on flatwoods. The parent material 2 Geotechnical Services - PD&E TSFGeo, of the map unit. Slopes are 0 to 2 percent. This component is on flatwoods on marine terraces, percent. This component is on flatwoods on marine terraces on coastal plains. The parent material, . Slopes are 0 to 2 percent. This component is on flatwoods on marine terraces on coastal plains, . Excellent exposures occur in Flagler County in Washington Oaks State Park, in Martin County

Chapter7s4Redline

Resource (FLAIR) “6”s” line by the requested amount and re-encumber on a new FLAIR “6”s” line, Management (CFM) system. (4) The FLAIR contract amendment file will be updated to indicate, is processed through FLAIR and then the Unilateral Payment can be executed. The funds for the Unilateral

Chapter7s4

be in an executed status. (3) The DCE or designee will reduce the Florida Account Information Resource (FLAIR) “6s, Contingency Supplemental Agreements and 7-4-4 Work Orders a new FLAIR “6s” line with a Function Code/ Work, ) system. (4) The FLAIR contract amendment file will be updated to indicate the change. The funds, encumbrance request will be approved by the CFM system when the encumbrance is processed through FLAIR

CPAM 7.4 Clean 2022-PrC

be in an executed status. (3) The DCE or designee will reduce the Florida Account Information Resource (FLAIR) “6s, Contingency Supplemental Agreements and 7-4-4 Work Orders a new FLAIR “6s” line with a Function Code/ Work, ) system. (4) The FLAIR contract amendment file will be updated to indicate the change. The funds, encumbrance request will be approved by the CFM system when the encumbrance is processed through FLAIR

SS4500000

forms designed to be removed without damaging the top flange of the beam. Remove the forms horizontally away from the beam by a method that prevents any contact of the form with the top flange after release of the form. Do not subject the top flange to any vertical force at any time. Include, the bottom of the flange. 450-10.3.2.2 AASHTO Type III and Type IV Beams and Voided Units (Slabs and Piling, will be such that the top of the concrete is just above the top of the bottom flange. In voided units, end

2023_CTD_Annual_Performance_Report-Electronic_Version

Escambia URBAN Escambia County County Complete Brokerage Flagler RURAL Flagler County Public, rkimbrough@myescambia.com Flagler Flagler County Public Transportation 1769 E Moody Blvd Bunnell

6410000.FHWA

a smooth finish free from cracks, blow-holes, shrinks, and other flaws. All roller fairlead frames, . The winch cabinet door must be double -flanged and include neoprene closed-cell gaskets permanently, . The winch cabinet door opening must be double flanged. The winch cabinet door must iInclude a pin, -holes, shrinks, and other flaws. All roller fairlead frames must be corrosion resistant stainless, -flanged and include neoprene closed-cell gaskets permanently secured on the interior door surfaces

OIT-Manual-Full

Management Database (CMDB) and flagged as confidential and exempt. (b) Documenting, No. 325-060-020 Disciplinary Action Procedure, Topic No. 250-012-011 FLAIR Access Security, Topic

4500301-723FHWA

, the top flange dormant strands may be released after the concrete reaches a compressive strength of 2,000, in the bearing areas and edges of the top flange, a minor spall is defined as a spall not larger than 2.0, with 450-13.5. Spalls located at the edges of the top flange are considered minor spalls as follows: 1. A spall on one edge of the top flange, without a coincident spall on the other edge of the top flange, are not greater than 25% of the width of the top flange. 2. Coincident spalls on opposite edges

4000404.origind

experience excessive web plate deformations, top and bottom flange lateral bending deformations, and out, than 6" above the bottom flange and/or the concrete deck overhang is 4 feet or greater, within 6 inches of the bottom flange. If the lower contact point of the overhang falsework bears more than 6 inches above the bottom flange and/or if the deck overhang is 4 feet or greater, submit