3596 search results for REPORT NUMBER
STR-26-03
Request for Research Funding for FY 2025-2026 Project Number (Research Center Use Only): STR-26-03 Requesting Office CO Structures Priority 3 of 5 Proposed Title Post-Tensioning Duct Drying Procedures Justification Some concrete bridges in Florida use post-tensioned (PT) tendons as primary, (2006). Main Cable Corrosion Protection by Dehumidification, in IABSE Symposium Report D. Sloane, blank) Post-tensioning, Post-tensioning corrosion Related Contracts (Give contract numbers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/str-26-03.pdf?sfvrsn=9e5634c7_1SPM1020504SiteSpecific-724-i19192
construction, submit to the Engineer the names and phone numbers of persons that can be contacted when, to current conditions. The use of NCHRP Report 350 Recommended Procedures for the Safety Performance, be MASH compliant in accordance with Section 990. The APL number is to be permanently marked
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/maintenance/finalized/spm1020504sitespecific-724-i19192.pdf?sfvrsn=ad3ead28_1SPM1020504SiteSpecific-725-i19871
construction, submit to the Engineer the names and phone numbers of persons that can be contacted when, to current conditions. The use of NCHRP Report 350 Recommended Procedures for the Safety Performance, be MASH compliant in accordance with Section 990. The APL number is to be permanently marked
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/finalized/spm1020504sitespecific-725-i19871.pdf?sfvrsn=4a5495d2_1SPM1020504SiteSpecific-723-i18571
construction, submit to the Engineer the names and phone numbers of persons that can be contacted when, to current conditions. The use of NCHRP Report 350 Recommended Procedures for the Safety Performance, be MASH compliant in accordance with Section 990. The APL number is to be permanently marked
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/finalized/spm1020504sitespecific-723-i18571.pdf?sfvrsn=ffecc2fd_2SPM1020504SiteSpecific-723origind
the names and phone numbers of persons that can be contacted when signal operation malfunctions, of NCHRP Report 350 Recommended Procedures for the Safety Performance Evaluation of Highway Features, with Section 990. The APL number is to be permanently marked on the device at a readily visible
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/review-package/spm1020504sitespecific-723origind.pdf?sfvrsn=3f84d6d0_2SP0050107origind
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/sp0050107origind.pdf?sfvrsn=9af2c497_4SP1020504SiteSpecificorigind
construction, submit to the Engineer the names and phone numbers of persons that can be contacted, that is present for shielding other items. The use of NCHRP Report 350 Recommended Procedures, for Site Specific Maintenance Contracts The APL number is to be permanently marked on the device
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/review-package/sp1020504sitespecificorigind.pdf?sfvrsn=3c9340bb_2SP0050107origind
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_02024FDM121BrProjDev
-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_1SS9210000
, 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_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_1Pt2Ch3_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_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_1