4266 search results for REPORT NUMBER
BDV31-932-10-Task5_MPO_Resiliency_Final_Report
BDV31-932-10-Task5_MPO_Resiliency_Final_Report, for Florida MPOs Draft Final Report: BDV31-932-10 May 2022 Project Manager: Jennifer Carver, transportation system. This report reviews the current state of practice for how Florida MPOs, and opportunities for advancing transportation resiliency in the State. This report includes (1) a summary of how, for advancing resiliency planning in Florida. This report is intended to assist transportation planners, , motivations, and challenges. As MPOs begin the 2050 LRTP cycle, this report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/resilience/bdv31-932-10-task5_mpo_resiliency_final_report.pdf?sfvrsn=7dad8b41_1TypicalSectionsExclusiveTransitRunningways
safety impacts. The report recommends a minimum width of 12 feet wherever possible but notes, lane should be 12 feet wide. Transit Cooperative Research Program (TCRP) Report 90 (3,4) and TCRP Report 153 (5) indicate that concurrent flow bus lanes should be at least 11 feet wide, to allow a minimum of 3 feet of clearance for bicyclists. ▪ Vertical clearance. TCRP Report 153 (5, barriers affect the typical section. ▪ Conversion to rail. TCRP Report 90 (3,4) notes that BRT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/transit-facilities-design/typicalsectionsexclusivetransitrunningways.pdf?sfvrsn=b048cc15_0Conceptual Stage Relocation Plan (April 2024)
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION TECHNICAL REPORT COVERSHEET 650-050-38, (SR 820) Broward County, Florida Financial Management Number: 436903-1-22-02 ETDM Number: 14254, RELOCATION PLAN Revised April 2024 FM NUMBER: 436903-1 STATE ROAD: 9 (I-95) COUNTY: Broward, not include the structure. a) Displaced Households Folio Number. Address Area of Acquisition (SF, ) Potential Personal Property Relocation Folio Number. Address Area of Acquisition (SF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/i95-858-820-docs/april2025publicmtg/conceptual-stage-relocation-plan-(april-2024).pdf?sfvrsn=42147d7e_3Section63V2cln
Plan and shall reflect the most current Standard Plans Index number and Last Revision date, the Department assigned Precast Concrete Drainage Plant (PC) number. Be present or designates a QC, the QC testing and inspection. Ensures that the Plant has a sufficient number of QC technician(s, with the Plant’s name and number, Structure number that is traceable to the Department project, and date, : A. Name of producer B. Location of mine C. Department pit number D. Department material code E
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/section63v2cln.pdf?sfvrsn=f90baa7b_2Section 6.3 VII-122
the most current Standard Plans Index number and Last Revision date. These Producer shop, Precast Concrete Drainage Plant (PC) number. Be present or designates a QC technician/inspector, and inspection. Ensures that the Plant has a sufficient number of QC technician(s)/inspector(s, and number, Structure number that is traceable to the Department project, and date of manufacture, the following information: A. Name of producer B. Location of mine C. Department pit number D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/section-6-3-vii-122.pdf?sfvrsn=8e218084_2SectionMM63V2
into the Plant’s QC Plan, and shall reflect the most current Standard Plans Index number and Last Revision date, the Department assigned Precast Concrete Drainage Plant (PC) number. Be present or designates a QC, the QC testing and inspection. Ensures that the Plant has a sufficient number of QC technician(s, with the Plant’s name and number, Structure number that is traceable to the Department project, 6-3-8 B. Location of mine C. Department pit number D. Department material code E. Delivery date F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/sectionmm63v2.pdf?sfvrsn=df1a8b39_2Section6.3V2-721cln
reflect the most current Standard Plans Index number and Last Revision date. These Producer shop, assigned Precast Concrete Drainage Plant (PC) number. Be present or designates a QC technician/inspector, and inspection. Ensures that the Plant has a sufficient number of QC technician(s)/inspector(s, and number, Structure number that is traceable to the Department project, and date of manufacture, include the following information: A. Name of producer B. Location of mine C. Department pit number D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/materials-manual/section6-3v2-721cln.pdf?sfvrsn=126eb0b7_2Section63V2-722cln
Standard Plans Index number and Last Revision date. These Producer shop drawings are independent, Drainage Plant (PC) number. Be present or designates a QC technician/inspector working under, that the Plant has a sufficient number of QC technician(s)/inspector(s) to maintain adequate, stored and marked indelibly with the Plant’s name and number, Structure number that is traceable, of producer B. Location of mine C. Department pit number D. Department material code E. Delivery
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/materials-manual/section63v2-722cln.pdf?sfvrsn=35fcb67f_2Section63V2-723cln
reflect the most current Standard Plans Index number and Last Revision date. These Producer shop, Precast Concrete Drainage Plant (PC) number. Be present or designates a QC technician/inspector, and inspection. Ensures that the Plant has a sufficient number of QC technician(s)/inspector(s, Structures are properly stored and marked indelibly with the Plant’s name and number, Structure number, information: A. Name of producer B. Location of mine C. Department pit number D. Department material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section63v2-723cln.pdf?sfvrsn=43b72e1f_2Section63V2-724cln
Standard Plans Index number and Last Revision date. These Producer shop drawings are independent, . The QC stamp shall include the Department assigned Precast Concrete Drainage Plant (PC) number, number of QC technician(s)/inspector(s) to maintain adequate inspection and testing during, stored and marked indelibly with the Plant’s name and number, Structure number that is traceable, . Department pit number D. Department material code E. Delivery date F. Aggregate producer’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/section63v2-724cln.pdf?sfvrsn=17298c3b_1Section63V2-726redln
