4266 search results for REPORT NUMBER
9900000.FHWA
portable devices shall be permanently marked with the APL number, manufacturer’s name or trademark, model/part number, and date of manufacture or serial number. 990-3.1.1 Electrical Systems, name and FDOT approval number shallmust be affixed on the equipment. 990-3.2 Portable Arrow Board, Minimum Number of Elements Minimum Legibility Distance B 30 by 60 inches 13 3/4 mile C 48 by 96, capability to mount a 24 inches by 30 inches regulatory sign with interchangeable numbers showing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/9900000.fhwa.pdf?sfvrsn=95064970_0reference-guide-for-state-expenditures
of Financial Services to provide the capability for State Agencies to report their contracts, include: 1) The appropriation line item number. 2) Justification for advancing funds beyond, ). On the contrary, a report could be a deliverable. For example, reports that provide conclusions, to the level of services provided during the reporting period (payment period). In some instances, a report, number or other code by which the voucher can be readily traced to the confidential records maintained
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/docs/reference-guide-for-state-expenditures.pdf?sfvrsn=3a2b828b_1Pt1Ch4_073124_clean
, and mitigation of potential project impacts. The Programming Screen Summary Report summarizes recommendations and results from the ETAT reviews. FDOT uses the report to advance or focus analyses, . The ETDM Programming Screen Summary Report also contains screening documentation of project, process are documented in the Alternative Corridor Evaluation Report (ACER) . The ACER should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/2024/pt1ch4_073124_clean.pdf?sfvrsn=96967a6e_14551508-724FHWA
, perform TITDS only on drilled shafts selected by the Engineer. The minimum number of shafts tested is the number of shafts indicated in the Plans. The Engineer may increase the number of shafts, tubes immediately after the testing has been completed. 4551508D01 Immediately report any, Reports: Submit the TITDS data and analysis results to the Engineer in a signed and sealed report, together with all electronic data, within 48 hoursthree working days of testing. The report shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/4551508-724fhwa.pdf?sfvrsn=749486ee_203-21-2023- CMB Presentation
as options when planning events. ▪ SG-5707 - Option to not open a report on completion (only email, a Roadway filter for the "Quarterly Incident Duration Full Detail” Report. ▪ Like i n the Performance, Board 66 Enhancement o Add all event numbers fo r e vents where the Road Ranger is currently
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/its/projects_deploy/cmb/presentations/03-21-2023--cmb-presentation.pdf?sfvrsn=a66fc2a4_1SunGuide Database Storage Guidelines
_Storage_Guidelines_v2-4.docx Version Number 2.4 Name Date Created By: Steve Novosad, PBS&J 9/9/2010, related to events, grow significantly due to the large number of transactions that take place. FDOT, of these tables grow rapidly, likely due to the number of traffic sensors deployed by a District, is different. The top number in each cell is the number of rows that are contained in the tables. The bottom number is the estimated size of the table in bytes. The size was calculated based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/training/sunguide-database-storage-guidelines.pdf?sfvrsn=71962c91_12011-07-01_SunGuide_Database_Storage_Guidelines_v3 0
_Storage_Guidelines_v2-4.docx Version Number 2.4 Name Date Created By: Steve Novosad, PBS&J 9/9/2010, related to events, grow significantly due to the large number of transactions that take place. FDOT, of these tables grow rapidly, likely due to the number of traffic sensors deployed by a District, is different. The top number in each cell is the number of rows that are contained in the tables. The bottom number is the estimated size of the table in bytes. The size was calculated based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/documents/training/operator/2011-07-01_sunguide_database_storage_guidelines_v3-0.pdf?sfvrsn=329ec2da_12011-07-01_SunGuide_Database_Storage_Guidelines_v3 0
_Storage_Guidelines_v2-4.docx Version Number 2.4 Name Date Created By: Steve Novosad, PBS&J 9/9/2010, related to events, grow significantly due to the large number of transactions that take place. FDOT, of these tables grow rapidly, likely due to the number of traffic sensors deployed by a District, is different. The top number in each cell is the number of rows that are contained in the tables. The bottom number is the estimated size of the table in bytes. The size was calculated based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/documents/training/database/2011-07-01_sunguide_database_storage_guidelines_v3-0.pdf?sfvrsn=89e64241_1SunGuide Database Storage Guidelines
_Storage_Guidelines_v2-4.docx Version Number 2.4 Name Date Created By: Steve Novosad, PBS&J 9/9/2010, related to events, grow significantly due to the large number of transactions that take place. FDOT, of these tables grow rapidly, likely due to the number of traffic sensors deployed by a District, is different. The top number in each cell is the number of rows that are contained in the tables. The bottom number is the estimated size of the table in bytes. The size was calculated based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/tsc-hms/sunguide-database-storage-guidelines.pdf?sfvrsn=fa3458cf_1SPI-450-450
equation and Figure 3 to determine the width and number of FSBs, and the width of the gaps between them, ] NFSB = Total number of FSBs used for a given bridge width WFSB = Width of a single typical FSB; 4, to determine the width and number of FSBs, and the width of the gaps between them, for the following, in Figure 17 and include it in the plans. Use additional sheets when the actual number of FSBs or strand, numbers and locations of Bars 3C, 4D3, 5E1, 5E2 and 4K using Index 450-450, Partial Plan Views
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-450.pdf?sfvrsn=98ab1b01_1SPI-450-450e
