3443 search results for REPORT NUMBER
Cove Road Safety Analysis Report_final_August_2024_S&S
Cove Road Safety Analysis Report_final_August_2024_S&S, -Incapacitating Injury; Possible Injury ! ( No Injury 01234567 HSMV Report Number FIGURE 6-1 22 | Page, Cove Road PD&E Study Safety Analysis Report Florida Department of Transportation (FDOT, # 14479 Financial Project ID Number: 441700-1-22-01 August 2024 i | Page PROFESSIONAL ENGINEER CERTIFICATION SAFETY ANALYSIS REPORT I hereby certify that I am a registered professional engineer, used to develop the results contained in this report are standard to the professional practice
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cove-road-study/cove-road-safety-analysis-report_final_august_2024_s-s.pdf?sfvrsn=80bdfe31_1Disseminator_1_JAN-FEB_2024_FINAL
90 Ta l l a h a ssee, FL 32399 INSIDE THIS ISSUE 3 District Six Publishes Annual Report 4 FDOT, , Maintains Operations 12 Connecting Disconnected Places District Six Publishes Annual Report, and Operations (TSM&O) Office published its Annual Report for Fiscal Year 2022-2023 (covering July 1, 2022 through June 30, 2023). The 2022-2023 annual report theme is “Information Highway”. It, . The information highway has become just as important as the physical highway. The report states how
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/newsletters/2024/disseminator_1_jan-feb_2024_final.pdf?sfvrsn=221980ec_1MPOAC-Governing-Board-Meeting-Presentation
PUBLIC COMMENTS (NON‐AGENDA ITEMS) EXECUTIVE DIRECTOR’S REPORT A. UPWP Report B. Legislative Report UPWP Report • Accomplishments are in the packet ‐ Registrations for MPOAC Weekend Institute, ‐ Monitoring transportation legislation • Budget overall is on track MPOAC Legislative Report, – Short term rentals, preemption MPOAC Legislative Report • HB 1371/SB 1000 – Mid‐Block Crossings, easily MPOAC Legislative Report • HB 395/SB 1172 – Transportation Bill • HB 971/SB 1148
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2020/mpoac-governing-board-meeting-presentation.pdf?sfvrsn=94f1cc03_1MPOAC-Staff-Directors-Meeting-Presentation
MEETING PUBLIC COMMENTS (NON‐AGENDA ITEMS) EXECUTIVE DIRECTOR’S REPORT A. UPWP Report B. Legislative Report UPWP Report • Accomplishments are in the packet ‐ Registrations for MPOAC Weekend, ‐ Monitoring transportation legislation • Budget overall is on track MPOAC Legislative Report, and FAC – Short term rentals, preemption MPOAC Legislative Report • HB 1371/SB 1000 – Mid‐Block, Committee easily MPOAC Legislative Report • HB 395/SB 1172 – Transportation Bill • HB 971/SB 1148
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2020/mpoac-staff-directors-meeting-presentation.pdf?sfvrsn=8458ee28_17000105.FHWA
. Ifaunithasbeenmodified as a result of a failure, a report shall be prepared and submitteddelivered to the Engineer. The report shall describe the nature of the failure and the corrective action taken, the test. Ifaunithasbeenmodified as a result of a stand-alone test failure, prepare a report describing, of a system test failure, prepare a report and submitdeliver it to the Engineer prior to retesting, and extend the 30 day test period by the number of days lost by failure and repair time in lieu
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/7000105.fhwa.pdf?sfvrsn=49c6e22_0SP0090103LS-122origind
report. The dates will be the six months prior to the letting date for this Contract. ARTICLE 9-2, will certify the number of gallons of fuel (gasoline and/or diesel) used on this Contract during, -Bit.shtm. The Department will provide a computer application that will calculate and print the number, , the number of gallons will be determined assuming a mix design with 6.25% liquid asphalt weighing 8.58, or completed. The Contractor’s Certified Monthly Estimate must consist of the following: 1. Contract Number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/sp0090103ls-122origind.pdf?sfvrsn=485f7977_20090103LS-2.origind
