4266 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/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_03340102.origind
the design mixture in accordance with AASHTO T 312-12, with the following exception: use the number, Traffic Level Ndesign Number of Gyrations A 50 B 65 C 75 D 100 E 100 SUBARTICLE 334-3.3, days. 3. A LOT is terminated per 334-5.4.4. All partial LOTs will be evaluated based on the number, was closed or terminated before the random numbers were reached or where it is impractical to cut five cores, and report the findings and proposed actions to the Engineer. Table 334-54 Master Production
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/3340102.origind.pdf?sfvrsn=f3f6c32d_03340102.impl
in accordance with AASHTO T 312-12, with the following exception: use the number of gyrations at Ndesign, with AASHTO T 312-12. Table 334-2 Gyratory Compaction Requirements Traffic Level Ndesign Number, on the number of tests available, and will not be redefined. If a LOT is closed before the first plant, or terminated before the random numbers were reached or where it is impractical to cut five cores per, 0.040 from the mix design Gmm, investigate the causes of the discrepancy and report the findings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/3340102.impl.pdf?sfvrsn=bd9444d9_02024FDM128FedAidCert
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_22026FDM128FedAidCert
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, Report: The bridge development report is developed and approved by the responsible professional, 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/2026/review/2026fdm128fedaidcert.pdf?sfvrsn=e6512668_42026FDM128FedAidCert
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, Report: The bridge development report is developed and approved by the responsible professional, 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/2026/2026fdm128fedaidcert.pdf?sfvrsn=97d711d2_29910100-723FHWA
report See Section 991-1.5 Product Label Photo Displays the Product Name. Displays additional, . Displays location of Manufacturer name and model number. Technical Data Sheet, marker Uniquely, (NTPEP) product testing report See Section 991-2.5 Product Label Photo Displays the Product Name, of the product. Displays location of Manufacturer name and model number. Technical Data Sheet, of base to substrate. National Testing Product Evaluation Program (NTPEP) audit report See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9910100-723fhwa01270d77f94d4941896f5f6cf9177072.pdf?sfvrsn=a76a4444_2Special Provisions Workbook July 2021
Required. Changes to: 2-4. SP0020400 All Jobs (add a phone number or email address) Do not use, Information Required. Changes to: 2-4. SP0020400-60day Jobs with 60-day Ads. (add a phone number, 6-22-04) (FA 7-13-04) (7-21) SUBARTICLE 2-5.1 is expanded by the following: Establish the number, this number of calendar days in the proposal. For purposes of this Contract, this number of calendar, by the following: Determine the number of Lane Rental Days (LRD) required to perform the work specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/workbook/special-provisions-workbook-july-2021.pdf?sfvrsn=b06bc848_1Special Provisions Workbook January 2021
Information Required. Changes to: 2-4. SP0020400 All Jobs (add a phone number or email address) Do, number or email address) Do not use withSP0020400 PROPOSAL REQUIREMENTS AND CONDITIONS - PREPA RATION, the number of calendar days necessary to complete the work in accordance with the Contract documents and show this number of calendar days in the proposal. For purposes of this Contract, this number, is expanded by the following: Determine the number of Lane Rental Days (LRD) required to perform
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/workbook/special-provisions-workbook-january-2021.pdf?sfvrsn=6f64639d_1E3W23Addendum003
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, 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: E3W23, Assessment (August 2021) Contamination Screening Evaluation Report (March 2020) Natural Resources
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/design-build/e3w23/e3w23addendum003.pdf?sfvrsn=c94fe7e7_1JAN 2025
professional can consider non-HDL cholesterol as the preferred number to monitor, rather than total, . High blood pressure is defined as 130-139 mm Hg systolic pressure (the top number in a reading) or 80-89 mm Hg diastolic pressure (bottom number). January 2025 Workplace Health for Preventing, Department safety information at: https://www.fdot.gov/safety Anonymously report hazards in your
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/2a-programs/safety-advisor/jan-2025.pdf?sfvrsn=48bd581d_14500204.FHWA
mill analysis, physical property test report and the manufacturer’s assigned LOT number with the heat of the material represented. Verify that the report represents the steel received, a certified mill analysis, physical property test report and the manufacturer’s assigned LOT number, of the bed, type of fabricated products, the complete Financial Project Identification Number, jack identification number, date prestressing strands were stressed, temperature at the time of stressing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4500204.fhwa.pdf?sfvrsn=ebae688e_0SP0090103SLLS
Moving Statewide Averages report. The dates will be the six months prior to the letting date, . The Contractor’s certified monthly estimate must consist of the following: (a) Contract Number, Financial Project Identification Number, Estimate Number, Monthly Estimate Date and the period that the certified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp0090103slls.pdf?sfvrsn=ffdadb69_019-14-Hill-TDMM
per household ESTABLISHED DATA Transportation Network Number of Lanes Facility Type Neighborhood, per Auto Number of Trips Trip Lengths Congestion delay 7 8 6/30/2025 5 Process 9 Model, Report findings Alternate Scenarios Define Code Run Outputs 10 RELIABLE RESULTS Loaded, Long-term patterns of trip making Mode Split Number of people moving around a region How people
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/19-14-hill-tdmm.pdf?sfvrsn=890b96d5_1Safety Analysis Methods
number of crashes Where there are high crash rates Where there are fatalities/serious injuries Where systemic analysis has identified as a location of focus Conducting crash report analysis Systemic, frequency as a function of traffic volume and roadway characteristics (e.g., number of lanes, median type, intersection control, number of approach legs). FDOT Intersection Control Evaluation (ICE) The ICE
https://www.fdot.gov/Safety/safetyengineering/safetyanalysismethods.shtm1020100-723impl
equipment and number of traffic control officers required, the proposed traffic pacing lengths, , record the number of vehicles in the direction of the closure during a 15-minute period. Multiply the number of vehicles by four and divide by the number of lanes in the direction of the closure. 102-5, Plans, Index 102-600. Device location or the number of devices, may be adjusted as recommended, under all weather conditions. 102-5.4 Number of Traffic Lanes: Maintain one lane of traffic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/1020100-723impl.pdf?sfvrsn=ffb5df33_2