13206 search results for DESIGN
9620000-723ind
Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual, : Design Bulletin Construction Bulletin Estimates Bulletin Materials Bulletin Have all references, gratings, when specified in the contract. 962-65 Bolts, Nuts and Washers Not Designated as High-Strength. Provide bolts, nuts, and washers not designated as high strength meeting the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/9620000-723ind.pdf?sfvrsn=edafc2e6_1SPI-521-600
Copings Design Criteria AASHTO LRFD Bridge Design Specifications ; Structures Design Guidelines (SDG) ; NCHRP Report 663 , Design of Roadside Barrier Systems Placed on MSE Retaining Walls A combination MSE wall mounted, precast coping / cast-in-place barrier similar to the design included, designs 2" minimum cover is usually adequate for stationary form and precast construction. Cover, and may be reduced to 1½” for precast sections. Design Assumptions and Limitations This Index
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-521-600.pdf?sfvrsn=8ffb6e7a_1SPI-521-426
" Single-Slope) FY 2024-25 1 Index 521-426 Traffic Railing (Median 36" Single-Slope) Design Criteria AASHTO Manual for Assessing Safety Hardware (MASH) Test Level 4 Criteria; AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations The 36, for Assessing Safety Hardware (MASH) and the AASHTO LRFD Bridge Design Specifications. To preserve, . For modified designs 2" minimum cover is usually adequate for stationary form construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-521-426.pdf?sfvrsn=86f254bf_1SPI-521-600
Copings Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG); NCHRP Report 663, Design of Roadside Barrier Systems Placed on MSE Retaining Walls A combination MSE wall mounted, precast coping / cast-in-place barrier similar to the design included, designs 2" minimum cover is usually adequate for stationary form and precast construction. Cover, and may be reduced to 1½” for precast sections. Design Assumptions and Limitations This Index Series
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-600.pdf?sfvrsn=bafa3cd0_1SPI-521-426
" Single-Slope) FY 2025-26 1 Index 521-426 Traffic Railing (Median 36" Single-Slope) Design Criteria AASHTO Manual for Assessing Safety Hardware (MASH) Test Level 4 Criteria; AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations The 36, for Assessing Safety Hardware (MASH) and the AASHTO LRFD Bridge Design Specifications. To preserve, . For modified designs 2" minimum cover is usually adequate for stationary form construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-426.pdf?sfvrsn=9f0f8ca2_1SPI-521-426
" Single-Slope) FY 2026-27 1 Index 521-426 Traffic Railing (Median 36" Single-Slope) Design Criteria AASHTO Manual for Assessing Safety Hardware (MASH) Test Level 4 Criteria; AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations The 36, for Assessing Safety Hardware (MASH) and the AASHTO LRFD Bridge Design Specifications. To preserve, . For modified designs 2" minimum cover is usually adequate for stationary form construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-426.pdf?sfvrsn=138b47c7_1SPI-521-600
Copings Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG); NCHRP Report 663, Design of Roadside Barrier Systems Placed on MSE Retaining Walls A combination MSE wall mounted, precast coping / cast-in-place barrier similar to the design included, designs 2" minimum cover is usually adequate for stationary form and precast construction. Cover, and may be reduced to 1½” for precast sections. Design Assumptions and Limitations This Index Series
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-600.pdf?sfvrsn=7ce57f3d_14000507.impl
of individual box girders when designated in the Plans. Stay-in-place metal forms may be of the cellular, effects. Submit design calculations for the forming system, which have been signed and sealed, of the stay-in-place forms. Structures designed, detailed, and dimensioned for the use, obtain the approval of the Engineer for any changes in design, etc. to accommodate the use of stay, which are paid on a cubic yard basis from the design dimensions shown in the Plans with no allowance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/4000507.impl.pdf?sfvrsn=b060a96b_03460000.impl
) of the designated mass concrete elements during curing. Submit both the mass concrete mix design, . 346-2.2 Types of Cement: Unless a specific type of cement is designated elsewhere, use Type I, (MH) for all mass concrete elements. Use only the types of cements designated for each environmental condition in structural concrete. A mix design for a more aggressive environment may, or metakaolin is incorporated into a concrete mix design, use a high range water-reducing admixture Type I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/3460000.impl.pdf?sfvrsn=785cf5ee_0SS0010300
the design and drawing of components of the permanent structure as part of a redesign or Cost Savings Initiative Proposal, or for repair designs and details of the permanent work. The Contractor’s, Savings Initiative Proposal designs of items fully detailed in the plans. ARTICLE 1-3 (Pages 1 – 9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss0010300.pdf?sfvrsn=f1537ab_00060000.origind
