4266 search results for REPORT NUMBER
2026FDM124QC
Report / AASHTOWare Luke S. Walker, PE Dep Abillaba, PE Specifications, TSP Specifications Package, . Walker, PE Quantity Computations EQ Report Chad Bane, PE Luke S. Walker, PE Survey and Mapping (SOR, Justification Report. For all projects, the Department PM must place the QC Document in the project file, Summary Report and submitted with each phase submittal. Spreadsheet tables are an acceptable format, , Drainage Report, Bridge Hydraulics Report, Geotechnical Report). 124.4.3 Interdisciplinary Reviews
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm124qc.pdf?sfvrsn=96269315_22026FDM124QC
Report / AASHTOWare Luke S. Walker, PE Dep Abillaba, PE Specifications, TSP Specifications Package, . Walker, PE Quantity Computations EQ Report Chad Bane, PE Luke S. Walker, PE Survey and Mapping (SOR, Justification Report. For all projects, the Department PM must place the QC Document in the project file, Summary Report and submitted with each phase submittal. Spreadsheet tables are an acceptable format, , Drainage Report, Bridge Hydraulics Report, Geotechnical Report). 124.4.3 Interdisciplinary Reviews
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm124qc.pdf?sfvrsn=5fcd6a15_2Freight 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-bdv25-977-29-rpt
BDV25-977-29 Final Report Comparing Countermeasures for Mitigating Wrong-Way Entries onto, Final Report Submitted to: Dr. Raj Ponnaluri, P.E., PTOE (PM) State Arterial Management Systems, TECHNICAL REPORT DOCUMENTATION PAGE 1. Report No. 2. Government Accession No. 3. Recipient's Catalog, Access Facilities 5. Report Date March 2017 6. Performing Organization Code 7. Author(s) Pei-Sung, Report No. 9. Performing Organization Name and Address Center for Urban Transportation Research
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/wwd/fdot-bdv25-977-29-rpt.pdf?sfvrsn=a8f11736_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_019-14-Ayithi-FoundationEngineeringInnovations
for LRFD Φ = 0.6 1.58 Number of Data Points 1,931 Design Requirement I nspection Passed q u Threshold, ) 57.0 Number of Data Points 1,931 Drilling Efficiency (%) 54% Unconfined Compressive Strength, • The number of anticipated redrives are now established during design. Be reasonable with the number, . The Geotechnical EOR provides the number of anticipated VT tests during design Currently under, SECTION 455 – DRIVEN PILES • Be reasonable with the selection of the number of anticipated VT’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/19-14-ayithi-foundationengineeringinnovations.pdf?sfvrsn=249355cf_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_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_144893815201-ESTIMATES-QUANTITIES
650 TAMPA , FLORIDA 33606 SARAH KATHLEEN WRIGHT , P .E . 84252 ESTIMATED QUANTITIES REPORT 3. Match the pay item numbers and quantities in Designer Interface for AASHTOWare Project Preconstruction™. Financial Project ID: 448938-1-52-01 Contract Number: TXXXX Project Description: STATE ROAD, Summary of Lump Sum Items Quantity Total Quantity Pay Item Number Pay Item Description Units, Quantity Secondary Quantity Location Pay Item Number Pay Item Description Units of Measure Number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-estimates-quantities.pdf?sfvrsn=e8c5fa55_17810000.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_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/16th-edition/17_bridges_and_other_structures_redlines.pdf?sfvrsn=462b1040_517_Bridges_and_Other_Structures_Rulemaking
Instructions for more information. 17.3.3.4 C.3.d Expansion Joints The number of joints should be minimized, the requirements of NCHRP Report 350 or the Manual for Assessing Safety Hardware (MASH) . • Non, Control Devices (MUTCD) MUTCD (2009 Edition with Revision Number 1 and 2, May 2012) work zone, –10 All on-system and off-system bridges are assigned a Bridge Number by the FDOT. For new bridges, a number assigned. 17.6 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/16th-edition/17_bridges_and_other_structures_rulemaking.pdf?sfvrsn=6bd9774c_1CM-660-04 Wrong Way Vehicle Detection System
Method 1 995-1.1 All equipment is permanently marked with manufacturer name or trademark, part number, and date of manufacture or serial number. FORMDROPDOWN FORMTEXT Applicant may provide comments, . Alternately, provide the Approved Product List (APL) number if the cabinet is APL listed. Document, Provide the following: A third party test report that demonstrates compliance with this requirement. A completed Testing Laboratory and Report Checklist. A completed NEMA TS2 2.2.7-2.2.9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-660-04-wrong-way-vehicle-detection-system.docx?sfvrsn=4e5266d3_1