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Specifications 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_2

Florida 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_1

460-474IntReviewPkg

" 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_1

460-474IndReviewPkg

" 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_1

460-474FHWAReviewPkg

" 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_1

RAP 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_3

Quadguard Elite - NCHRP350 - Assembly Manual

www.trinityhighway.com 26 Allrightsin copyright reserved Be sure Mushroom Washers lay flat against, Figure 27). Secure each 5/8” threaded rod with flat washers, lock washers, and nuts (torque to 27 N-m, 3/8” flat washers. Next, attach one side of the flexible Bumper Belt to a Tube Spacer using (3) 3/8, head bolts, (24) 5/8” flat washers, and (18) 5/8” hex nuts through the Belt Clamps (see Figure 28, of the flat washers are flush with the outside humps of the Fender Panels (see Figure 31). NOSE CYLINDER

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/crash-cushion/quadguard-elite---nchrp350---assembly-manual.pdf?sfvrsn=744baad3_1

2023 09 Labor Market Update - Bid Prices on the Rise Once Again

 9/29/2023 Page 1 of 2 September 2023: Bid Prices On the Rise Once Again The index of FDOT awarded bids increased through August 2023 according to preliminary data. Average bids continue increasing relative to benchmark input costs, but fewer project bids could be a factor in the increase. With the exception of aggregate, benchmark input prices continue being flat or showing marginal, . Aggregate prices were flat. • For winning bids, FDOT costs increased and were 28% higher than

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/sres/factsheets/2023-09-labor-market-update---bid-prices-on-the-rise-once-again.pdf?sfvrsn=da72cb31_1

2022 11 Steel Industry Update - Steel Costs Declines Holding Steady

products nationally. However, other fabricators believe prices will remain flat for the next few months, conflicting results last month, with some experiencing flat pricing, while others recorded double

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/sres/factsheets/2022-11-steel-industry-update---steel-costs-declines-holding-steady.pdf?sfvrsn=6f96b29_1

Part 667 Evaluation Report

in Flagler Beach, Florida, damaged by Hurricane Nicole storm surge, Source: Flagler Beach Police, Hillsborough Manatee Columbia Madison Santa Rosa Nassau Sumter Wakulla Putnam Flagler, of barricades and detour signs.  Flagging and pilot cars during the emergency period.  Construction, ID Route Type Location Damage Description Flagler Hurricane Matthew 10/06/2016 440557 73030000, 12.045 Flagler Hurricane Nicole 11/10/2022 452443 73030000 Beg Pt 2.206 to End Pt 3.628 Beg Pt

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/performance/part667.pdf?sfvrsn=3f341f30_22

20231127_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_1

E55D0-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

E59D2BidTabs

Desc: Counties: FLAGLER, LAKE, E59D2-R0 Contract: Contract Time: Vendor Ranking Roadside, and Flagler Counties Contract Calendar Days: 365 This is a Maintenance Work Document Driven Contract, 13,500.00 Page 1 of 7 Tabulation of Bids Contract: E59D2-R0 Call Order: 007 Counties: FLAGLER, LAKE

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2026/feb03/e59d2bidtabs.pdf?sfvrsn=2da7a6ec_1

444008-4 Multi-Post Sign Calculations

                                  := Wt per Length (lbf/ft) Flange Width (in) Flange Thickness, ) Overall Width (in) Flange Width (in) Flange Thickness (in) A (in3) S (in3) Z (in3) Iy (in4,                                   := Wt per Length (lbf/ft) Flange Width (in) Flange Thickness (in) d (in) Web

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25115/444008-4-multi-post-sign-calculations.pdf?sfvrsn=b38937af_1
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