current Standard Plans Index number and Last Revision date. These Producer shop drawings, Concrete Drainage Plant (PC) number. Be present or designates a QC technician/inspector working under, . Ensures that the Plant has a sufficient number of QC technician(s)/inspector(s) to maintain adequate, are properly stored and marked indelibly with the Plant’s name and number, Structure number, of mine C. Department pit number D. Department material code E. Delivery date F. Aggregate producer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/materials-manual/section63v2-726redln.pdf?sfvrsn=d53ed0fc_1Section63V2-723
and shall reflect the most current Standard Plans Index number and Last Revision date, the Department assigned Precast Concrete Drainage Plant (PC) number. Be present or designates a QC technician, testing and inspection. Ensures that the Plant has a sufficient number of QC technician(s, . Ensures that all Structures are properly stored and marked indelibly with the Plant’s name and number, Structure number that is traceable to the Department project, and date of manufacture. Maintains
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/redline/section63v2-723.pdf?sfvrsn=8395c8e1_1Section63V2redln
number and Last Revision date. These Producer shop drawings are independent of project specific, ) number. Be present or designates a QC technician/inspector working under their direct supervision, a sufficient number of QC technician(s)/inspector(s) to maintain adequate inspection and testing, are properly stored and marked indelibly with the Plant’s name and number, Structure number, C. Department pit number D. Department material code E. Delivery date F. Aggregate producer’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/redline/section63v2redln.pdf?sfvrsn=7d0580d3_1Section63V2-726redln
current Standard Plans Index number and Last Revision date. These Producer shop drawings, Concrete Drainage Plant (PC) number. Be present or designates a QC technician/inspector working under, . Ensures that the Plant has a sufficient number of QC technician(s)/inspector(s) to maintain adequate, are properly stored and marked indelibly with the Plant’s name and number, Structure number, of mine C. Department pit number D. Department material code E. Delivery date F. Aggregate producer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/materials-manual/redline/section63v2-726redln.pdf?sfvrsn=ba8a5080_1Section63V2-726
number and Last Revision date. These Producer shop drawings are independent of project specific shop, the Department assigned Precast Concrete Drainage Plant (PC) number. Be present or designates a QC, and/or supervises the QC testing and inspection. Ensures that the Plant has a sufficient number of QC technician(s, with the Plant’s name and number, Structure number that is traceable to the Department project, : A. Name of producer B. Location of mine C. Department pit number D. Department material code E
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/materials-manual/section63v2-726.pdf?sfvrsn=d70bf578_19320200-724FHWA
with the manufacturer’s name or trademark product name, LOT number and date of expiration, in containers plainly marked with the manufacturer’s name or trademark product name, LOT number and date, furnished to each project and submit a certified report that each LOT of primer material furnished, with the manufacturer’s name or trademark and product name, LOT number and date of expiration. 932-1.3.7, submit a certified test report for each LOT of material furnished to each project along with a statement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9320200-724fhwa.pdf?sfvrsn=afd842bb_1fdot-bed31-977-22-rpt
Affecting Autonomous Transit Viability FDOT Project BED31-977-22 Final Report Submitted to Florida, technology has been used in the writing of this report for two purposes: 1) to synthesize the main points, Report Documentation Page 13. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. 4, Options Affecting Autonomous Transit Viability 5. Report Date July 2024 6. Performing Organization, , Mohaddese Salehian, and Victoria Zorbas 8. Performing Organization Report No. 9. Performing Organization
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed31-977-22-rpt.pdf?sfvrsn=89c750dd_12011_Comparison of Resilient Modulus Values Used in Pavement Design
Final Report COMPARISON OF RESILIENT MODULUS VALUES USED IN PAVEMENT DESIGN Research, of the State of Florida Department of Transportation. This report does not constitute a standard, of this report. The engineer in charge of the project was Dr. Emmanuel G. Fernando. v vii TECHNICAL REPORT DOCUMENTATION PAGE 1. Report No. BDL76-1 2. Government Accession No. 3. Recipient's Catalog No. 4. Title and Subtitle COMPARISON OF RESILIENT MODULUS VALUES USED IN PAVEMENT DESIGN 5. Report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2011_comparison-of-resilient-modulus-values-used-in-pavement-design.pdf?sfvrsn=6eceaec2_1fdot-bdv30-977-34-rpt
Final Report Title: Synthesis Study Quantifying the Effect of UHPC Fiber Dispersion and Orientation in Structural Members FDOT Contract Number: BDV30-977-34 Submitted to The Florida, newtons N lbf/in 2 pound-force per square inch 6.89 kilopascals kPa iv TECHNICAL REPORT DOCUMENTATION PAGE 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. 4. Title, Members 5. Report Date November 2021 6. Performing Organization Code 7. Author(s) Qian Zhang, Md
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv30-977-34-rpt.pdf?sfvrsn=49a68dde_1hsip 2025 - report draft (2025-08-28)
hsip 2025 - report draft (2025-08-28), Page 1 of 157 FLORIDA HIGHWAY SAFETY IMPROVEMENT PROGRAM 2025 ANNUAL REPORT Disclaimer: This report is the property of the State Department of Transportation (State DOT). The State DOT completes the report by entering applicable information into the Federal Highway Administration’s (FHWA, the report pertaining to its State, it coordinates with its respective FHWA Division Office to ensure the report meets all legislative and regulatory requirements. FHWA’s Headquarters Office of Safety
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/11a-safetyengineering/fhwa-reports-plans/hsip-2025---report-draft-(2025-08-28).pdf?sfvrsn=84ce5693_1