? Construction, Design, Maintenance, and Materials Are changes needed to the PPM, Design Standards, If not, what references need to be updated (please include changes in the redline)? Is a Design Bulletin, maintains the QAPL. This list provides assurance to Contractors, consultants, designers, are made to an approved product This includes, but is not limited to, design, materials, by the applicable Specifications and Design Standards. All required test reports must be conducted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/0060000.origind.pdf?sfvrsn=cb9f987d_09700100.origind
: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contact ed ( name ) : Will the proposed revision involve PPM changes? Yes No Roadway Design staff contact ed ( name ) : Will the proposed revision involve CPAM changes? Yes, of the following: Design Bulletin Construction Bulletin Estimates Bulletin Are all references, size for Class A and B RPMs shall be 12 square inches. 970-1.2.1 Designation of Marker Type, Color
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/9700100.origind.pdf?sfvrsn=e28a0dd6_0RSE052021_post072020
or Design Build. NOTE: These instructions apply to the login screen for the Supplemental MAC Spec, . If you select Save, the sample will be designated as Logged and will need to be Submitted for Testing, designate it, if desired; for example, end of project joint, bridge approach slab, manhole, etc, • The QC company must designate the Sample as Correction Made to get the sample back in Pending, is incorrect • The QC company must designate the Sample as Correction Made to get the sample back in Pending
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/matspecific/rse052021_post072020.pdf?sfvrsn=227a17ef_34490100.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, drainage products are designed and manufactured in accordance with the requirements of the Contract
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4490100.origind.pdf?sfvrsn=3fbbb529_0Chapter3s5Redline
Process (a) Informal Close-Out The State Final Estimates Engineer (SFEE) or Designee(s) will conduct, of discussion. (b) Formal Close-Out The SFEE or Designee(s) will conduct a Formal Close-out meeting, and questions concerning the Process Review Report should be discussed with the SFEE or Designee(s) prior, ) prior to the submittal of Final Estimates Documentation. The Resident Office (RO) or designee, ) Design Standards (5) Developmental Specifications (6) Supplemental Specifications (7) Standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter3s5redline.pdf?sfvrsn=b6c052bb_7Chapter3s5
(a) Informal Close-Out The State Final Estimates Engineer (SFEE) or Designee(s) will conduct an Informal, Close-Out The SFEE or Designee(s) will conduct a Formal Close-out meeting with the District, and questions concerning the Process Review Report should be discussed with the SFEE or Designee(s) prior, Documentation. The Resident Office (RO) or designee is responsible for ensuring the Final Estimates, ) Technical Special Provisions (3) Contract Plans (4) Design Standards (5) Developmental Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter3s5.pdf?sfvrsn=77cf6abf_13Section61V2-724cln
) Section 635.410. Corrugated Polyethylene Pipe Design Manual and Installation Guide, Plastic Pipe, to acceptable sticks of pipe, or designate a qualified QC technician who is working under, the requirements of Materials Manual Section 6.1. 2) Be present, or designate a QC Technician/Inspector, such that unintentional mixing and/or contamination are avoided. All resins must be identified in designated storage, : Flexible Pipe (Metal and Plastic) 6-1-9 6.1.10 PIPE DESIGN, AND PIPE FABRICATION EQUIPMENT 6.1.10.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/section61v2-724cln.pdf?sfvrsn=174668f2_12024FDM910KeySignature
Topic #625-000-002 FDOT Design Manual 910 - Key Sheet and Signature Sheet 910 Key Sheet, is placed directly below component contract plans designation, and includes the Financial Project ID, Federal Funds designation, County name and roadway section number, and State Road number with local, Project ID in the title block on all other plan sheets. Topic #625-000-002 FDOT Design Manual, and not the existing. Topic #625-000-002 FDOT Design Manual 910 - Key Sheet and Signature Sheet (4) Begin
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm910keysignature.pdf?sfvrsn=e87d49c9_12025FDM910KeySignature
Topic #625-000-002 FDOT Design Manual 910 - Key Sheet and Signature Sheet 910 Key Sheet, directly below the component designation, and includes the Financial Project ID, the federal funds designation, the county name and roadway section number, and the state road number with local name, Project ID in the title block on all other plan sheets. Topic #625-000-002 FDOT Design Manual, and not the existing. Topic #625-000-002 FDOT Design Manual 910 - Key Sheet and Signature Sheet (4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm910keysignature.pdf?sfvrsn=67ec4846_544893815201-LaneClosureAnalysisNB
DATE: FINANCIAL PROJECT ID: FEDERALAIDPROJECTNO: COUNTY: DESIGNER: NO.OFEXISTINGLANES: 4 LOCATION: SCOPE OF WORK: Calculate the peak hour traffic volume (V): V = ATC 13283 X P/D 0.076 X D 1.00 X PSCF 0.94 X RTF 1.00 = 945 LANE CLOSURE CAPACITY TABLE Capacity (C) of an Existing 2-Lane – Converted to 2-Way, 1-Lane = 1400 VPH Capacity (C) of an Existing 4-Lane – Converted to 1-Way, 1-Lane = 1800 VPH Capacity (C) of an Existing 6-Lane – Converted to 1-Way, 2-Lane = 3600 VPH Capacity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-laneclosureanalysisnb.pdf?sfvrsn=9d0793e8_1