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446296_I-75_DDI_Drainage_Report_PHIIR_JUL2024
446296_I-75_DDI_Drainage_Report_PHIIR_JUL2024, The entirety of this report, including text and images, is the property of Kimley-Horn, , Inc. Stormwater Management Report ____________________________________________________ I-75 (SR, and approve the findings, opinions, conclusions, and technical advice hereby reported in: REPORT: Stormwater Management Report for I-75 (SR 93) at CR 876 / SR 876 Daniels Parkway PROJECT: I-75 (SR, This report contains calculations for hydrologic and hydraulic analysis for the above roadway reconstruction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25118/446296_i-75_ddi_drainage_report_phiir_jul2024.pdf?sfvrsn=9a06db12_1SPI-521-480
) Design Criteria NCHRP Report 350, Test Level 4; AASHTO LRFD Bridge Design Specifications, for a NCHRP Report 350 Test Level 4 rating. The Standards all utilize a cast in place, vertical face, to the existing traffic railings and will vary in size, number and location. The presence, size, number and locations of existing utilities and/or conduits shall be determined by a review of existing, 2024-25 10 Plan Content Requirements The appropriate Standard Plans Index number and Scheme number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-521-480.pdf?sfvrsn=3b25f856_1Motorcycles Traffic Safety Facts 2021 Data
killed, 14 percent of all traffic fatalities. This is the highest number of motorcyclists killed since FARS started data collection in 1975. • The number of motorcyclist fatalities in 2021 increased, System (NASS) General Estimates System (GES) and Crash Report Sampling System (CRSS). A change instituted with the release of 2020 data is rounding estimates to the nearest whole number instead, – higher than the 5,506 motorcyclists killed in 2020 and the highest number of motorcyclists killed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/3-grants/motorcycles-traffic-safety-facts-2021-data.pdf?sfvrsn=9b243c1b_1DCE Memo 24-05 Retroactive implementation of July 2025 Standard Specification
projects receiving federal funds. The anticipated minimum number of trainees will be initially derived, is 275 calendar days or more, the estimated required number of trainees shown in Table 7-1, adjust the minimum number of trainees regarding those totals. Table 7-1 Estimated Contract Values, the Trainee Evaluation Meeting. An On-the-Job Training Schedule indicating number of training, Compliance Manager with the Monthly Time Report reflecting known training hours apart from other
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/memos/2024/dce-memo-24-05-retroactive-implementation-of-july-2025-standard-specification.pdf?sfvrsn=c435825d_1SPI-521-480
) Design Criteria NCHRP Report 350, Test Level 4; AASHTO LRFD Bridge Design Specifications, for a NCHRP Report 350 Test Level 4 rating. The Standards all utilize a cast in place, vertical face, to the existing traffic railings and will vary in size, number and location. The presence, size, number and locations of existing utilities and/or conduits shall be determined by a review of existing, 2025-26 10 Plan Content Requirements The appropriate Standard Plans Index number and Scheme number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-480.pdf?sfvrsn=9da22426_12024FDM124QC
Quantity Computations QTDSRD files Mora d’ Minbas, E.I. Sabrina Ren, PE EQ Report / AASHTOWare, Computations EQ Report Chad Bane, PE Luke S. Walker, PE Survey and Mapping (SOR: Anna King, PSM, Package, Plans (all phase submittals), Lighting Justification Report. For all projects, the Department, be documented in a QC Summary Report and submitted with each phase submittal. Spreadsheet tables, Report, Bridge Hydraulics Report, Geotechnical Report) 124.4.3 Interdisciplinary Reviews
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm124qc.pdf?sfvrsn=4aca2fe7_1bdv30-977-27-deliv5a5b
Contract Number: BDV30 977-27, FSU Project ID: 042924 Progress report date: 3/9/2023 Submitted, stress Recall that details of the GFRP spiral design was discussed in Task 4B report, Section 3.2. Task 4B report also discussed the assumptions in the force equilibrium model used in the design, capacity of the pile using the core of the concrete alone. Specifically, from Task 3 report, (Task 4B report), i.e., spiral designed with this approach will be excessively large due
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/innovation/frp/bdv30-977-27-deliv5a5bf0c74122-1807-4637-becd-4f640847d0dd.pdf?sfvrsn=7c2ba290_12024FDM124QC
Mora d’ Minbas, E.I. Sabrina Ren, PE EQ Report / AASHTOWare Luke S. Walker, PE Dep Abillaba, PE, Design S&PM Plans Tara Full, PE Luke S. Walker, PE Quantity Computations EQ Report Chad Bane, PE Luke, submittals), Lighting Justification Report. For all projects, the Department PM must place the QC, submittal BIM Reviews must be documented in a QC Summary Report and submitted with each phase, , Typical Section Package, Pavement Design Package, No Passing Zone Study, Drainage Report, Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm124qc.pdf?sfvrsn=9fdeae0e_12025FDM124QC
d’ Minbas, E.I. Sabrina Ren, PE EQ Report / AASHTOWare Luke S. Walker, PE Dep Abillaba, PE, Design S&PM Plans Tara Full, PE Luke S. Walker, PE Quantity Computations EQ Report Chad Bane, PE Luke S, ), Lighting Justification Report. For all projects, the Department PM must place the QC Document, during the phase submittal BIM Reviews must be documented in a QC Summary Report and submitted, Package, Pavement Design Package, No Passing Zone Study, Drainage Report, Bridge Hydraulics Report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm124qc.pdf?sfvrsn=6e244444_5SP0080302A
. 2. A report with the following schedule activity information for each construction activity, float, percent complete, and budgeted cost. The bar chart diagram shall not be included in this report. It will be submitted on 8.5 inches by 11 inches paper. 3. A schedule narrative report describing current project schedule status and identifying potential delays. This report will include, 30 calendar days. It will be submitted on 8.5 inches by 11 inches paper. This report shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/sp0080302a.pdf?sfvrsn=583de20d_2SP0080302A
