4220 search results for drainage
1250902.FHWA
maximum density as determined by AASHTO T99, Method C. For density requirements around drainage, drainage structures, obtain a minimum QC density in any LOT of 100% of the Standard Proctor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/1250902.fhwa.pdf?sfvrsn=56aeb81_0OOM_20250422_MRP-Summary-Period-2-24-25
MAINTENANCE RATING PROGRAM LEVEL OF MAINTENANCE SUMMARY SECOND PERIOD 2024-2025 MAINTENANCE ROADWAY ROADSIDE TRAFFIC DRAINAGE VEGETATION ALL AREA SERVICES AESTHETICS FACILITIES Bartow * * * * * * Heartland * * * * * * Ft. Myers * * * * * * Manatee * * * * * * DISTRICT 1 * * * * * * * Due to effects of Hurricane Milton; all Cost Centers in District 1 are approved for exemption, MAINTENANCE ROADWAY ROADSIDE TRAFFIC DRAINAGE VEGETATION ALL AREA SERVICES AESTHETICS FACILITIES
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/mrp/oom_20250422_mrp-summary-period-2-24-25.pdf?sfvrsn=92b289d4_1OOM_20250711_MRP-Summary-Period-3-24-25
MAINTENANCE RATING PROGRAM LEVEL OF MAINTENANCE SUMMARY THIRD PERIOD 2024-2025 MAINTENANCE ROADWAY ROADSIDE TRAFFIC DRAINAGE VEGETATION ALL AREA SERVICES AESTHETICS FACILITIES Bartow 97 83 85 89 90 85 Heartland 97 76 77 92 94 86 Ft. Myers 99 89 85 94 90 89 Manatee 97 86 80 96 93 88 DISTRICT 1 97 84 83 93 91 86 Gainesville 97 88 69 84 79 79 Lake City 96 82 70 86 85 80 Perry 97 87 66, 2024-2025 MAINTENANCE ROADWAY ROADSIDE TRAFFIC DRAINAGE VEGETATION ALL AREA SERVICES AESTHETICS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/mrp/oom_20250711_mrp-summary-period-3-24-25.pdf?sfvrsn=412c545b_1OOM_20250716_MRP-Summary-Period-3-24-25
MAINTENANCE RATING PROGRAM LEVEL OF MAINTENANCE SUMMARY THIRD PERIOD 2024-2025 MAINTENANCE ROADWAY ROADSIDE TRAFFIC DRAINAGE VEGETATION ALL AREA SERVICES AESTHETICS FACILITIES Bartow 97 83 85 89 90 85 Heartland 97 76 77 92 94 86 Ft. Myers 99 89 85 94 90 89 Manatee 97 86 80 96 93 88 DISTRICT 1 97 84 83 93 91 86 Gainesville 97 88 69 84 79 79 Lake City 96 82 70 86 85 80 Perry 97 87 66, 2024-2025 MAINTENANCE ROADWAY ROADSIDE TRAFFIC DRAINAGE VEGETATION ALL AREA SERVICES AESTHETICS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/mrp/oom_20250716_mrp-summary-period-3-24-25.pdf?sfvrsn=4df51a55_15240200FHWA
932-1.2 Drainage Geotextile Type D-1, D-2, or D-4 . . . . . . . . . . . . . . . . Filter, * ............................................................... 932-1.2 Drainage Geotextile Type D-1, D-2, or D-4 .......................... *985-3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/5240200fhwa.pdf?sfvrsn=872c1a3e_1Exhibit 910-5 Redlines
Drainage System https://emn178.github.io/online-tools/sha256_checksum.html DRAINAGE STRUCTURES 19
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-910-5-redlines.pdf?sfvrsn=cd7deadd_25140100InternalCommentResponse
used on the job is on the APL and appropriate for the drainage application, and SMO’s role, . Consider moving design criteria to the appropriate design document (FDM, drainage manual, or other
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/comments-responses/5140100internalcommentresponse.pdf?sfvrsn=ff82181c_12026FDM251SRCCDev
should be prepared in consultation with Drainage, Construction and Environmental personnel, and proposed terrain and drainage features. The State of Florida Erosion and Sediment Control Designer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm251srccdev.pdf?sfvrsn=43786ba9_2SPI-440Series
Standard Plans Instructions Topic No. 625-010-003 Index 440-001 Underdrain and Index 440-02 Underdrain Inspection Box FY 2026-27 1 Index 440-001 Underdrain and Index 440-002 Underdrain Inspection Box Design Criteria and Guidance FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations The type of underdrain should be selected to meet design water removal rate and soil conditions. Caution is prescribed in the use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-440series.pdf?sfvrsn=6ccf8772_1E3Z25-R0
and box culverts, and cleaning drainage structures in Jackson & Washington Counties. Maintenance, Order: 001 Proposal: E3Z25-R0 ALT Item Description Unit Quantity Section 0001 CLEAN DRAINAGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2026/jan08/e3z25-r0.pdf?sfvrsn=6e56b7f_12020 FDOT Design Manual
Message Signs Drainage and Permits 250 Hydraulic Data and Agency Permits 251 RDB24-01, Sheet 303 Signature Sheet 304 Summary of Pay Items 305 Drainage Map and Bridge, of Drainage Structures and Optional Materials Tabulation 309 Project Layout 310 Project, -of-Sidewalk Profiles 314 Intersection and Interchange Details and Layouts 315 Drainage, Roadway Plan-Profile 916 Drainage Structures - Under Development 917 Stormwater
https://www.fdot.gov/roadway/fdm/2020-fdot-design-manual2022 FDOT Design Manual
243 Portable Changeable Message Signs Drainage and Permits, Errata Drainage Map and Bridge Hydraulic Recommendation Sheet 306 Typical Sections 307 Summary of Quantities 308 Summary of Drainage, Drainage Structures 316 Stormwater Facilities 317, Roadway Plan-Profile 916 Drainage Structures 917 Stormwater Facilities