Statewide Averages report. The dates will be the six months prior to the letting date, %. The Contractor will certify the number of gallons of fuel (gasoline and/or diesel) used, the number of gallons of bituminous material for the items that these factors represent, . For all asphalt concrete, the number of gallons will be determined assuming a mix design with 6.25, eEstimate must consist of the following: 1. Contract Number, Financial Project Identification Number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/0090103ls-2.origind.pdf?sfvrsn=6bb6a129_00090103LS.origind
Moving Statewide Averages report. The dates will be the six months prior to the letting date, that exceeds 5%. The Contractor will certify the number of gallons of fuel (gasoline and/or diesel) used, that will calculate and print the number of gallons of bituminous material for the items that these factors, estimate. For all asphalt concrete, the number of gallons will be determined assuming a mix design, must consist of the following: 1. Contract Number, Financial Project Identification Number, Estimate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/0090103ls.origind.pdf?sfvrsn=b28473ad_04620000.origind
local zone reinforcement for the number of strands or wires a particular approved PT system can, identifying assigned LOT numbers with heat or reel of material represented if applicable. (c)3. All, g t h e minimum number of splices possibleas practical. (b)2. Accurately position and align ducts, into duct within the number of calendar days specified, will result in stoppage of work, except when, . Date tendon was first installed in duct; (5)e. Reel number for strands and wires and heat number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/4620000.origind.pdf?sfvrsn=3e50aa00_0E4X48 Attachment I Samples of Existing Operations Reports
://www.fdotd4traffic.com/#/app/metrics) Attachment I ATTACHEMENT I Contents 95 EXPRESS LANES WEEKDAY DEBRIEFING REPORT, EXPRESS LANES WEEKDAY DEBRIEFING REPORT, REPORT ....................................................................... C I-595 OPERATIONS, METRICS QUARTERLY REPORT ........................................................... F ATTACHMENT I A FDOT DISTRICT 4 TSM&O 95 EXPRESS LANES WEEKDAY DEBRIEFING REPORT Crash Disabled Vehicle
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/rfp/e4x48/e4x48-attachment-i-samples-of-existing-operations-reports.pdf?sfvrsn=24c7f140_13340104-723impl
only, spread rate calculations should be rounded to the nearest whole number. Note: Plan quantities, , with the following exception: use the number of gyrations at Ndesign as defined in Table 334-4. Measure, Compaction Requirements Traffic Level Ndesign Number of Gyrations B 65 C 75 E 100 334-3.2.5 Design, for verification: 1. The design traffic level and the design number of gyrations (Ndesign). 2. The source and description of the materials to be used. 3. The Department source number and the Department product
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/3340104-723impl.pdf?sfvrsn=65fa9eb4_23340104-723origind
be rounded to the nearest whole number. Note: Plan quantities are based on a Gmm of 2.540, with AASHTO T 312, with the following exception: use the number of gyrations at Ndesign as defined, . Table 334-4 Gyratory Compaction Requirements Traffic Level Ndesign Number of Gyrations B 65 C 75 E, proposed mix design submitted for verification: 1. The design traffic level and the design number, source number and the Department product code of the aggregate components furnished from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/3340104-723origind.pdf?sfvrsn=bb1fd57f_1QUEST System - NCHRP350 - Manual
............................................................................................................................. 7 QUEST ® System Model Numbers, . Additional information can be obtained by calling the telephone numbers below: Energy Absorption, ) Report 350, 1993*, Test Level 2/70, Test Level 3/100 and Test Level 3 MOD/115 respectively for redirective, non-gating terminals and crash cushions. *A copy of the report may be obtained from, Highway Administration (FHWA) Report No. 5040.16 “Crash Cushions, Selection Criteria, and Designs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/crash-cushion/quest-system---nchrp350---manual.pdf?sfvrsn=62b61147_19900000SS
