13199 search results for DESIGN
SPI-425-070
Structures FY 2026-27 1 Index 425-070 Skimmer for Outlet Control Structures Design Criteria and Guidance FDOT Design Manual (FDM) FDM 308; Drainage Manual (DM) ; Structures Design Guidelines (SDG) Design Assumptions and Limitations This skimmer is intended for use on Type C, D, or E Ditch, . Modified structures must be designed in accordance with the requirements of SDG 3.17 . Plan Content, , reference Index 425-070 with the outlet control structure details. Where a different skimmer design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-425-070.pdf?sfvrsn=801d7b0d_1CPAM 7.4 Clean 2022-PrC
process will be applied: (1) The District Construction Engineer (DCE) or designee must obtain funds, be in an executed status. (3) The DCE or designee will reduce the Florida Account Information Resource (FLAIR) “6s, for the Unilateral Payment will be placed in a pending status (03). (5) The DCE or designee’s, against the Initial Contingency Amount Pay Item will be per CPAM Section 7.4.9.7. The designer must, for a Local Government, the Design Project Manager shall obtain a Maintenance Agreement between
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/cpam-7-4-clean-2022-prc.pdf?sfvrsn=661b3ce7_3Chapter7s4Redline
will be applied: (1) The District Construction Engineer (DCE) or designee must obtain funds approval, Agreements and 7-4-4 Work Orders (3) The DCE or designee will reduce the Florida Account Information, or designee’s encumbrance request will be approved by the CFM system when the encumbrance, will be per CPAM Section 7.4.9.7. The designer must not associate any pay item notes or work items, funded project to be constructed by the Department for a Local Government, the Design Project Manager
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter7s4redline.pdf?sfvrsn=edc444e6_3Chapter7s4
process will be applied: (1) The District Construction Engineer (DCE) or designee must obtain funds, be in an executed status. (3) The DCE or designee will reduce the Florida Account Information Resource (FLAIR) “6s, for the Unilateral Payment will be placed in a pending status (03). (5) The DCE or designee’s, against the Initial Contingency Amount Pay Item will be per CPAM Section 7.4.9.7. The designer must, for a Local Government, the Design Project Manager shall obtain a Maintenance Agreement between
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter7s4.pdf?sfvrsn=1498bdfa_6Traffic Engineering Manual-Dec 2023
SIGN DESIGN (1) Overhead street name signs shall be designed in accordance with Section 2D.43, Installation……………………………………….………..……...……..2-2-2 2.2.4 Sign Design……………………………………….……………...……..2-2-2 2.3 Signs, …………………………..2-7-1 2.8 Move Vehicles from Travel Lane Sign……………………….………………..2-8-1 2.8.1 Sign Design, …………………………………….…………..……...……..2-12-1 2.12.2 Sign Design……………………………………………..……...……..2-12-1 2.12.3 Sign Installation, Traffic Engineering Manual January 2024 Table of Contents iii 2.13.7 Sign Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/tem/tem-2024/traffic-engineering-manual-dec-2023.pdf?sfvrsn=a33268c8_4Telecommuting Program Procedure 250_000_050_c
Secretary, Executive Director, or designee shall approve or disapprove each request based, for telework. The appropriate Assistant Secretary, District Secretary, Executive Director or designee, , or designee shall approve or disapprove each request based on the guidelines outlined, Department designated staff to inspect the telework site during the teleworker’s established, , District Secretary, Executive Director, Director, or designee. Assistant Secretaries, District
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/humanresources/documents/telecommuting-program-procedure-250_000_050_c_027fd857-d18a-441e-95a9-68efe9c9d9b1.pdf?sfvrsn=cce65ca5_2ProjectList-MPOAC-FreightPrioritiesProgram-2024-Transmittal
Number DFC Priority PD&E Status Project Request (Millions) Network Designations* SHS NHFN SIS, (Millions) Network Designations* SHS NHFN SIS RFN North Florida TPO P10 I-95/SR-206 Rest Area, PD&E Status Project Request (Millions) Network Designations* SHS NHFN SIS RFN Bay County TPO, Project Request (Millions) Network Designations* SHS NHFN SIS RFN Broward MPO P18 SR-9 (I-95, Number DFC Priority PD&E Status Project Request (Millions) Network Designations* SHS NHFN SIS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/freight-committee/projectlist-mpoac-freightprioritiesprogram-2024-transmittal.pdf?sfvrsn=39963ad8_1D005011e.do
DESIGN STANDARDS (ENGLISH UNITS). (REV 8-9-02) (1-03) SUBARTICLE 5-1.1 (Page 26). The “Design, PICTORIAL VIEW’, Section Lines ‘CC’ and ‘DD’ – Section Lines designations ‘CC’ and ‘DD’ deleted and designations AA and BB substituted respectively. Index No. 415 (Sheet 1 of 4), Note 8, first sentence, . The retroreflective clothing shall be designed to clearly identify the wearer as a person, for ‘Temporary Structure’ – Legend sign for ‘Slippery When Wet’, designation ‘W8-5’ shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d005011e.do.pdf?sfvrsn=91157942_03340203-722impl
operations and the stockpile will receive a new number designation from the Department, properties of the mix design. Aggregates from various sources may be combined. 334-3.2 Mix Design: 334-3.2.1 General: Design the asphalt mixture in accordance with AASHTO R 35, except as noted herein. Prior to the production of any asphalt mixture, submit the proposed mix design with supporting test data indicating compliance with all mix design criteria to the Engineer. For all mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/3340203-722impl.pdf?sfvrsn=2d04a1d1_2E1W36Addendum003