https://www.fdot.gov/roadway/fdm/2022-FDMD5-26-03
of pollutants into groundwater and natural waterways. The FDOT Drainage manual refers to the FDEPs, , drainage area, anticipated number of rain events, estimated sediment density, and the surrounding land use of the drainage basin. At the time and based on the preliminary database, Yousef et. al, correlated with the percentage pond area at the exit control elevation and the surrounding drainage, and resources. Affected Offices/ Districts Operations and Maintenance, Drainage, Planning
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/d5-26-03.pdf?sfvrsn=af7771fb_14300100FHWA
substituted: 430-1 Description. Furnish and install drainage pipe and end sections at the locations, and drainage products from a plant that is currently on the Department’s Production Facility Listing, with the Producer QC Plan, the Contract, and this Section. Ensure that each shipment of drainage products, substituted: 430-1 Description. Furnish and install drainage pipe and end sections at the locations, and drainage products from a plant that is currently on the Department’s Production Facility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/4300100fhwa.pdf?sfvrsn=c468cb8c_16350302-723resp
” ( “Place pull and splice boxes a minimum of two feet above ditch bottoms or drainage features, above ditch bottoms or drainage features is a responsibility of design. This new language transfers, move boxes into drainage areas. However, the consensus is that this sentence could create, and drainage features” does not address the case of the normal water level of the ditch is over 2’. I, and contractors to avoid installations in ditch bottoms and drainage areas due to the impact to ITS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/6350302-723resp.pdf?sfvrsn=89056d94_29850000-722FHWA
or extruded) that are used for drainage, erosion control, reinforcement, separation or stabilization, requirements, meet the following physical requirements: Drainage, Geotextile Selection In-situ Soil Type or Drainage Application Class for Type D1, D2, D3 Materials (see, *as per AASHTO T 88. Table 985-2 Drainage Geotextiles Test Methods and Requirements for Types, *as per AASHTO T88. Table 985-3 Drainage Geotextiles Test Methods and Requirements for Types D-1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/9850000-722fhwa.pdf?sfvrsn=fb7a34e_24300100.origind
administrators/inspectors to use the gage requirements as per the Drainage Manual and Culvert Service, be required to complete the work. Meet the requirements of 449-1Obtain pipe culverts and drainage products, representative certifying that the plant will manufacture the drainage products in accordance, of drainage products to the project site is accompanied with a QC signed or stamped delivery ticket, gages based on the Department’s Drainage Manual and Culvert Service Life Estimator. When extending
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/4300100.origind.pdf?sfvrsn=f8222a21_02021 FDOT Design Manual
Changeable Message Signs Drainage and Permits 250 251 RDB24-01, Sequence of Plans Preparation Key Sheet Signature Sheet Summary of Pay Items Drainage Map and Bridge Hydraulic Recommendation Sheet Typical Sections Summary of Quantities Summary of Drainage Structures, Drainage Structures Stormwater Facilities Special Details Soil Survey Cross Sections Stormwater, - November 2021 General Notes - November 2021 Roadway Plan-Profile Drainage Structures Stormwater
https://www.fdot.gov/roadway/fdm/2021-FDM.shtm19-10-Valido-D6DesignLessonsLearned
Drainage System when installing foundations • Subsurface Utility Exploration • Modifying Existing, DESIGN 31 32 6/30/2025 17 Lesson Learned # 5 • Reviewing the Existing Drainage System when installing foundations 33 Existing Drainage System 34 33 34 6/30/2025 18 Existing Drainage System 35 LESSON LEARNED: Review available documents and map: Existing Drainage Infrastructure, Found” 38 LESSON LEARNED: Review available documents and map: Existing Drainage Infrastructure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/19-10-valido-d6designlessonslearned.pdf?sfvrsn=5063fb40_1Chapter17 BridgesAndOtherStructures 2024
C.3.e Drainage 17-4 C.3.f End Treatments 17-5 C.4 Bridge Substructure 17-5 C.4.a Scour 17-5, structures. Examples of facilities include sidewalks and shared use paths, and drainage grates, the inspection and maintenance needs of the bridge. C.3.e Drainage All bridge designs shall include a drainage design that is specific to its site. Conveyance of drainage off the bridge roadway should be designed to meet spread standards contained in the FDOT’s Drainage Manual, (2022) and may include open
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/review-files/chapter17-bridgesandotherstructures-2024.docx?sfvrsn=cf41b20c_1