equation and Figure 3 to determine the width and number of FSBs, and the width of the gaps between them, ] NFSB = Total number of FSBs used for a given bridge width WFSB = Width of a single typical FSB; 4, to determine the width and number of FSBs, and the width of the gaps between them, for the following, " as shown in Figure 17 and include it in the plans. Use additional sheets when the actual number, . Establish the required numbers and locations of Bars 3C, 4D3, 5E1, 5E2 and 4K using Index 450-450
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-450e.pdf?sfvrsn=3a8acd4a_1SPI-450-450
equation and Figure 3 to determine the width and number of FSBs, and the width of the gaps between them, ] NFSB = Total number of FSBs used for a given bridge width WFSB = Width of a single typical FSB; 4, to determine the width and number of FSBs, and the width of the gaps between them, for the following, in Figure 17 and include it in the plans. Use additional sheets when the actual number of FSBs or strand, numbers and locations of Bars 3C, 4D3, 5E1, 5E2 and 4K using Index 450-450, Partial Plan Views
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-450-450.pdf?sfvrsn=236c0759_1SPI-450-450
equation and Figure 3 to determine the width and number of FSBs, and the width of the gaps between them, ] NFSB = Total number of FSBs used for a given bridge width WFSB = Width of a single typical FSB; 4, to determine the width and number of FSBs, and the width of the gaps between them, for the following, in Figure 17 and include it in the plans. Use additional sheets when the actual number of FSBs or strand, numbers and locations of Bars 3C, 4D3, 5E1, 5E2 and 4K using Index 450-450, Partial Plan Views
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-450-450.pdf?sfvrsn=d047ae67_1Final-Gov-Bd-Mtg-Minutes
. PUBLIC COMMENTS No public comments were made. 3 EXECUTIVE DIRECTOR’S REPORT AGENCY REPORTS A. UPWP REPORT Mr. Carl Mikyska, MPOAC Executive Director, presented the UPWP Report for the current, Applications on Autonomous Vehicles is being conducted by the University of Florida. The final report, report entitled “Transportation Performance Management: MPO FAQs from FHWA/FTA/FDOT/MPO One on One, /MPO equivalent data sources (PM3). o FDOT to report BR/Pvmt/Sys Perf Targets to FHWA. o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/final-gov-bd-mtg-minutes.pdf?sfvrsn=3a17b378_1Pt1Ch16_073124_clean
Delegation Number: 0170.1 (USCG, 2004) . Bridge permits and permit amendments are the USCG documents, coordination with USCG. In this case FDOT prepares a State Environmental Impact Report (SEIR) or Non-Major, the proposed project purpose and need statement. The USCG may request a Navigation Impact Report, the report includes navigation data on the subject waterway, as well as information on the types of vessels, to the bridge and waterway in the project location. When required, a Navigation Impact Report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/2024/pt1ch16_073124_clean.pdf?sfvrsn=1b8b7112_1Special Provisions Workbook January 2018
Information Required. Changes to: 2-4. SP0020400 All Jobs (add a phone number or email address) Do, Information Required. Changes to: 2-4. SP0020400-60day Jobs with 60-day Ads. (add a phone number, ) SUBARTICLE 2-5.1 is expanded by the following: Establish the number of calendar days necessary to complete the work in accordance with the Contract documents and show this number of calendar days in the proposal. For purposes of this Contract, this number of calendar days will serve as the Original
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/workbook/special-provisions-workbook-january-2018.pdf?sfvrsn=c66d2d8d_1v1-section3.1-clean
a Mix Design Summary Report via the Materials Acceptance and Certification system (MAC), in person, the data into the Department’s database. Request a Mix Design Summary Report using MAC and review, by delineation or an Engineering Analysis Report (EAR) should not be initiated for suspect data, for specification compliance and report the results to District staff. All data will be entered into MAC, and split it into the appropriate number of samples. DMRO staff should provide detailed instructions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/v1-section3-1-clean.pdf?sfvrsn=f5d4a7b_2D5560000.do
as indicated by the soil investigation report. 556-3.4 Damage Restoration: Take responsibility, Documentation Requirements. 556-6.1 Boring Path Report: Furnish a Bore Path Report to the Engineer, 30 calendar days. No payment will be made for directional boring work until the Bore Path Report has been delivered to the Department. Include the following information in the report: (a)Locationofprojectand financial project number including the Permit Number when assigned. (b)Name of person
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5560000.do.pdf?sfvrsn=a9cb04cb_0D5560000.do
as indicated by the soil investigation report. 556-3.4 Damage Restoration: Take responsibility, Documentation Requirements. 556-6.1 Boring Path Report: Furnish a Bore Path Report to the Engineer, 30 calendar days. No payment will be made for directional boring work until the Bore Path Report has been delivered to the Department. Include the following information in the report: (a)Locationofprojectand financial project number including the Permit Number when assigned. (b)Name of person
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5560000.doa2c1e3533b414c8eba93cc5719ef61ed.pdf?sfvrsn=24dda4b1_0441699-1 - CR 713 PD&E Study from I-95 to CR 714 - Public Hearing Boards
Martin Hwy in Martin County Financial Project ID Number: 441699-1-22-02 | ETDM Number: 14501 Pu b l, Number: 441699-1-22-02 | ETDM Number: 14501 PROJECT LO C AT I O N M a p p s C r e e k M a p, Financial Project ID Number: 441699-1-22-02 | ETDM Number: 14501 WHAT I S A P D & E STUDY? A Project, Project ID Number: 441699-1-22-02 | ETDM Number: 14501 Improve capacity fo r l o c a l a n d regional, Financial Project ID Number: 441699-1-22-02 | ETDM Number: 14501 SW High Meadow Ave BEGIN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cr713pdedocs/441699-1---cr-713-pd-e-study-from-i-95-to-cr-714---public-hearing-boards.pdf?sfvrsn=15aa49bb_1