2414 search results for fla

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-110.pdf?sfvrsn=2824b324_2

Post-World War II Residential Style Guide

, they are less common because of the state’s high groundwater level, and flat elevation. However, (Flagler County) Constructed for Builder Oscar Clarholm (American Builder, August 1949) Architectural, Tri-level or bi-level Less common in Florida due to high water table and flat terrain 3 4 2 1, in 1956 A Split-Level Form Residence at 2 Flamingo Drive (St. Johns County), constructed in 1962, style lacking ornamentation Unique rooflines, typically flat, shed, or low-pitched gable Emphasis

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/cultural-resources/post-wwii-residential-style-guide.pdf?sfvrsn=419f07e4_2

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/estimates/publications/basis-of-estimates-manual/2023-boe-manual.pdf?sfvrsn=8dd363e4_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul24/4500301-723fhwa.pdf?sfvrsn=a0ed073d_1

FDOT_RSP_CH 4_ADA

transportation service using double-stacked containers on flatcars. Today, several of Florida’s, southbound double-stack Container on Flat Car (COFC) railcars with 53-foot domestic containers from

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/rail/rail-system-plan-2023/fdot_rsp_ch-4_ada.pdf?sfvrsn=2b5b37f6_4

FDOT_RSP_CH 4_Oct2023_ADA

transportation service using double-stacked containers on flatcars. Today, several of Florida’s, southbound double-stack Container on Flat Car (COFC) railcars with 53-foot domestic containers from

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/rail/rail-system-plan-2023/rsp-october-version/fdot_rsp_ch-4_oct2023_ada.pdf?sfvrsn=dc74127c_2

operationsmanual

the instrument has fully booted, the indicators will flash rapidly 3 times, then begin a steady 1 Hz flashing, on the rear panel. Wait for the indicator lights to stop flashing and the red ring around the power, on the back of the camera will turn green, the WLAN indicator light will flash as data is being, select different road condition codes/events on the screen to flag the data for reference. 5.5 When

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/ndt/documents/operationsmanual.pdf?sfvrsn=ffffed1_1

F6010NonTechSpecs

other materials  Deck (check for flatness, machine and resurface if needed) 7.2.2.2 Crankshaft, . 7.2.2.3 Heads  Check for flatness; resurface if necessary,  Check valves for sealing; valve job, , and terminals shall be formed neatly with wires grouped in bundles using non-metallic, flame-resistant wiring

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/fco/f6010/f6010nontechspecs.pdf?sfvrsn=e12774c5_1

Smart Work Zones Guidebook

: X First/last channelizing device in lane closure(s) X Flaggers using either flag paddles or flagger assistive devices X SWZ Flashing Arrow Boards X Vehicle mounted Flashing Arrow Boards X Mobile

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/smart-work-zones_guidebook.pdf?sfvrsn=28574a9b_5

plans - Pinellas Sheriff

OF CEMENTITIOUS MATERIAL PER CUBIC YARD. 4. PROVIDE A FLAT BEARING SURFACE ON TOP SURFACE ON TOP SHAFT BELOW, PROJECT SUPERVISOR TO AVOID DELAYS AND INTERFERENCE. 6.2 FLOCK SAFETY WILL PROVIDE RAILROAD, FLAGMEN, FOR SUCH SIGNALMEN AND FLAGMEN WITH FLOCK SAFETY. 6.3 IN ADDITION TO THE SCHEDULING REQUIREMENTS

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/test/approved-lpr/plans---pinellas-sheriff.pdf?sfvrsn=766cf1c3_1

9620100-724FHWA

Grain, Tensile Structural Tubing A500 Round B, C Composition, Tensile, Flattening Test, Round Welded, Seamless Composition, Tensile, Flattening, Impact (Zone 1), Size Square, E, S Composition, Mechanical Testing (Tensile, Bend, Flattening), Size 962-10.2 Field Splice, Composition, Tensile, Flattening Test, Impact (Zone 1), Size Shaped Composition, Tensile, Impact, Type/ Style Reportable Properties A847 Round Welded, Seamless Composition, Tensile, Flattening

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul24/9620100-724fhwa.pdf?sfvrsn=6d89e6ab_1

E51F9

 Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 05240402 Call Order:003 Proposal:E51F9 District:05 Counties: FLAGLER Road Name:SR A1A Limits: 73030000 Project(s):43912415201(*) Federal Aid No: N/A Total Roadway Length: Contract Days: 260, in Flagler County. PREQUALIFICATION REQUIRED Call Order: 003 Proposal: E51F9 ALT Item Description Unit, POLE, F&I, TYPE P-II SERVICE POLE EA 6.000 0654- 2- 18 MIDBLOCK CROSSWALK: REC RAPID FLASHING

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/apr02/e51f9.pdf?sfvrsn=8f3974ae_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter7s4redline.pdf?sfvrsn=edc444e6_3

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter7s4.pdf?sfvrsn=1498bdfa_6

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/cpam-7-4-clean-2022-prc.pdf?sfvrsn=661b3ce7_3

450-036

 1 0 / 1 5 / 2 0 2 3 1 1 : 2 5 : 1 9 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX FLORIDA-I 36 BEAM - STANDARD DETAILS 1 2 450-036 11/01/19 Beam End of as ( ) Typ.) Bars 5Y (shown flange only) bottom of bottom " Chamfer (Typ. 4 3 to the end of beam measured perpendicular * These dimensions are 4M2 (Typ, Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 5A

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-036.pdf?sfvrsn=e69651d8_1

450-045

required to clear Typ.) Rotate as Bars 3D (Pairs (Typ.) Bars 3C flange only) bottom of bottom, ) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 5A, 4M1, 4M2, Embedded Bearing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-045.pdf?sfvrsn=4a566fbe_1

450-054

(Pairs (Typ.) Bars 3C to the end of beam measured perpendicular * These dimensions are flange, ) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM 4M3 & 5Y BARS 5A, 4M1, 4M2, Embedded Bearing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-054.pdf?sfvrsn=f5f4fd1f_1

450-063

Typ.) Rotate as Bars 3D (Pairs flange only) bottom of bottom " Chamfer (Typ. 4 3 (End 1 Shown, End 2 Similar) (Flanges Not Shown For Clarity) ELEVATION AT END OF BEAM (Showing Bars 5K, 5Y

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-063.pdf?sfvrsn=a3c60c38_1
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