. 2. A report with the following schedule activity information for each construction activity, float, percent complete, and budgeted cost. The bar chart diagram shall not be included in this report. It will be submitted on 8.5 inches by 11 inches paper. 3. A schedule narrative report describing current project schedule status and identifying potential delays. This report will include, 30 calendar days. It will be submitted on 8.5 inches by 11 inches paper. This report shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/sp0080302a3f2278e5fd7f4554b97018bec88e300c.pdf?sfvrsn=d05bad21_0SP0080302A
. 2. A report with the following schedule activity information for each construction activity, float, percent complete, and budgeted cost. The bar chart diagram shall not be included in this report. It will be submitted on 8.5 inches by 11 inches paper. 3. A schedule narrative report describing current project schedule status and identifying potential delays. This report will include, 30 calendar days. It will be submitted on 8.5 inches by 11 inches paper. This report shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/workbook/sp0080302a.pdf?sfvrsn=3e67cabe_0650-000-002_ETDM_Manual_Ch2-Effective-2024-1231
. A number of these activities support freight initiatives. To support these activities, FDOT prepares, Environmental Impact Report (SEIR). Projects may still follow the NEPA process if a federal permit, PRELIMINARY SUMMARY REPORT PUBLISHED ENTER DATE FOR PRELIM PROGRAMMING SCREEN PUBLISH 702 ETDM PROGRAMMING FINAL SUMMARY REPORT PUBLISHED ENTER DATE FOR FINAL PROGRAMMING SCREEN PUBLISH OEM, involvement activities, possible review extensions, and preparation of the Summary Report. Table 2-4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/etdm/2024-etdm-manual/650-000-002_etdm_manual_ch2-effective-2024-1231.pdf?sfvrsn=bca869e3_12024 Macroeconomic Evaluation Report
2024 Macroeconomic Evaluation Report, . Numbers may not exactly add up due to rounding. iii Systems Forecasting and Trends Office December, The 2055 Florida Transportation Plan (in development as of this report’s publication) focuses on five, 30-year analysis period, the improved business environment would support a significant number of new, in this report: year of expenditure dollars, constant dollars, and discounted constant dollar costs. • Year, section of this report. 1.4 Methodology Overview As depicted in Figure 2, the macroeconomic analysis
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/macroeconomics/2024-macroeconomic-evaluation-report.pdf?sfvrsn=5265c020_1SS0070104
Conference. Report monthly, through the Equal Opportunity Reporting System on the Department’s Website, and equipment in the area in which they are certified. Report payments made to all DBE, : (a) the procedures adopted to comply with these Specifications; (b) the number of subordinated Contracts, or training. The number of trainees will be estimated on the number of calendar days, classifications based on the following criteria: 1) Determine the number of trainees on Federal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss0070104.pdf?sfvrsn=53696116_04550201-724IMPLrev
in the report of the load test the following information: 1. A tabulation of the time, a report showing an analysis of the results of axial load and lateral load tests in which soil, numbered at least every 5 ft. Use markers or lumber crayons or paint marks that can be easily, check a sufficient number of previously driven piles in a pile group to confirm their capacity after, . a. The bearing of at least 10% of piles in the bent/pier (round up to the next whole number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/4550201-724implrev.pdf?sfvrsn=ca68c24e_14550201-724IMPL
: Include in the report of the load test the following information: 1. A tabulation of the time, a report showing an analysis of the results of axial load and lateral load tests in which soil, numbered at least every 5 ft. Use markers or lumber crayons or paint marks that can be easily, check a sufficient number of previously driven piles in a pile group to confirm their capacity after, . a. The bearing of at least 10% of piles in the bent/pier (round up to the next whole number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/4550201-724impl.pdf?sfvrsn=5be8e41b_12024FDM128FedAidCert
of the package in lieu of FHWA review and concurrence. (3) Bridge Hydraulics Report: The hydraulics report is developed and approved by the responsible professional engineer in accordance with appropriate, the acceptability of the package in lieu of FHWA review and concurrence. (4) Bridge Development Report: The bridge development report is developed and approved by the responsible professional engineer, Design, or Project Management Engineer is required to document the acceptability of the report in lieu
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm128fedaidcert.pdf?sfvrsn=2578fe92_12025FDM128FedAidCert
the acceptability of the package in lieu of FHWA review and concurrence. (3) Bridge Hydraulics Report: The hydraulics report is developed and approved by the responsible professional engineer in accordance, Development Report: The bridge development report is developed and approved by the responsible, of the report in lieu of FHWA review and concurrence. Modification for Non-Conventional Projects: Delete, the Federal-aid project number. The Quality Assurance procedures described in FDM 125 will be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm128fedaidcert.pdf?sfvrsn=912e803c_12025FDM128FedAidCert
of the package in lieu of FHWA review and concurrence. (3) Bridge Hydraulics Report: The hydraulics report is developed and approved by the responsible professional engineer in accordance with appropriate, the acceptability of the package in lieu of FHWA review and concurrence. (4) Bridge Development Report: The bridge development report is developed and approved by the responsible professional engineer, Design, or Project Management Engineer is required to document the acceptability of the report in lieu
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm128fedaidcert.pdf?sfvrsn=f586812a_2