4070 search results for fla

100819 3rd Party Data Feed System - User Guide v1_1_Final

File Name: Third Party Data Feed Users Guide File Location: Z:\C8I75\Assign 54 - FLATIS\3rd Party, St. Lucie Dixie Levy Sumter Duval Liberty Suwannee Escambia Madison Taylor Flagler Manatee Union

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/documents/training/operator/100819-3rd-party-data-feed-system---user-guide-v1_1_final.pdf?sfvrsn=6803d088_1

100819 3rd Party Data Feed System - User Guide v1_1_Final

File Name: Third Party Data Feed Users Guide File Location: Z:\C8I75\Assign 54 - FLATIS\3rd Party, St. Lucie Dixie Levy Sumter Duval Liberty Suwannee Escambia Madison Taylor Flagler Manatee Union

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/documents/training/operator/100819-3rd-party-data-feed-system---user-guide-v1_1_final3d5a9969-ab8e-4a72-9478-0502b5007036.pdf?sfvrsn=639eaad4_1

715-002IntReviewPkg

Soto, Flagler, Franklin, Glades, Gulf, Hardee, Hendry, Hernando, Highlands, Hillsborough, 140 MPH, Shown. and a Split Lockwasher Each Side " O.D. Flat Washers 8 1 and 2-1 Steel Bolts with Hex Nuts, , 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, ) Joint (Typ.) Construction Optional turn bottom. pitch, 3 flat turns top and 1 flat or D10 (or W10

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-002intreviewpkg.pdf?sfvrsn=d6e14f0a_1

715-002IndReviewPkg

Soto, Flagler, Franklin, Glades, Gulf, Hardee, Hendry, Hernando, Highlands, Hillsborough, 140 MPH, Shown. and a Split Lockwasher Each Side " O.D. Flat Washers 8 1 and 2-1 Steel Bolts with Hex Nuts, , 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, ) Joint (Typ.) Construction Optional turn bottom. pitch, 3 flat turns top and 1 flat or D10 (or W10

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-002indreviewpkg.pdf?sfvrsn=c911e941_1

715-002FHWAReviewPkg

, Okaloosa, Okeechobee, Orange, Osceola, Pasco, Pinellas, Polk, Santa Bay, Citrus, De Soto, Flagler, . and a Split Lockwasher Each Side " O.D. Flat Washers 8 1 and 2-1 Steel Bolts with Hex Nuts " Ø, O.D. 8" or 10" Foundation (Plumb) ¡ Pole, Base, & W10) spiral @ 6" pitch, 3 flat turns top and 1 flat turn bottom. 2. Foundation Tie Bars: #4 Tie Bars @ 12" centers (max.) or D10 (or to foundation depths shown. slope steeper than 1:4 and equal to or flatter than 1:2 add 2'-6" 1. Depths shown

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-002fhwareviewpkg.pdf?sfvrsn=90b1d288_1

715-002FHWAApproved

, Okaloosa, Okeechobee, Orange, Osceola, Pasco, Pinellas, Polk, Santa Bay, Citrus, De Soto, Flagler, . and a Split Lockwasher Each Side " O.D. Flat Washers 8 1 and 2-1 Steel Bolts with Hex Nuts " Ø, O.D. 8" or 10" Foundation (Plumb) ¡ Pole, Base, & W10) spiral @ 6" pitch, 3 flat turns top and 1 flat turn bottom. 2. Foundation Tie Bars: #4 Tie Bars @ 12" centers (max.) or D10 (or to foundation depths shown. slope steeper than 1:4 and equal to or flatter than 1:2 add 2'-6" 1. Depths shown

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-002fhwaapproved.pdf?sfvrsn=9822ed4_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

SunTrail_AWP_AtAGlance_FY25-26-to-FY30-FY31_as-of-2025-07-01

Bridges over Bird Rd, SW 8th St, and Flagler St $4,080,878 CON 2027 5 454486-1-12 4 Broward Flamingo Rd, East Coast Greenway: SR A1A North of Roberta Rd to the Flagler county line $5,535,896 CON 2026 42

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/suntrail/work-program/suntrail_awp_ataglance_fy25-26-to-fy30-fy31_as-of-2025-07-01.pdf?sfvrsn=e46d2c4f_1

Agency Term Contracts

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

https://www.fdot.gov/procurement/agencytermcontracts.shtm

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
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