3442 search results for REPORT NUMBER
MPOAC-Staff-Directors-Advisory-Committee-Meeting-Package-January-2020
: As may be desired. ATTACHMENT: None Item Number 4A Executive Director’s Report UPWP Report, July 1, 2019 to June 30, 2020 Item Number 4B Executive Director’s Report Legislative Update, Comments (non-agenda items) 4. Executive Director’s Report A. UPWP Report B. Legislative Update 5, to John.waldron@mpoac.org. Item Number 1 Call to Order & Pledge of Allegiance DISCUSSION: The Chair will open, . REQUESTED ACTION: None ATTACHMENT: None Item Number 2 Approval of Minutes: October 29, 2019
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2020/mpoac-staff-directors-advisory-committee-meeting-package-january-2020.pdf?sfvrsn=ac289d83_1Freight Mobility and Trade Plan Policy Element_2013-06-19
...........................................................................................1-5 Report, Governor Scott’s freight vision for Florida and passed House Bill (HB) 599, which included a number, be energized to propel Florida forward as the nation’s freight leader. Report Organization The Policy, and reviewing the structure of the plan. Next, the report summarizes a freight overview, including, , the report identifies key freight issues and the opportunities and obstacles. The report documents
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/fmtp/2014/freight-mobility-and-trade-plan-policy-element_2013-06-19.pdf?sfvrsn=56a69f8f_1fdot-bed49-977-03-rpt
t FDOT Contract Number TWO # BED49 977-03 Methods for Sealing Vertical Cracks on Concrete Structures Final Report April 2023 Prepared for: Florida Department of Transportation Rodrigo, Structures iii Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3, Structures 5. Report Date 6. Performing Organization Code 7. Author(s) Abu Ahmed Sufian and Hyung S. Lee 8. Performing Organization Report No. 9. Performing Organization Name and Address Applied
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed49-977-03-rpt.pdf?sfvrsn=fe59b27_1TIMe_4_Safety_Handbook
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-4 Figure 7. Approximate Number of Cones, ovements and $71 per hour for commercial vehicles. According to another report released by American, delay resulting from traffi c i n c i d e n t s . The report also states that the average per- minute, the number of responders who were struck by vehicles Traffi c i n c i d e n t m a n a g e m e n t p r o g r, the number of vehicles involved, extent of damage, number of lanes affected, types of injuries, etc
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cvotim/tim/archive/time_4_safety_handbook.pdf?sfvrsn=ea0fb91a_1MPOAC-Governing-Board-Committee-Meeting-Package-January-2020
Item Number 4A Executive Director’s Report UPWP Report DISCUSSION: Mr. Carl Mikyska, MPOAC, Number 4B Executive Director’s Report Legislative Update DISCUSSION: The 2020 Florida, Meeting 3. Public Comments (non-agenda items) 4. Executive Director’s Report A. UPWP Report B, ) 414-4037 or by email to John.Waldron@mpoac.org. Item Number 1 Call to Order & Pledge of Allegiance, for the Pledge of Allegiance. REQUESTED ACTION: None ATTACHMENT: None Item Number 2 Approval
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2020/mpoac-governing-board-committee-meeting-package-january-2020.pdf?sfvrsn=dbcaadbf_1WP FEATURED PROJECTS 2023
2029 PROJECT NUMBER 446192-1 448206-1 446005-1 Page 2 of 6 DESCRIPTION PROJECT SCOPE STATUS PROJECT NUMBER SEVEN MILE BRIDGE OVER MOSER CHANNEL SR5/US1 OVERSEAS HWY SEVEN MILE BRIDGE OVER, PROJECT SCOPE STATUS PROJECT NUMBER ALTON ROAD RECONSTRUCTION SR 907/ALTON ROAD FROM MICHIGAN, DESCRIPTION PROJECT SCOPE STATUS PROJECT NUMBER FLAGLER STREET PD&E SR 968/FLAGLER STREET PREMIUM, #13-2022. FDOT will evaluate operations and benefits of the Demonstration Project and report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d6_documents/wp-featured-projects-2023.pdf?sfvrsn=f4151df9_1air021113
Florida’s economy is growing and changing. Three important trends to monitor are the number, are defined as the total number of revenue passengers boarding an aircraft, including originating, . The number of enplanements has been increasing, and forecasts made in 2011 predict the continued, Department of Transportation, 2012 Table 1 details the number of enplanements handled by airports, The number of enplanements has been increasing over the past several years, and forecasts made
