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F6011Non-TechSpecs

, flame- resistant wiring cleats or wire ties. 11.5 The Contractor and assigned workers

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/fco/f6011/f6011non-techspecs.pdf?sfvrsn=65ca2ece_1

FDOT-Green Colored Pavement Markings Guidelines

not exposed to direct flame. Several heater models are available. Can be vehicle mounted or detached

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/docs/fdot-green-colored-pavement-markings-guidelines.pdf?sfvrsn=f44a52ba_1

FDOTConnectReleaseNotes10.12.02.00-MR2

- disabled "Use View Flags" in Drawing models for Plan - enabled "Clip Volume" View Attribute in Drawing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/software/files/fdotconnect/fdotconnectreleasenotes10-12-02-00-mr2_fd2e5d0c-7be5-4ee9-bef5-dea1b493346f.pdf?sfvrsn=e484cdd_1

PublicHearing_DISTRICTWIDE_Summary

- I-95 FLAGLER WEIGH STATION- RESURFACING Type of Work: MCCO WEIGH STATION STATIC/WIM Phase, for Project 427958-1 $4,200,000 429078-2 - ASSET MAINTENANCE - FLAGLER & VOLUSIA COUNTY Type of Work, 449487-1 - VOLUSIA & FLAGLER ASSET MAINTENANCE CONTRACT Type of Work: ROUTINE MAINTENANCE Phase

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/publichearing_districtwide_summaryde6fb613-80d3-44f3-b716-9a8762c75fc4.pdf?sfvrsn=881b7702_2

TWO8_SR 856 Lehman Causeway Technical Memorandum 4.1.24_FINAL

Causeway including the bridge. A high emphasis crosswalk with rapid rectangular flashing beacon (RRFB

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd6/25609/two8_sr-856-lehman-causeway-technical-memorandum-4-1-24_final.pdf?sfvrsn=90fcc398_1

450726-1_Stage2_ScopeOfServices_2024-02-08

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25113/450726-1_stage2_scopeofservices_2024-02-08.docx?sfvrsn=1599ce59_1

2024-25-UpdateTraining

: Washer Requirements Washers now optional against steel flanges. Also, not used a panel splices

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/training/2024-25-updatetraining.pdf?sfvrsn=f8d70a6c_1

1a-Construction Academy Asphalt (2023)-Asphalt 101 Presentation

(fine aggregate angularity, flat and elongated particles, and clay content) – Source properties

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2023-construction-academy/fall-2023/1a-construction-academy-asphalt-(2023)-asphalt-101-presentation.pdf?sfvrsn=2f7dc8de_1

5150100-724origind

shim plates may be used in lieu of trimmed flat shim plates. If shims greater than 1/2 inch total

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/industry/july24/5150100-724origind.pdf?sfvrsn=56647439_1

5150100-724origind

shim plates may be used in lieu of trimmed flat shim plates. If shims greater than 1/2 inch total

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul24/5150100-724origind.pdf?sfvrsn=722d7664_1

7010201-724origind

to the Department. 701-4.2 Thickness: Apply flat base lines having a minimum thickness of 0.100

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/industry/july24/7010201-724origind.pdf?sfvrsn=1227bc15_1

7010201-724origind

to the Department. 701-4.2 Thickness: Apply flat base lines having a minimum thickness of 0.100

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul24/7010201-724origind.pdf?sfvrsn=5f324df2_1

450-002

, required flat surface No chamfer, compound joint Full epoxy PILE BUILD-UP DETAIL REINFORCED

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/450-002.pdf?sfvrsn=9b4fb5e1_1

455-102

BUILD-UP DETAIL REINFORCED PRECAST NONDRIVABLE UNFORESEEN required flat surface No chamfer

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/455-102.pdf?sfvrsn=1eaa1cf5_1

6490700-724IMPL

retainer nut on one flat with a corresponding reference mark on the anchor nut and base plate

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul24/6490700-724impl.pdf?sfvrsn=423e51b8_1

5150100-724IMPL

may be used in lieu of trimmed flat shim plates. If shims greater than 1/2 inch total thickness

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul24/5150100-724impl.pdf?sfvrsn=7914cb7f_1

9650100-724IMPL

Button Head or Flat Head Bolts ASTM F468 2024-T4 6061-T6 S2 Lot Testing, Alloy, Temper Hex

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul24/9650100-724impl.pdf?sfvrsn=8cee82b7_1

2414 search results for fla