13208 search results for DESIGN

4600402.origind

o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): S tructures Design staff contacted (name): W i l l t h e p r o posed revision involve PPM changes? Yes No Roadway Design staff contacted (name): W i l l t h e p r o posed revision involve CPAM, h i s r evision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, prepared by the Contractor and countersigned by the Engineer’s designated representative to indicate

440-001IntReviewPkg

. Similar to current Underdrain Va but along a wet pond. To give designers another tool to meet, (Yes/No) Other Standard Plans No FDOT Design Manual No Standard Specifications No Basis, Coarse Aggregate Design Water Table Fine Aggregate (See Gen. Note 8) Alt. Overlap Optional Trench, " Coarse Aggregate 3" of Coarse Aggregate Underdrain Pipe Level Line Design Water Table 3" (Typ, Bottom Design Water Table 3" (Typ.) Optional Trench Side 2 ' - 0 " ( M i n . ) t o 2

440-001IndReviewPkg

. Similar to current Underdrain Va but along a wet pond. To give designers another tool to meet, (Yes/No) Other Standard Plans No FDOT Design Manual No Standard Specifications No Basis, Coarse Aggregate Design Water Table Fine Aggregate (See Gen. Note 8) Alt. Overlap Optional Trench, " Coarse Aggregate 3" of Coarse Aggregate Underdrain Pipe Level Line Design Water Table 3" (Typ, Bottom Design Water Table 3" (Typ.) Optional Trench Side 2 ' - 0 " ( M i n . ) t o 2

440-001FHWAReviewPkg

. Similar to current Underdrain Va but along a wet pond. To give designers another tool to meet, (Yes/No) Other Standard Plans No FDOT Design Manual No Standard Specifications No Basis, Coarse Aggregate Design Water Table Fine Aggregate (See Gen. Note 8) Alt. Overlap Optional Trench, " Coarse Aggregate 3" of Coarse Aggregate Underdrain Pipe Level Line Design Water Table 3" (Typ, Bottom Design Water Table 3" (Typ.) Optional Trench Side 2 ' - 0 " ( M i n . ) t o 2

440-001FHWAApproved

. Similar to current Underdrain Va but along a wet pond. To give designers another tool to meet, (Yes/No) Other Standard Plans No FDOT Design Manual No Standard Specifications No Basis, Coarse Aggregate Design Water Table Fine Aggregate (See Gen. Note 8) Alt. Overlap Optional Trench, " Coarse Aggregate 3" of Coarse Aggregate Underdrain Pipe Level Line Design Water Table 3" (Typ, Bottom Design Water Table 3" (Typ.) Optional Trench Side 2 ' - 0 " ( M i n . ) t o 2

MB 23-02 DCE 23-04 Aggregate Substitution for Concrete Mixtures Memo.docx

The Department has streamlined the mix design approval process for aggregate substitutions, 2 9.2.6.5.1 Aggregates Aggregate sources may be substituted within an approved base mix design, in Specifications Section 346. (2) The revised mix design is derived from an approved mix design (base mix design). (3) The revised mix design is adjusted to meet the theoretical yield requirements of base mix design. Follow the process outlined below to request an accelerated aggregate

SMO_Memo_23-04_MB_23-02

The Department has streamlined the mix design approval process for aggregate substitutions, 2 9.2.6.5.1 Aggregates Aggregate sources may be substituted within an approved base mix design, in Specifications Section 346. (2) The revised mix design is derived from an approved mix design (base mix design). (3) The revised mix design is adjusted to meet the theoretical yield requirements of base mix design. Follow the process outlined below to request an accelerated aggregate

SS7150100

in accordance with the details shown in the plans. Use pole assemblies as shown in the Design Standards when, with Design Standards, Index 17515 in all installations on bridges, walls and concrete median barriers, , connecting hardware, trenching and backfill as indicated in the plans and the Design Standards, necessary mounting hardware as indicated in the plans and the Design Standards. (c) Load Center, as indicated in the plans and the Design Standards. (d) Light Pole Foundation: The Contract unit

OOM_20250717_MRPHandbook2025

is to be surveyed. U.S. Highway number designations are not listed. MILE POST STATION - A sample is 1/10, be conducted in opposite directions along the roadway(s) for 264 feet from the designated center, is a deviation from design grade. It may be an area close to or caused by an inlet, manhole or underground, not meet MRP standards when any of the following exist: 1) A deviation from design grade greater than, . Depression/Bump does not meet MRP standards when any of the following exist: 1) A deviation from design

Master University Agreement

, or designee, and an authorized representative of the University. 4. SUBCONTRACTING A. It is agreed that any, of this Agreement must be in writing, signed by the Department’s appropriate contracts officer, or designee, Secretary for Strategic Development, or designee. If there is a dispute concerning satisfactory

Master University Agreement_05.2025

, or designee, and an authorized representative of the University. 4. SUBCONTRACTING A. It is agreed that any, of this Agreement must be in writing, signed by the Department’s appropriate contracts officer, or designee, Secretary for Strategic Development, or designee. If there is a dispute concerning satisfactory

SS4550400

the plane of pile-splice. Theserequirements are not applicable to specially designed piling. Make splices for special pile designs as shown in the plans. SUBARTICLE 455-8.3 (Pages 520 and 521, at no expense to the Department except when a design change proposed by the Contractor is approved, of the designated tonnages, each, as shown in the plans or authorized by the Engineer, actually, furnishing and placing anchors when an anchored wall system is designed and detailed in the plans

SS4550400

the plane of pile-splice. Theserequirements are not applicable to specially designed piling. Make splices for special pile designs as shown in the plans. SUBARTICLE 455-8.3 (Pages 520 and 521, at no expense to the Department except when a design change proposed by the Contractor is approved, of the designated tonnages, each, as shown in the plans or authorized by the Engineer, actually, furnishing and placing anchors when an anchored wall system is designed and detailed in the plans

GEO-26-01

): GEO-26-01 Requesting Office Design (Geotechnical) Priority 1 of 5 Proposed Title Evaluation of driven, a trend to increase the amount of dynamically load tested piles per project, with Design-Build, approach for design is to have 5% of the piles dynamically load tested (at least one per pier, for those cases, in accordance with the AASHTO code. FDOT’s Structures Design Guidelines also provides, , but in addition there is a static load test (SLT) per zone, where a zone is designated as an area

BroomDenise-MicroStationPlanSummaryBoxesForReviewers

as needed to fit on the plan sheet or alleviate word wrap. • Delete/Hide un-used Design columns. • Do, to Excel files. • What you see is NOT what you get… If encountered, designer will adjust, in the column. If the total is shown, it should be included in the Design Notes column. • May, in the Design Notes column or optionally the Location Description column in the Summary

Special Provisions Workbook January 2022

Special Provisions Workbook July 2021

Special Provisions Workbook January 2021

Staff-Director-Agenda-Package-April-2021_0728

about since the current system was designed. We will see how that goes. In other financial news, we

2025FDM264NoisePerimWalls

 Topic #625-000-002 FDOT Design Manual 264 - Noise BarrierWalls and Perimeter Walls 264 Noise, and feasible during the PD&E phase are re-evaluated during final design based on detailed design, wallbarrier analysis, reasonableness and feasibility determinations, design and public involvement, the process for the consideration, design, and incorporation of perimeter walls in the contract plans, noise analysis during final design to support the need for reasonable and feasible noise abatement