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/trends/tc-report/air021113_84b91b3f-e2e4-4a77-a29f-821df9a6f23a.pdf?sfvrsn=825f878c_0SS9320000
name, LOT number and date of expiration. 932-1.2.6 Bond Breaker Rod: The bond breaker rod shall, . Use according to Design Index number 21110. 932-1.3.2 P h y s i c a l R e quirements: SILICONE, a certified report that each LOT of primer material furnished to a project meets his Company’s, and product name, LOT number and date of expiration. 932-1.5 Backer Rod and Tape Bond Breakers: Backer rods, t o meric bearing pad shall be permanently marked. The marking shall consist of the order number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss93200007ac8591914024910b5eb0a8698078bfb.pdf?sfvrsn=2238aca3_0SS9320000
name, LOT number and date of expiration. 932-1.2.6 Bond Breaker Rod: The bond breaker rod shall, . Use according to Design Index number 21110. 932-1.3.2 P h y s i c a l R e quirements: SILICONE, a certified report that each LOT of primer material furnished to a project meets his Company’s, and product name, LOT number and date of expiration. 932-1.5 Backer Rod and Tape Bond Breakers: Backer rods, t o meric bearing pad shall be permanently marked. The marking shall consist of the order number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9320000.pdf?sfvrsn=58764fb4_0SP4550000DB-722AddChngFHWA
report by the divers to the Engineer indicating the results of their underwater inspection before, gauges in the test shaft to measure the distribution of the load. Ensure that the type, number, . 455-2.8 Required Reports: Submit a static load test report signed and sealed by the Specialty Engineer, in the report of the load test the following information: 1. A tabulation of the time of, and the amount, with instrument calibration certifications. In addition, submit a report showing an analysis of the results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/sp4550000db-722addchngfhwa.pdf?sfvrsn=fb57a9f8_2SP4550000DB-122FHWA
operations. Submit a written report by the divers to the Engineer indicating the results, gauges in the test shaft to measure the distribution of the load. Ensure that the type, number, . 455-2.8 Required Reports: Submit a static load test report signed and sealed by the Specialty, in the report of the load test the following information: 1. A tabulation of the time of, and the amount, calibration certifications. In addition, submit a report showing an analysis of the results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/sp4550000db-122fhwa.pdf?sfvrsn=32ba4925_27810000.FHWA
welding method. Limit the number of seams on the top of the housing to a maximum of three. Stitch weld, and that the sign will report this event when polled. Ensure that remote and local computers can read all, , or None Number Stop Bits 1 or 2 bit Ensure the sign controller has a 10/100 Base TX 8P8C port, , and to check and record an adequate number of performance characteristics to ensure compliance, and the test repeated. If a unit has been modified as a result of a failure, a report shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/7810000.fhwa.pdf?sfvrsn=3b2fa83a_04550103DB.impl
operations. Submit a written report by the divers to the Engineer indicating the results, be placed in the test shaft to measure the distribution of the load. Ensure that the type, number, substituted: 455-2.8 Required Reports: Submit a static load test report signed and sealed by the Specialty, in the report of the load test the following information: 1.Atabulationofthetime of, and the amount, . In addition, submit a report showing an analysis of the results of axial load and lateral load tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4550103db.impl.pdf?sfvrsn=a15852a2_0Chapter17 BridgesAndOtherStructures 2024
