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9320000-723FHWA
number and date of expiration. 932-1.2.5 Bond Breaker Rod: The bond breaker rod shall be a closed, with the manufacturer’s name or trademark product name, LOT number and date of expiration. 932-1.3.6, and submit a certified report that each LOT of primer material furnished to a project meets the company, and product name, LOT number and date of expiration. 932-1.3.7 Backer Rod and Tape Bond Breakers, test report for each LOT of material furnished to each project along with a statement certifying
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9320000-723fhwa.pdf?sfvrsn=7a394107_2BDV31-932-10-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_0SP4550000DB-723FHWA
to proceed with subsequent construction operations. Submit a written report by the divers, the distribution of the load. Ensure that the type, number, and location of the strain gauges, load test report signed and sealed by the Specialty Engineer to the Engineer for review, to beginning production pile/shaft construction. Include in the report of the load test the following, the load test together with instrument calibration certifications. In addition, submit a report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/sp4550000db-723fhwa.pdf?sfvrsn=d0a69c71_1FDOTTrafficPlans-Ch09&10Lighting&LabelingTools
by the lighting manufacturer or Power Company; however, they will have to generate an acceptable report that is to be submitted to FDOT for review. This report can be used by the in-house designers, of the AGI 32 element. A third option is to take the report generated from AGI 32 or another, about the selected item such as pay item number, description, symbology and Cell Name. The bottom, -digit FIN number.) 11. Click OK . This loads the selected DDB file. 12. Navigate to the Highway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/fdottrafficplans-ch09-and-10lighting-and-labelingtools_a029d85e-ca2c-4a5d-858d-36a618eb8ef9.pdf?sfvrsn=f0f15aaf_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
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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_1Section63V2cln
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_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_1Context Classification Framework for Bus Transit FINAL
elements are identified by numbered bubbles and described on the following page. White Overlay, -out Descriptions The elements identified with numbered bubbles are described and accompanied, large numbers of riders. Transit stops and shelters can serve as a placemaking element, with branding, service is infrequent and not meant to carry large numbers of riders. Transit stops and shelters can, , as the number of passengers on a bus can be greater than the number of people in cars affected. MID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/transit-facilities-design/context-classification-framework-for-bus-transit-final.pdf?sfvrsn=a53e4325_2TCARGuidanceFinalNov2016
a higher number of riders, longer distances, more quickly as compared to local transit. This TCAR, the project towards completion of a State Environmental Impact Report (SEIR) or Project Evaluation Impact Report (PEIR). Refer to Part 1, Chapter 14 of the FDOT PD&E Manual for further definition, . This balancing of the depth of detail evaluated versus number of alternatives evaluated is illustrated, and should be included in the TCAR Study report as appendices for reference purposes. Often
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Origination Form Specifications Name: Richard Stepp Specification Number: 992-1.2, 992-1.3, Requirement Median Width 22 feet Number of Lanes in Direction of Travel 3 Driver’s Side of Roadway, ” (NRTL). c. The optics shall have an IP 66 rating. Submit testing report. d.LEDs shall be capable, testing report. e. Luminaire retrofit kits shall have a IESNA light distribution curve (IES LM-79) designated by an EPA-recognized laboratory. Submit testing report. f. Luminaire retrofit kits
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/9920102int.pdf?sfvrsn=9c19b50e_1