4643 search results for fla
SS6030000
for the following equipment: 1. Controllers 2. Vehicle detectors 3. Load switches 4. Flasher units 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss6030000.pdf?sfvrsn=4a54154_0SS6030000
for the following equipment: 1. Controllers 2. Vehicle detectors 3. Load switches 4. Flasher units 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss6030000.pdf?sfvrsn=db9b3936_0Download Feature Import Templates
including tabs for the following equipment types: Bus interface Conflict monitor Clock unit Flasher
https://www.fdot.gov/traffic/itsfm/new-construction/contractor/feature-import-templates/download-feature-import-templates.shtml2022 BOE Manual
(effective/obsolete) dates. A Spec flag is assigned to all pay items for non-standard work. See Chapter 2, Specification Flags on Pay Items Several letters or “flags” are used on the Master Pay Item list to indicate when a non- standard specification and/or Plan detail is likely needed. Flags are listed, Guidance: Specification flag(s) may depend on multiple factors, as described in the BOE details, , and/or dimensions, this flag is used to identify pay items with additional information required, per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/publications/boe/2022-boe-manual.pdf?sfvrsn=81dd48d_1Florida FY21 fiscal constraint white paper FINAL 062821
years must be flagged or otherwise identified if federal funds are to be used on the project, ten years of the Plan must be notated or flagged to identify which projects are planned, of federal funds need to be clearly identified. If a project is initially flagged as having federal, LRTP update cycle. If a project is not initially flagged as having federal funds and federal funds, within the first ten years of the Plan must be notated or flagged to identify which projects
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/metrosupport/resources/florida-fy21-fiscal-constraint-white-paper-final-062821.pdf?sfvrsn=fd4e660f_1FMPP_Presentation_05052025
, SCRAP, GAA, DETF and FJGG Federal funding sources include: LAP, FHWA ER, BIP, FLAP, HSIP, RTS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/metrosupport/fmpp/2025-2-may/fmpp_presentation_05052025.pdf?sfvrsn=ce5e1aba_1Structures Design Office About Us - Mission, Vision and Values
Prestressed Precast Concrete Beam Bridge Design Cast-in-Place Flat Slab Bridge Design Adhesive Anchor New
https://www.fdot.gov/structures/structures-resources9600202-724IMPL
960 POST-TENSIONING COMPONENTS. (REV 4-19-23) (FA 11-7-23) (FY 2024-25) SUBARTICLE 960-2.2.2.1 is deleted and the following substituted: 960-2.2.2.1 Anchorage Caps: 1. Provide permanent anchorage caps made of stainless steel, nylon, polyester, or Acrylonitrile Butadiene Styrene (ABS). 2. Seal Anchorage cap with “O”-ring seals or precision fitted flat gaskets placed against the bearing plate. 3. Provide holes of 3/8 inch minimum diameter at the top and bottom of the cap. The holes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9600202-724impl.pdf?sfvrsn=5e365194_17010402.FHWA
(Page 835) is deleted and the following substituted: 701-4.2 Thickness: Apply flat base lines, the pavement surface. Asanalternative to the flat baseline, a profiled baseline meeting the following, 701-4.2 (Page 835) is deleted and the following substituted: 701-4.2 Thickness: Apply flat base, the pavement surface. Asanalternative to the flat baseline, a profiled baseline meeting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/7010402.fhwa.pdf?sfvrsn=9f7ff821_07020402.FHWA
and the following substituted: 702-4.2 Thickness and Dimensions of Markings: For flat thermoplastic, . Asanalternative to the flat baseline, a profiled baseline meeting the following dimensions may, and the following substituted: 702-4.2 Thickness and Dimensions of Markings: For flat thermoplastic, . Asanalternative to the flat baseline, a profiled baseline meeting the following dimensions may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/7020402.fhwa.pdf?sfvrsn=e40cab56_0ET PLUS Inspection Checklist
uniformly on both flanges of Post 1. 13. Any grout, backfill, or other materials (such as concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/et-plus-inspection-checklist.pdf?sfvrsn=ebe9c301_1STR-25-04
for the split pipe stiffener will allow properly designed welds to be specified at tension flanges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/str-25-04.pdf?sfvrsn=b74e24df_1Specifications Handbook 9-24-25