information. C.3.d Expansion Joints The number of joints should be minimized to reduce, the requirements of NCHRP Report 350 or the Manual for Assessing Safety Hardware (MASH). Non-crash, construction shall be in accordance with the MUTCD (2009 Edition with Revision Number 1 and 2, May 2012) work, . All on-system and off-system bridges are assigned a Bridge Number by the FDOT. For new bridges, a number assigned. F BRIDGE LOAD RATING AND POSTING Section 335.074, F.S. Safety Inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/review-files/chapter17-bridgesandotherstructures-2024.docx?sfvrsn=cf41b20c_1FM1-T310
) Note 1 – The serial number on both the reference block and the NDG shall match. L-NDG’s do not use, report should be used as a reference if the daily standard counts are ever in question. FLORIDA, (Proctor v alue) and multiplying by 100. 14. REPORT 14.1 Test date 14.2 Technician Identification Number (TIN) 14.3 Location of test (Station/Length, Elevation, Offset, Reference Line) 14.4 Serial number of the nuclear density gauge 14.5 Standard counts for the date of test 14.6 Test depth
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm1-t310.pdf?sfvrsn=40ad05d8_2CM-681-01 Connected Vehicle Roadside Equipment (Dev)
the product meets this requirement. Indicate specific configurations by model number or series, source data from a specified address (i.e., IP and port number) and forward that data to multiple, name or trademark as well as part number and serial number, and markings are visible after, requirements of CTI 4001. FORMDROPDOWN Provide a third party test report that demonstrates compliance with this requirement. Also, provide a completed Testing Laboratory and Report Checklist. Document Review
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-681-01-connected-vehicle-roadside-equipment-(dev).docx?sfvrsn=5f25439d_1CM-102-02 Portable Changeable Message Sign
of NEMA TS-4. FORMDROPDOWN Provide a third party test report that demonstrates compliance with this requirement. Also, provide a completed Testing Laboratory and Report Checklist and NEMA TS4 2.2.3-2.2.6, portable devices are permanently marked with the APL number, manufacturer’s name or trademark, model/part number, and date of manufacture or serial number. FORMDROPDOWN Provide drawing of PCMS that shows a place holder for the APL number. Document Review and Physical Inspection FORMTEXT Indicate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-102-02-portable-changeable-message-sign.docx?sfvrsn=498d2a28_117_Bridges_and_Other_Structures_Redlines
. 17.3.3.4 Expansion Joints The number of joints should be minimized to reduce the inspection, for TL-4 systems that meet the requirements of NCHRP Report 350 or the Manual for Assessing Safety, Number 1 and 2, May 2012)Manual on Uniform Traffic Control Devices (MUTCD) work zone traffic control, are assigned a Bridge Number by the FDOT. For new bridges, local agencies shall contact the FDOT’s local District Structures Maintenance Engineers to have a number assigned. 17.6 Bridge Load Rating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/2025/17_bridges_and_other_structures_redlines.pdf?sfvrsn=462b1040_3Segmental_Load_Rating_Example_Vargas_Redacted
A – Bridge Plans APPENDIX B – FDOT Inspection Report APPENDIX C – Load Rating Computations Bridge, was built in 1989 and the inspection report performed in 10/2/2018 lists the sufficiency rating, are applied to each vehicle loading case depending on the number of lanes being loaded. The CSi System, vehicle type based on the number of traffic lanes being loaded. For the analysis, we define HL 93, and deterioration observed during field visits or inspection reports. The latest inspection report of 10/2/2018
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/lr/segmental_load_rating_example_vargas_redacted.pdf?sfvrsn=ccdd1188_1D5-05-06-25BSN
of 1990 should send an e-mail to: contracts.admin@dot.state.fl.us or call telephone number (386, A current State of Florida Vendor Number is required prior to first-time registration; please visit, allow 24 to 48 hours for receipt of a new vendor number. Prior to placing orders, an individual shall, the contract can be executed. BE SURE THAT THE CONTRACT NUMBER IS ON EACH INSURANCE CERTIFICATE, application for P rime Contractors, statewide, to report their Bidder Opportunity List, DBE Commitments
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/may06/d5-05-06-25bsn.pdf?sfvrsn=9a826b70_1