4266 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_0traffic-and-safety-analysis-scoping-tool_user-guide_final
inputs. The tool first asks users to choose among small number of options related to the expected, 2. Number of intersections in the study area 3. Number of on- and off- freeway ramps 4. Baseline, in collecting data)) 7. Number of time periods to be analyzed (e.g., AM, mid-day and PM peak periods) 8. Number of alternatives to be included in the analysis 9. Number of operational conditions (high demand/no incident, medium demand/minor incident, etc.) to be analyzed 10. Number of analysis
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/scope/traffic-and-safety-analysis-scoping-tool_user-guide_final.pdf?sfvrsn=fc30fc2a_1E4X61ExhibitA
Project Number(s): 406795-7-72-01 & various Contract Number: E4X61 Exhibit A – Scope of Services, Bi-Weekly Meeting and Report .............................................................................. 80 6.1.2 Annual Report, REPORT, provide the Department’s Project Manager with a list of telephone numbers that will be answered
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/rfp/e4x61/e4x61exhibita.pdf?sfvrsn=6328ffee_19160203.FHWA
Superpave PG Asphalt Binder Grade Report APL Number Report Modifier (name and type) Polymer, Ground Tire Rubber with Approved Product List (APL) number, Sulfur, PPA, REOB, and any Rejuvenating Agents Report Original Binder Solubility, AASHTO T44-14 in Trichloroethylene Minimum 99.0, Specification Minimum/Maximum Value Superpave PG Asphalt Binder Grade Report APL Number Report Modifier (name and type) Polymer, Ground Tire Rubber with Approved Product List (APL) number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/9160203.fhwa.pdf?sfvrsn=26ea7783_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_12026FDM121BrProjDev
by the Department 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, , a Location Hydraulics Report will be prepared in conjunction with the bridge analysis. General site, for bridge and bridge approaches. Location Hydraulics Report. Bridge deck drainage considerations, Development 10 121.9 Bridge Development Report (BDR)/30% Structures Plans The BDR is intended
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm121brprojdev.pdf?sfvrsn=d2ce892a_52026FDM121BrProjDev
prior to use. Modification for Non-Conventional Projects: Items listed in numbers 4 through 6 above, and Materials AWS American Welding Society BBS Bulletin Board System BDR Bridge Development Report BHR Bridge Hydraulics Report BHRS Bridge Hydraulics Recommendation Sheet CADD Computer Aided, attributes of the bridge will be defined in the BDR. For bridges over water, a Location Hydraulics Report, approaches. Location Hydraulics Report. Bridge deck drainage considerations. Stream bottom profile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm121brprojdev.pdf?sfvrsn=949bcbe9_5Pt2Ch3_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_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_1