3761 search results for REPORT NUMBER
SP0050107origind
the number of days stipulated in the Work Document, then the Contractor and the Department agree, the Engineer before starting work each day to report activity and work locations. 5-8.2, . At the pre-work conference, provide the phone numbers and names of personnel designated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/review-package/sp0050107origindc15dbc82434c4dbf8ec3170e71f4545b.pdf?sfvrsn=44c9adba_2SP0050107.review
Document is not complete within the number of days stipulated in the Work Document, then the Contractor, day to report activity and work locations. 5-8.2 Contractor’s Superintendent: Maintain a competent, the phone numbers and names of personnel designated to be contacted in cases of emergencies. SUBARTICLE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/review-package/sp0050107.review.pdf?sfvrsn=a57b980a_09260100.impl
tensioning anchorage protection systems. *Accepted by APL **Accepted by certified test report, , the shelf life of the material, and the manufacturer’s lot number. Normal set PSE shall remain, label and batch numbers. Materials must be within the manufacturer’s recommended shelf life. Store
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/9260100.impl.pdf?sfvrsn=dffcb345_0SS9210000
, and the silo number(s) where the cement is stored. The mill test report must identify that there is limestone in the cement, if limestone is included. An acceptable mill test report is found in the appendix, inspection reports to the State Materials Office. MillTest Report – indicates a certification from, initial quality control plan approval and receipt of the cement mill test report, the suppliers, laboratory shall perform one quality control test per day. Submit a copy of the monthly mill test report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9210000.pdf?sfvrsn=ac67b216_0Travel Demand Modeling (TDM) Manual_Developing_Ch 6 - Resources
Project 836-B Task 91, Final Report: Validation and Sensitivity Considerations for Statewide Models, (2010) • Comprehensive report on key considerations for parameter sensitivity in models at a larger statewide geographic scale. • Applicable to: Chapters 2, 4. NCHRP Report 716, Travel Demand Forecasting: Parameters and Techniques, Chapter 5, (2012) • Reference report on travel model, to: Chapters 2, 4. NCHRP Report 735: Long-Distance and Rural Travel Transferable Parameters for Statewide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/transportation-forecasting-research-hub-documents/fdot-tdmm-documents/travel-demand-modeling-(tdm)-manual_developing_ch-6---resources.pdf?sfvrsn=36425266_1Software Requirements Specification_9.0
will contain the report period, number of events found, and the event id range on the first page, the event id, event type, report date, activation number, event status, last status timestamp, of the event chronology of an event. RS SG 9.0 SRT-970 The Event Chronology report will allow the user to filter the events in the report based on a Comment Type filter, Comment Text filter, and filter on each column. Operator Map SG 9.0 SRT- The system will provide a report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/releases/9.0/software-requirements-specification_9-0.pdf?sfvrsn=a63fde17_12024FDM121BrProjDev
-Conventional Projects: Items listed in numbers 4 through 6 above are not allowed unless, BBS Bulletin Board System BDR Bridge Development Report BHR Bridge Hydraulics Report BHRS Bridge, of the bridge will be defined in the BDR. For bridges over water, a location Hydraulics Report, Hydraulics Report. Bridge deck drainage considerations. Stream bottom profile. Conceptual geotechnical, Report (BDR)/30% Structures Plans The BDR is intended to be a tool in selecting the optimal bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm121brprojdev.pdf?sfvrsn=841e374c_12025FDM121BrProjDev
prior to use. Modification for Non-Conventional Projects: Items listed in numbers 4 through 6, Report BHR Bridge Hydraulics Report BHRS Bridge Hydraulics Recommendation Sheet CADD Computer Aided, will be defined in the BDR. For bridges over water, a Location Hydraulics Report will be prepared, . Aesthetic level for bridge and bridge approaches. Location Hydraulics Report. Bridge deck drainage, Project Development 121 .9 Bridge Development Report (BDR)/30% Structures Plans The BDR is intended
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm121brprojdev.pdf?sfvrsn=13967d03_32025FDM121BrProjDev
-Conventional Projects: Items listed in numbers 4 through 6 above are not allowed unless, Society BBS Bulletin Board System BDR Bridge Development Report BHR Bridge Hydraulics Report, Hydraulics Report will be prepared in conjunction with the bridge analysis. General site geotechnical, for bridge and bridge approaches. Location Hydraulics Report. Bridge deck drainage considerations, Project Development 121.9 Bridge Development Report (BDR)/30% Structures Plans The BDR is intended
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm121brprojdev.pdf?sfvrsn=9cfb6f71_12026FDM121BrProjDev
for Non-Conventional Projects: Items listed in numbers 4 through 6 above are not allowed unless, American Welding Society BBS Bulletin Board System BDR Bridge Development Report BHR Bridge Hydraulics Report BHRS Bridge Hydraulics Recommendation Sheet CADD Computer Aided Design and Drafting CEI, . For bridges over water, a Location Hydraulics Report will be prepared in conjunction with the bridge analysis, . Aesthetic level for bridge and bridge approaches. Location Hydraulics Report. Bridge deck drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm121brprojdev.pdf?sfvrsn=d2ce892a_2Pt2Ch3_073124_clean