specification/plans requirements. Below is a key for the pay item flags that appear on the Project Edit, . The signature must be verified on any electronic copies. Fla. License No.: Firm Name: Firm Address: City
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/handbooks-and-manuals/specifications-handbook-9-24-25.pdf?sfvrsn=85ff4243_2460-474IntReviewPkg
" below existing concrete and grouted over. finished flat by grouting or grinding as required, .) Guardrail Post Assembly Wing Wall Existing Flared even with Approach Slab. removal to be finished, Bolts and RAILING END TREATMENT FOR FLARED WING WALLS SCHEME 3 TYPICAL SECTION THRU RAILING ALONG, concrete and grouted over. finished flat by grouting or grinding as required. Exposed existing, Wall Existing Flared even with Approach Slab. removal to be finished smooth and for post placement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/460-474intreviewpkg.pdf?sfvrsn=c79a1ae5_1460-474IndReviewPkg
" below existing concrete and grouted over. finished flat by grouting or grinding as required, .) Guardrail Post Assembly Wing Wall Existing Flared even with Approach Slab. removal to be finished, Bolts and RAILING END TREATMENT FOR FLARED WING WALLS SCHEME 3 TYPICAL SECTION THRU RAILING ALONG, concrete and grouted over. finished flat by grouting or grinding as required. Exposed existing, Wall Existing Flared even with Approach Slab. removal to be finished smooth and for post placement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/460-474indreviewpkg.pdf?sfvrsn=14ad1e1_1460-474FHWAReviewPkg
" below existing concrete and grouted over. finished flat by grouting or grinding as required, .) Guardrail Post Assembly Wing Wall Existing Flared even with Approach Slab. removal to be finished, Bolts and RAILING END TREATMENT FOR FLARED WING WALLS SCHEME 3 TYPICAL SECTION THRU RAILING ALONG, concrete and grouted over. finished flat by grouting or grinding as required. Exposed existing, Wall Existing Flared even with Approach Slab. removal to be finished smooth and for post placement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/460-474fhwareviewpkg.pdf?sfvrsn=e44032a_1RAP Public Comment Period database_for posting CLEAN
evacuation route and connects Flagler Beach to the more northern beaches of St. Augustine, Vilano, in north Summer Haven southward to approximately the Flagler County line. 3. Vegetate the new dune, April 12 Flash Flood: 1. Need a conversation about priorities in emergencies related to timely response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/resilience/rap-public-comment-period-database_for-posting-clean.pdf?sfvrsn=2931c5ad_3REACT350 - NCHRP350 - NARROW (36) - Assembly Manual
screws/bolts Flat S c r e w d r i v e r P h i l l i p s S c r ewdriver Personal Protective, is hardened, use 3/4" flat washers and nuts provided with kit to anchor base track to foundation, is hardened, use 3/4” nuts and flat washers included with MP-3 ® kits to attach Cylinder assembly, " long studs using instructions included with kit. After grout is hardened, use 3/4" nuts and flat, " long studs using instructions included with kit. After grout is hardened, use 3/4" nuts and flat
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/crash-cushion/react350---nchrp350---narrow-(36)---assembly-manual.pdf?sfvrsn=8538b8c0_120231127_450946-1_SR A1A_79080
Project No.: Cored By: Date: Page No.: 1 of 3 County: From: To: Flagler County Line Road No.: Begin MP: End MP: Length: 6.436 FC-9.5 Type SP ARMI Type I Type S Core Length (in) Type Thick-ness (in) Depth (in) Type Class Extent 1 16.683 6.0 L1 0.8 2.8 0.2 1.7 5.5SBRMS4.8 2.5 ST II S, By: Date: Page No.: 2 of 3 County: From: To: Flagler County Line Road No.: Begin MP: End MP, By: Date: Page No.: 3 of 3 County: From: To: Flagler County Line Road No.: Begin MP: End MP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/79/20231127_450946-1_sr-a1a_79080.pdf?sfvrsn=2090d408_1E55D0-R0
Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 05260106 Call Order: 003 Proposal: E55D0-R0 District:05 Counties: FLAGLER, LAKE, SEMINOLE , VOLUSIA Road Name: PAVEMENT MARKINGS & RPMs Limits: Midpoint Project(s): 44410017225(*) Federal Aid, No.: 444100-1-72-25 Fiscal Year: 2026 Counties: Volusia, Flagler & Lake, Seminole Calendar Days: 365, and RPMs on Department maintained roadways on an as-needed basis in Lake, Seminole, Volusia and Flagler
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2026/jan06/e55d0-r0.pdf?sfvrsn=a5f0e148_1