3467 search results for REPORT NUMBER

Florida FY21 fiscal constraint white paper FINAL 062821

to report the transportation needs of each MPO in their next LRTP updates that can also be used, will need to include specific O&M numbers for the regional level instead of the general statewide, ; the identification number is repeated in the first column for ease of reference. If projects

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/metrosupport/resources/florida-fy21-fiscal-constraint-white-paper-final-062821.pdf?sfvrsn=fd4e660f_1

9600000.FHWA2

all components of a PT system with the suppliers name, trademark, model number, and size, in fib Technical Report, Bulletin 7 titled, “Corrugated Plastic Duct for Internal Bonded Post, Report, Bulletin 7 titled, “Corrugated Plastic Duct for Internal Bonded Post-Tensioning”. Use identical test apparatus as that used for wear test with same clamping force as a function of number, ) Technical Report, Bulletin 7 titled, “Corrugated Plastic Duct for Internal Bonded Post-Tensioning

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9600000.fhwa2.pdf?sfvrsn=abefcd8_0

fdot-be965-rpt

 Final Report: Submitted to State of Florida Department of Transportation Submitted, Report Submission: February 2023 Authors: Tito Nyamuhokya, Ph.D. Assistant Research Scientist, of Transportation. iii TECHNICAL REPORT DOCUMENTATION PAGE 1. Report No. 2.Government Accession, 5. Report Date February 2023 6.Performing Organization Code 7. Author(s) Tito Nyamuhokya and Bryan T. Wilson 8.Performing Organization Report No. Report BE965-R1D 9.Performing Organization

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-be965-rpt.pdf?sfvrsn=b5ffff0a_1

44893815201-DrainageReportTechMemo

Number: 448938-1-52-01 Hendry County Prepared For: Florida Department of Transportation District 1, Stitt Ranch Road to Flaghole Road FPID NO.: 448938-1-52-01 REPORT: Drainage Design Technical, (SFWMD), ERP number 26-01170-P. Based on ERP number 26- 01170-P, the project limits have two, at: precon@sfwmd.gov. When sending a request for a pre-construction meeting, please include the application number, permit number, and contact name and phone number. 6. This permit does not authorize the permittee

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-drainagereporttechmemo.pdf?sfvrsn=ac09d94_1

SPI-536-002

 Standard Plans Instructions Topic No. 625-010-003 Index 536-002 Guardrail Transitions and Connections for Existing Bridges FY 2024-25 1 Index 536-002 Guardrail Transitions and Connections for Existing Bridges Design Criteria NCHRP Report 350 ; AASHTO LRFD Bridge Design Specifications , 6th, and will vary in size, number and location. Utilities and/or conduits are not shown on these railing typical, . Payment Item number Item Description Unit Measure 536-1-AA Guardrail - Roadway LF 536-8-AB Guardrail

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-536-002.pdf?sfvrsn=3d53290a_1

FMTP TM1_Policies, Performance Measures and Outreach

report and the (Statewide) Truck Parking Study are two major initiatives which were a result, for trucks More Transportation Choices •Increase the number of quality options for moving freight, the Infrastructure Coalition Report on Accelerating Florida Forward and is currently developing, ✔ Increase the number of quality options for moving freight to, from, and within Florida ✔ Support, to alternatively fueled freight vehicles On designated Alternative Fuels Corridors Number of alternative

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/fmtp/2020/fmtp-tm1_policies-performance-measures-and-outreach.pdf?sfvrsn=7c80a611_1

SPI-536-002

 Standard Plans Instructions Topic No. 625-010-003 Index 536-002 Guardrail Transitions and Connections for Existing Bridges FY 2024-25 1 Index 536-002 Guardrail Transitions and Connections for Existing Bridges Design Criteria NCHRP Report 350 ; AASHTO LRFD Bridge Design Specifications, in or adjacent to existing traffic railings and will vary in size, number and location. Utilities, number Item Description Unit Measure 536-1-AA Guardrail - Roadway LF 536-8-AB Guardrail –Transition

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-536-00283dd0569-746d-4dfc-b98f-c7a17bcdd9b4.pdf?sfvrsn=29ffb576_2

100 Deadliest Days of Summer

Highway Patrol Florida Highway Patrol Be a Trooper Live Traffic Crash & Road Condition Report, to establish proof of identity, proof of social security number and proof of residential address. Please, ; and Must provide documents needed to establish proof of identity, proof of Social Security number

https://www.fdot.gov/agencyresources/deadliestdays

SPI-536-002

 Standard Plans Instructions Topic No. 625-010-003 Index 536-002 Guardrail Transitions and Connections for Existing Bridges FY 2025-26 1 Index 536-002 Guardrail Transitions and Connections for Existing Bridges Design Criteria NCHRP Report 350; AASHTO LRFD Bridge Design Specifications, 6th, in size, number and location. Utilities and/or conduits are not shown on these railing typical sections, number Item Description Unit Measure 536-1-AA Guardrail - Roadway LF 536-8-AB Guardrail –Transition

