3398 search results for REPORT NUMBER
Asphalt-Asphalt Acceptance - Musselman
1000-ton Sublot… Florida Department of Transportation Random Numbers Generated in MAC Florida Department of Transportation Random Sample Numbers by Sublot 1 - 1 387 - 1 - 1 - 2 3 7 2 3, and IV failures • Low air void failures require an Engineering Analysis Report (EAR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/asphalt-asphalt-acceptance---musselman.pdf?sfvrsn=6006bb8a_1D7020000.do
with the manufacturer’s name and LOT numbers of the striping materials and glass spheres to be used. Ensure the approved LOT numbers appear on the striping materials and glass spheres packages. Submit a certified test report to the Engineer indicating the striping materials meet all requirements specified. 702-6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d7020000.do.pdf?sfvrsn=d925a476_07090000SS
. NotifytheEngineerpriortotheplacement of the materials. Furnish the Engineer with the manufacturer’s name and LOT numbers of the materials and glass spheres to be used. Ensure that the approved LOT numbers appear on the materials and glass spheres packages. Submit a certified test report to the Engineer indicating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/7090000ss1673a963ea60440688d4315f9b5f9612.pdf?sfvrsn=a06478d8_07130000SS
with the manufacturer’s name and LOT numbers of the material to be used. Ensure that the approved LOT numbers appear on the material packages. Submit a certified test report to the Engineer indicating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/7130000ssd4a69afbc901460ea421f8b8b23f52c2.pdf?sfvrsn=62ef5e20_07130000SS
with the manufacturer’s name and LOT numbers of the material to be used. Ensure that the approved LOT numbers appear on the material packages. Submit a certified test report to the Engineer indicating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/7130000ss.pdf?sfvrsn=959a1843_09260000.impl
by QPL **Accepted by certified test report ***Accepted by certification 926-2 Epoxy Design, , identify the serial or LOT numbers of the containers certified. 926-9 Specific Requirements, 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/2014/july-2014/review/implemented/9260000.impl.pdf?sfvrsn=d2ca6330_0contractorqcplan
are desired, select the + to add fields for additional phone numbers. Enter the Type, Number, in this document from the last posted version. Description Page Number Added Instructions for creating, if you know the contract number and Search option if you don’t. A. Navigating to an existing Contractor QC Plan with the Go to field If you know the contract number, that is the unique identifier, of the contract number (at least 3 digits are needed). 2. Select an entry from the returned list. You
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/cqcpdataentry/contractorqcplan.pdf?sfvrsn=4768f608_7CM-671-01 ATC Traffic Controller
or trademark, part number, and date of manufacture or serial number. FORMDROPDOWN FORMTEXT Applicant may, . FORMDROPDOWN Provide a first or third party test report that demonstrates compliance with this requirement. Also, provide a completed Testing Laboratory and Report Checklist. Document Review and Functional, report that demonstrates compliance with this requirement. Also, provide a completed Testing Laboratory and Report Checklist. Document Review FORMTEXT Indicate location of requested information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-671-01-atc-traffic-controller.docx?sfvrsn=d6fad175_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_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_1Novemberr2023
at the number of obstacles on the floor, to a point where I began playing a game of, “How many trip and fall, of slipping, tripping, and falling. To begin with some telling numbers, in the past three years, the FDOT, ://www.fdot.gov/safety Anonymously report hazards in your workplace: (850) 414-5255 Organization
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/2a-programs/safety-advisor/novemberr2023.pdf?sfvrsn=92fc0c93_1OET-25-07
Request for Research Funding for FY 2024-2025 Project Number (Research Center Use Only): OET-25-07 Requesting Office Emerging Technologies-District 5 Priority 7 of 8 (projects may not have the same ranking–no ties) Proposed Title Network Level Proactive Traffic Operations Indicator, Contracts (Give contract numbers) No relevant work in or out of state has been identified, affect safety. Additionally, the UCF team will analyze and report on the most effective CV data types
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/oet-25-07.pdf?sfvrsn=f6514dc8_1FormTM-QuickStart
preparing the report and – 2nd the official responsible for the mileage • We will call, in previous year(s) as unpaved. There is a companion automatic entry in C3 to reduce the same number, . Please verify these numbers fo r a c c u racy. • Section E is fo r Additional Comments
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/statistics/mileage-rpts/formquickstart.pdf?sfvrsn=d4b8e871_12SFTY-26-03
Request for Research Funding for FY 2025–2026 Project Number (Research Center Use Only): SFTY-26-03 Requesting Office FDOT Safety Office Priority 3 of 11 Proposed Title Assessing emergency vehicle signal preemption opportunities and readiness to improve EMS post-crash care through, TEST (FOT) EVALUATION REPORT (Bachman & Preziotti, 2001) 13. EVALUATION OF EMERGENCY RESPONSE TIMES, ) Related Contracts (Give contract numbers) Funding Request $150,000 Anticipated Duration 18
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/sfty-26-03.pdf?sfvrsn=e3eff50c_1STR-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_2