3723 search results for fla

7810000.FHWA

functioning flashing beacon system. Ensure that the flashing beacons use a NEMA- rated flasher, : Provide a HAR system that includes static signage with flashing beacons to notify motorists of active HAR, access to, and command and control of, the remote flashing beacon controller. Ensure, . Ensure surge protective devices meet the requirements of Section 785-2. 781-4.2.8 HAR Sign and Flashing Beacons: Provide roadside signs with flashing beacons that are activated when the associated HAR

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/7810000.fhwa.pdf?sfvrsn=3b2fa83a_0

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

715-002

, Pinellas, Polk, Santa Bay, Citrus, De Soto, Flagler, Franklin, Glades, Gulf, Hardee, Hendry, Double arm configuration of Pole where Shown. and a Split Lockwasher Each Side " O.D. Flat Washers, , Base, & W10) spiral @ 6" pitch, 3 flat turns top and 1 flat turn bottom. 2. Foundation Tie Bars: #4, and equal to or flatter than 1:2 add 2'-6" 1. Depths shown are for slopes equal to or flatter than 1:4, (See Note 3) Tie Bars (See Note 2) Joint (Typ.) Construction Optional turn bottom. pitch, 3 flat

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/715-002.pdf?sfvrsn=472eab7a_1

715-002

, Pinellas, Polk, Santa Bay, Citrus, De Soto, Flagler, Franklin, Glades, Gulf, Hardee, Hendry, and a Split Lockwasher and 2 - 1ƃ" O.D. Flat Steel Bolts with Hex Nuts " � Stainless ƀ Provide As Required, t e 3 ) (or W10) spiral @ 6" pitch, 3 flat turns top and 1 flat turn bottom. 2. Foundation Tie, and equal to or flatter than 1:2 add 2'-6" 1. Depths shown are for slopes equal to or flatter than 1, ALUMINUM LIGHTING 11/01/24 turn bottom. pitch, 3 flat turns top and 1 flat or D10 (or W10) spiral @ 6

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/715-002.pdf?sfvrsn=8df6d4ae_1

Project Staffing Plan

. This enhancement will add a flag to the EM locations sent to FLATIS and will result in modifications to the EM, a special flag when distributed to data subscribers such as FL-ATIS. 2.5 SPARR, DMS Multi-Threading, EM, . 2.5.3 EM Location Publish A need has been established to allow the FLATIS system to distinguish

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/projectmanagement/project-staffing-plan.pdf?sfvrsn=bcdc2759_1

9920205-722resp

and submersible, disconnect forces, non-flame supporting, flexible over certain temperature ranges, -flame supporting and peforming over a designated temp range... SO should the material used, be provided explaing the expectation of non-flame supporting. Response: Please see comment 1 response. ******************************************************************************

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/9920205-722resp.pdf?sfvrsn=2d1686cd_2

9900100.FHWA

drawings for Category III devices and automated flagger assistance devices (AFADs) must be signed, devices and automated flagger assistance devices (AFADs) must be signed and sealed

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/9900100.fhwa.pdf?sfvrsn=89b8c4fb_0

9900000.comm

. Hyphenate ’16 inch intervals’ (’16-inch intervals’) in 990-10.1.1 Stop/Slow Lens Automated Flagger, ’ (’16-inch intervals’) in 990-10.1.2 Red/Yellow Lens Automated Flagger Assistance Devices. Response: Please

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/9900000.comm.pdf?sfvrsn=fc1c508d_0

E3Y69-R0BidTab

II (REPL FLARED END SECT) 1.000 EA 0.01000 0.01 60.00000 60.00 65.00000 65.00 0165 E536301502, EA 0.01000 0.01 0.01000 0.01 65.00000 65.00 0180 E536322502 END ANCHOR ASSEM FLARED (REPL, ASSEM FLARED (REPL BUFFER END SECT) 1.000 EA 0.01000 0.01 50.00000 50.00 65.00000 65.00 0190 E536322508 END ANCHOR ASSEM FLARED (REPL TIMBER BREAK POST) 10.000 EA 0.01000 0.10 60.00000 600.00 65.00000 650.00 0195 E536322515 END ANCHOR ASSEM FLARED (REPL AMBER REFLECT SHEET) 1.000 EA

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2025/may08/e3y69-r0bidtab.pdf?sfvrsn=a0cbe0e0_1

450-512

.) (See Note 4) Seal weld Cap to top of Plate A Galvanized Caps (16 Ga. Min.); Flat Headed Machine, a ¾" with ASTM F 835. Electroplating shall be ASTM B633, 4. Provide Electroplated, Flat Head Cap, Plate B) C (Beveled Bottom Flange (Typ.) Edge of FIB S e e P l a n s S e e P l a n

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-512.pdf?sfvrsn=b586e5b7_1

450-512

Note 4) Seal weld Cap to top of Plate A Galvanized Caps (16 Ga. Min.); Flat Headed Machine Screws, a ¾" with ASTM F 835. Electroplating shall be ASTM B633, 4. Provide Electroplated, Flat Head Cap Screws, Plate B) C (Beveled Bottom Flange (Typ.) Edge of FIB S e e P l a n s S e e P l a n s

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/450-512.pdf?sfvrsn=d7ec58fd_1

Agency Term Contracts

-ITB-25-9012-SD-1 1/19/2030 Steel Flanged Channel Posts CR778 DOT-ITB-23-9074-SD 3/4/2025 Street

https://www.fdot.gov/procurement/agencytermcontracts.shtm
20 of 3723 results