: Type Minimum S ize Minimum Number of Panel Lamps Minimum Legibility Distance B 30 by 60 inches, )Themanufacturer’s name and FDOT approval number shall be affixed on the equipment. (e, value of 35 BPN (British Pendulum Number) when tested according to ASTM E 303. Bike lane symbols, , Number 12243. 990-9 Radar Speed Display Unit. 990-9.1DisplayUnitPanelandHousing, with interchangeable numbers showing the posted speed limit above the message display. (6)Providelegend“YOURSPEED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9900000sse647fbceec87475fad48a516bd174f76.pdf?sfvrsn=edb80d1a_09900000SS
: Type Minimum S ize Minimum Number of Panel Lamps Minimum Legibility Distance B 30 by 60 inches, )Themanufacturer’s name and FDOT approval number shall be affixed on the equipment. (e, value of 35 BPN (British Pendulum Number) when tested according to ASTM E 303. Bike lane symbols, , Number 12243. 990-9 Radar Speed Display Unit. 990-9.1DisplayUnitPanelandHousing, with interchangeable numbers showing the posted speed limit above the message display. (6)Providelegend“YOURSPEED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9900000ss.pdf?sfvrsn=bd558dd7_016140000 - MP 0.517 - Intersection Safety Study FINAL - 09-14-2020
of the study intersection within the five-year time period. Crash Report Number 85621543 : An angle, , Mirmiran & Thompson, Inc. Johnson, Mirmiran, & Thompson, Inc. is authorized via Certificate Number EB, u l t s c o n t a i ned in this report were developed using procedures and references standard, of the report describes the existing physical and operational condition of the intersection at SR 544, and collision summary sheets are included in Appendix C of this report. According to the crash
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/16140000---mp-0-517---intersection-safety-study-final---09-14-2020.pdf?sfvrsn=b1c04780_1Governing-Board-Final-Meeting-MinutesAPRIL2017
comments were made. EXECUTIVE DIRECTOR'S REPORT A. UPWP REPORT Mr. Carl Mikyska, MPOAC, across a number of MPO interest areas. He then listed a number of items that the Best Practices Working, County MPO, seconded. The motion carried. AGENCY REPORT S A. FLORIDA DEPARTMENT O F, to report on the transportation system in their areas. This will assist MPOs in evaluating how well, , 2017 Highway Safety Improvement Program (HSIP) Annual Report for calendar year 2018. The MPOs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2017/governing-board-final-meeting-minutesapril2017.pdf?sfvrsn=e3662014_19320300.FHWA
of this Section following the sampling frequency and number of specimens required by ACI 440.6. 932-3.2, to the State Materials OfficeProducers shall submit to the State Materials Office (SMO), a test report, Office. The minimum number of specimens per production LOT shall be as indicated in Table 3-2, shall be subject to further investigation per ASTM E178. If the COV exceeds 6%, the number of test, enthalpy of polymerization (resin) ASTM E2160 Report value for each resin system used Minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9320300.fhwa.pdf?sfvrsn=ace22255_09160000SS
Specification Minimum/Maximum Value Original Binder Superpave PG Asphalt Binder Grade Report Qualified Products List Number Report Polymer Modifier Type As Required Report Spot Test, AASHTO, in the QC Plan. 916-1.3.4 Reporting: A monthly report by the supplier containing Specification Compliance, terminal, the asphalt supplier shall submit a test report to the State Materials Office to include all, shall submit a sample to the State Materials Office for testing before use. A pretest number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/9160000ss.pdf?sfvrsn=148560f_09160000SS
Specification Minimum/Maximum Value Original Binder Superpave PG Asphalt Binder Grade Report Qualified Products List Number Report Polymer Modifier Type As Required Report Spot Test, AASHTO, in the QC Plan. 916-1.3.4 Reporting: A monthly report by the supplier containing Specification Compliance, terminal, the asphalt supplier shall submit a test report to the State Materials Office to include all, shall submit a sample to the State Materials Office for testing before use. A pretest number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9160000ss.pdf?sfvrsn=d70e347c_0