Preliminary Engineering Report ................................................ 3-47 3.3 REFERENCES, ................................................................ 3-53 Figure 3-2 Preliminary Engineering Report Sample Cover Page, for the final design. Preliminary Engineering Report (PER) - The engineering report that documents, Report (SEIR) only] - Alternatives that address the purpose and need that can be designed, Environmental Impact Report (SEIR) projects require a more detailed level of analysis and documentation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/2024/pt2ch3_073124_clean.pdf?sfvrsn=83170cf0_1Rapid Incident Scene Clearance (RISC) FY16-17 Annual Report - Final
Rapid Incident Scene Clearance (RISC) FY16-17 Annual Report - Final, Fiscal Year 2016/2017 August 2017 Rapid Incident Scene Clearance (RISC) Annual Report, Clearance Annual Report Fiscal Year 2016/2017 i Table of Contents Introduction, Shawn.Kinney@dot.state.fl.us. Rapid Incident Scene Clearance Annual Report Fiscal Year 2016/2017 1, on limited-access facilities. Table 1 shows the number of RISC vendors, roadway segments, and miles of program coverage by District: Rapid Incident Scene Clearance Annual Report Fiscal Year 2016/2017 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cvotim/tim/archive/risc-reports/rapid-incident-scene-clearance-(risc)-fy16-17-annual-report---final.pdf?sfvrsn=a9c2c698_1CM-650-01 Vehicular Traffic Signal Assembly LED Optical Unit
995-1.1 All equipment is permanently marked with manufacturer name or trademark, part number, and date of manufacture or serial number. FORMDROPDOWN FORMTEXT Applicant may provide comments, party test report that demonstrates compliance with this requirement. A completed Testing Laboratory and Report Checklist. A completed ITE Vehicle Traffic Control Signal Heads - LED Circular, the ITE specification. FORMDROPDOWN Provide the following: A third party test report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-650-01-vehicular-traffic-signal-assembly-led-optical-unit.docx?sfvrsn=40cc70de_1Exhibit 910-1-2-4
04-20-22 Added Sheet Number 2A to the Index and Revised Sheet Numbers 5 & 19. 1 1 1 1 DEVELOPMENTAL, REPORT OF CORE BORINGS GR-2* SOIL SURVEY GR-1* MISCELLANEOUS STRUCTURES 52 SELECTIVE CLEARING, STREET TALLAHASSEE, FL 32301 CONTRACT NO.: C0000 LUKE S. WALKER, P.E. P.E. LICENSE NUMBER 99991, MARKING ROADWAY (850) 671-1313 REPORT OF CORE BORINGS GR-2* SOIL SURVEY GR-1* MISCELLANEOUS, . WALKER, P.E. P.E. LICENSE NUMBER 99991 ROADWAY ENGINEERS, INC. VENDOR NO.: 99-999999 (850
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-910-1-2-4.pdf?sfvrsn=c05bb85a_1Redlines Exhibit 910-1-2-4
04-20-22 Added Sheet Number 2A to the Index and Revised Sheet Numbers 5 & 19. 1 1 1 1, REPORT OF CORE BORINGS GR-2* SOIL SURVEY GR-1* MISCELLANEOUS STRUCTURES 52 SELECTIVE CLEARING, STREET TALLAHASSEE, FL 32301 CONTRACT NO.: C0000 LUKE S. WALKER, P.E. P.E. LICENSE NUMBER 99991, AND PAVEMENT MARKING ROADWAY (850) 671-1313 REPORT OF CORE BORINGS GR-2* SOIL SURVEY GR-1* MISCELLANEOUS, LUKE S. WALKER, P.E. P.E. LICENSE NUMBER 99991 ROADWAY ENGINEERS, INC. VENDOR NO.: 99-999999
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-910-1-2-4.pdf?sfvrsn=a3cd0f1c_1CM-102-04 Portable Radar Speed Display Unit
APL Number for the Retroreflective Sign Sheeting used. Compliance Matrix Review and Physical, the environmental requirements of NEMA TS-4. FORMDROPDOWN Provide the following: A third party test report that demonstrates compliance with this requirement. A completed Testing Laboratory and Report, . Compliance Matrix Review 13 All portable devices are permanently marked with the APL number, manufacturer’s name or trademark, model/part number, and date of manufacture or serial number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-102-04-portable-radar-speed-display-unit.docx?sfvrsn=efa21e01_1310 - NEPA Assignment Overview (1)
to planned growth or land use for an area. b. Requires the relocation of significant numbers of people, Environmental Impact Report as the basis of their NEPA document) is required to support the permit [e.g
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/pmresources/310---nepa-assignment-overview-(1).pdf?sfvrsn=d7696f58_1Click It or Ticket
in 2023 was 91.9%, Florida's safety belt rate was 89.4%. These numbers are good but can be better, - Occupant Protection Click It or Ticket Florida Safety Belt Use in Florida 2023 - Report
https://www.fdot.gov/agencyresources/clickitorticket9260100-724origind
anchorage protection systems. *Accepted by APL **Accepted by certified test report ***Accepted, certification, identify the serial or LOT numbers of the containers certified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9260100-724origind.pdf?sfvrsn=f1f79da9_1SectionMM61V2
number for each Production Facility. Topic No.: 675-000-000 Materials Manual, Manufactured, ) Ensure that the Production Facility has a sufficient number of QC trained quality control, and are included in the QC Plan. 8) Maintain a daily production log showing raw material LOT numbers, pipe LOT numbers, inside diameters, and quantity of pipe produced. The production log must be used, represented by the coil manufacturer’s heat number. Meet the Buy America Requirements of 23 CFR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/sectionmm61v2.pdf?sfvrsn=42e8f303_2