3443 search results for REPORT NUMBER
SP0080302A
. 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_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_02024 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_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_24550201-724IMPLrev
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_1SP0090103LS-Generic
Statewide Averages report. The dates will be the six months prior to the letting date, will certify the number of gallons of fuel (diesel) used on this Contract during the period represented, that will calculate and print the number of gallons of bituminous material for the items, estimate. For all asphalt concrete, the number of gallons will be determined assuming a mix design, of the following: 1. Contract Number, Financial Project Identification Number, Estimate Number, Monthly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/workbook/sp0090103ls.pdf?sfvrsn=8290c400_3SP0090103LS-723
Statewide Averages report. The dates will be the six months prior to the letting date, will certify the number of gallons of fuel (diesel) used on this Contract during the period, that will calculate and print the number of gallons of bituminous material for the items, of this progress estimate. For all asphalt concrete, the number of gallons will be determined assuming a mix, of the following: 1. Contract Number, Financial Project Identification Number, Estimate Number, Monthly Estimate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/workbook/sp0090103ls-723.pdf?sfvrsn=e0627196_2SP0090103LS
Statewide Averages report. The dates will be the six months prior to the letting date, will certify the number of gallons of fuel (diesel) used on this Contract during the period represented, that will calculate and print the number of gallons of bituminous material for the items that these factors, estimate. For all asphalt concrete, the number of gallons will be determined assuming a mix design, of the following: 1. Contract Number, Financial Project Identification Number, Estimate Number, Monthly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/workbook/sp0090103ls.pdf?sfvrsn=e66ca7a4_1SP0090103LS-722
Statewide Averages report. The dates will be the six months prior to the letting date for this Contract, will certify the number of gallons of fuel (diesel) used on this Contract during the period represented, that will calculate and print the number of gallons of bituminous material for the items that these factors, estimate. For all asphalt concrete, the number of gallons will be determined assuming a mix design, . Contract Number, Financial Project Identification Number, Estimate Number, Monthly Estimate Date
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/workbook/sp0090103ls-722.pdf?sfvrsn=efc0998_8SP0090103LS-122
Statewide Averages report. The dates will be the six months prior to the letting date for this Contract, will certify the number of gallons of fuel (diesel) used on this Contract during the period represented, that will calculate and print the number of gallons of bituminous material for the items that these factors, estimate. For all asphalt concrete, the number of gallons will be determined assuming a mix design, . Contract Number, Financial Project Identification Number, Estimate Number, Monthly Estimate Date
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/workbook/sp0090103ls-122.pdf?sfvrsn=d2f7c6fd_2SP0090103LS-122impl
Statewide Averages report. The dates will be the six months prior to the letting date for this Contract, will certify the number of gallons of fuel (diesel) used on this Contract during the period represented, that will calculate and print the number of gallons of bituminous material for the items, of this progress estimate. For all asphalt concrete, the number of gallons will be determined assuming a mix, of the following: 1. Contract Number, Financial Project Identification Number, Estimate Number, Monthly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/sp0090103ls-122impl.pdf?sfvrsn=a156dd77_2E3W23Addendum006
To: ALL DESIGN BUILD FIRMS FINANCIAL ITEM NUMBER: 44266715201, 44266715202, 44266715601 CONTRACT NUMBER: E3W23 DESCRIPTION: Design Build for SR 30 (US 98) over St. Andrews Bay ICWW (Bridge No. 460019, , FL Financial Projects Number(s): 442667-1-52-01, 442667-1-52-02, & 442667-1-56-01 Federal Aid Project Number(s): D323-054-B Contract Number: E3W23 Addendum No. 1 – July 24, 2023 Addendum No. 2, Screening Evaluation Report (March 2020) Natural Resources Evaluation Report (June 2020) Location
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/design-build/e3w23/e3w23addendum006.pdf?sfvrsn=5e056a6f_1E3W23Addendum007
To: ALL DESIGN BUILD FIRMS FINANCIAL ITEM NUMBER: 44266715201, 44266715202, 44266715601 CONTRACT NUMBER: E3W23 DESCRIPTION: Design Build for SR 30 (US 98) over St. Andrews Bay ICWW (Bridge No. 460019, BAY ICWW BRIDGE NO. 460019 Bay County, FL Financial Projects Number(s): 442667-1-52-01, 442667-1-52-02, & 442667-1-56-01 Federal Aid Project Number(s): D323-054-B Contract Number: E3W23, Documents FONSI and Environmental Assessment (August 2021) Contamination Screening Evaluation Report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/design-build/e3w23/e3w23addendum007.pdf?sfvrsn=f13446f_1E3W23Addendum008
To: ALL DESIGN BUILD FIRMS FINANCIAL ITEM NUMBER: 44266715201, 44266715202, 44266715601 CONTRACT NUMBER, ST ANDREWS BAY ICWW BRIDGE NO. 460019 Bay County, FL Financial Projects Number(s): 442667-1-52-01, 442667-1-52-02, & 442667-1-56-01 Federal Aid Project Number(s): D323-054-B Contract Number, ) Contamination Screening Evaluation Report (March 2020) Natural Resources Evaluation Report (June 2020) Location Hydraulics Technical Memorandum (July 2019) Project Analysis Traffic Report (January
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/design-build/e3w23/e3w23addendum008.pdf?sfvrsn=82de8612_1E3W23Addendum009
DESIGN BUILD FIRMS FINANCIAL ITEM NUMBER: 44266715201, 44266715202, 44266715601 CONTRACT NUMBER, BRIDGE NO. 460019 Bay County, FL Financial Projects Number(s): 442667-1-52-01, 442667-1-52-02, & 442667-1-56-01 Federal Aid Project Number(s): D323-054-B Contract Number: E3W23 Addendum No. 1, 2021) Contamination Screening Evaluation Report (March 2020) Natural Resources Evaluation Report (June 2020) Location Hydraulics Technical Memorandum (July 2019) Project Analysis Traffic Report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/design-build/e3w23/e3w23addendum009.pdf?sfvrsn=b9b4fcdd_1