account designated for submittals), who will confirm qualification for the prospective Design-Build, & Bridge Survey Results to the end of attachment list. 37 VI. Design and Construction Criteria; O, Florida Department of Transportation District 1 LOW BID DESIGN-BUILD REQUEST FOR PROPOSAL For SR 66, . .......................................................................................................................7 A. Design-Build Responsibility, .......................................................................... 14 K. Design-Build Contract
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w36/e1w36addendum003.pdf?sfvrsn=be545167_1E1W36Addendum004
designated for submittals), who will confirm qualification for the prospective Design-Build Firm, designated for submittals), who will confirm qualification for the prospective Design-Build Firm, BID DESIGN-BUILD REQUEST FOR PROPOSAL For SR 66 From SR 35 (US 17) to Charlie Creek, Hardee, for conceptual plans for the UWHCA and details pertaining to the utility work to be performed by the Design, DESIGN-BUILD REQUEST FOR PROPOSAL For SR 66 From SR 35 (US 17) to Charlie Creek, Hardee County
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w36/e1w36addendum004.pdf?sfvrsn=4b465263_1pmu-mcreview-mar-668413571
. PAs can continue to create manual findings, respond to findings and designate recommendations, the finding is a surface tolerance deficiency and the PA designates that no follow-up sample, tolerance deficiency and the PA designates the follow-up sample, the status is MAR Resolved, of Remove and Replace, the status is Waiting For Follow Up Sample until the PA designates the follow-up, – select this type if there is a missed frequency indicated in the MC Review that was not designated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/mcreview/pmu-mcreview-mar-668413571.pdf?sfvrsn=c94fc87f_3E1W36Addendum001
to the appropriate d istrict (to the Design-Build email account designated for submittals), who, Name Florida Department of Transportation District 1 LOW BID DESIGN-BUILD REQUEST FOR PROPOSAL, of facts upon which the Design-Build Firm can rely. It is incumbent upon the Design-Build firm, A14_Pavement design A15_Cross Slope and Superelevation Exception A16_Superelevation Variation, to the utility work to be performed by the Design-Build Firm. Drainage improvements through the C2T zone
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w36/e1w36addendum001.pdf?sfvrsn=790c1532_12025_concrete-pavement-overlay-state-of-the-practice-for-florida
is 40 to 50 years. Early service life designs were for 20 years, more recent service life design, that provides a framework for best design, construction, and maintenance practices for concrete overlays, to understand the effect of the different design factors, identify potential benefits/drawbacks, review of relevant concrete overlay studies to understand the effect of different design factors, -specific projects • Identifying concrete overlay designs suitable for use on typical Florida roadways
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2025_concrete-pavement-overlay-state-of-the-practice-for-florida.pdf?sfvrsn=36295b73_1650-000-002_ETDM_Manual_Ch4-Effective-2024-1231
....................................................... 4-9 4.4.3 Designate Agency Roles, transportation projects based on criteria such as project type, transportation system designation, , “transportation system designation” refers to whether a proposed project is part of the SIS or State Highway, the planning organization designation transitions from the purview of an MPO/TPO to that of FDOT. Refer, or Participating Agencies, as appropriate Designate Exempted Agencies (if applicable). Exempted Agencies
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/etdm/2024-etdm-manual/650-000-002_etdm_manual_ch4-effective-2024-1231.pdf?sfvrsn=7b9704b_120231013_443358-2_No SR_08000
locations. For pavement design, assume 12 inches of thickness for stabilization. 443358-2 CRACK All, Roadway ID: NA Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/02/20231013_443358-2_no-sr_08000.pdf?sfvrsn=786b2d70_120230927_447378-1_SR 64_13050
Lane RL/RR - Left/Right Turn Lane Roadway ID: 13050000 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates material was encountered, . For pavement design, assume 12 inches of thickness for stabilization. 447378-1 CRACK All Cores 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20230927_447378-1_sr-64_13050.pdf?sfvrsn=b4b11069_120240111_441098-3_SR 580_10310
was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, - Left/Right Turn Lane RL/RR - Left/Right Turn Lane Roadway ID: 10310802 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK" indicates material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20240111_441098-3_sr-580_10310.pdf?sfvrsn=cee30f83_120220722_449852-1_SR 616_10140
: 10140000 Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20220722_449852-1_sr-616_10140.pdf?sfvrsn=1084b533_220231020_449178-1_SR 17_16090
3. Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume, Lane Designations - Decreasing MP Lane Designations - Increasing MP Lane Type 6. A value of "UNK
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20231020_449178-1_sr-17_16090.pdf?sfvrsn=19f6b557_1