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-536-002.pdf?sfvrsn=78ab9ce6_1

SPI-536-002

 Standard Plans Instructions Topic No. 625-010-003 Index 536-002 Guardrail Transitions and Connections for Existing Bridges FY 2025-26 1 Index 536-002 Guardrail Transitions and Connections for Existing Bridges Design Criteria NCHRP Report 350 ; AASHTO LRFD Bridge Design Specifications, railings and will vary in size, number and location. Utilities and/or conduits are not shown, with a zinc rich galvanizing compound in accordance with Specification 562 . Payment Item number

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-536-0024b514c34-866f-4b00-b804-27732c414337.pdf?sfvrsn=813846c0_1

New Design Criteria for SSI-G Bridges_PPT Slides_Published

equations 1.0 Background: The Road to SDG 5.13 FDOT BDK80 977-20 BDK80 977-21 NCHRP Report, -Defines SSI-G units by a case number -Provides design criteria regarding: • LGA to design an SSI-G, 1 153.3 210 Span 2 Degrees 50.0 Bridge Skew (θ) = 4.0 Number of Girders = ft 12.0 Girder

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease_test_old/new-design-criteria-for-ssi-g-bridges_ppt-slides_published.pdf?sfvrsn=439ddfca_1

3470000.FHWA

approved pit number and aggregate type/gradation. Handle the aggregates in a manner to minimize, agency report showing the observed deviations from quantities checked during calibration of the scales, number and aggregate gradation. Handle the aggregates in a manner to minimize segregation and meet

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/3470000.fhwa.pdf?sfvrsn=eabfcd6b_0

4550000DB.FHWA

the Contractor to proceed with subsequent construction operations. Submit a written report by the divers, that the type, number, and location of the strain gauges are as shown in the Plans or as directed, and the results of the test. 455-2.8 Required Reports: Submit a static load test report signed and sealed, construction. Include in the report of the load test the following information: 1. A tabulation, certifications. In addition, submit a report showing an analysis of the results of axial load and lateral

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/4550000db.fhwa.pdf?sfvrsn=f2127baf_0

D2-04-16-25BSN

or call telephone number (386)961-7510. Special accommodation requests under the Americans, . to 7 PM. To Place An Order  A current State of Florida Vendor Number is required prior to first, for more information. Please allow 24 to 48 hours for receipt of a new vendor number. Prior, and Procurement Office before the contract can be executed. BE SURE THAT THE CONTRACT NUMBER IS ON EACH, application for P rime Contractors, statewide, to report their Bidder Opportunity List, DBE

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/apr16/d2-04-16-25bsn.pdf?sfvrsn=6c7821de_1

fedaidrpt

Mileage Report Created on September 25, 2024 PAGE 1 of 344 Run Date: 25-SEPT-2024 10:22:17 Geographic District 1 thru 7 District Number by County Location Managing District 1 thru 8 District Number, County Name Emerg. Mgmt. Fund Roadway ID On/Off SHS Interstate or US Route Number State, Mileage Report PAGE 3 of 344 Run Date: 25-SEPT-2024 10:22:17 Managing District Geographical District County Name Emerg. Mgmt. Fund Roadway ID On/Off SHS Interstate or US Route Number

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/statistics/fedaid/fedaidrpt.pdf?sfvrsn=7636d658_26

4500000.FHWA2

property test report and the manufacturer’s assigned LOT number with the heat of the material represented. Verify that the report represents the steel received and that the steel meets the Contract, in ASTM E4 and ASTM E74. Ensure that the calibration report includes, the serial number, , maintain a daily activity report detailing the results of the daily Quality Control Program activities, Identification Number, jack identification number, date prestressing strands were stressed

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/4500000.fhwa2.pdf?sfvrsn=a835bd6_0

7000000-723 FHWA

on the back bottom edge with the date of installation. , APL number of the base sheeting, and Name, structures, the quantity to be paid for will be the number of overhead static sign structures, including, with the name or trademark of the manufacturer, the part number, and the date of manufacturer. Marking, . Limit the number of seams on the top of the housing to a maximum of three. Stitch weld the exterior

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/7000000-723-fhwa.pdf?sfvrsn=8b62410d_1

Federal Aid Road Report in PDF file format

Federal Aid Road Report in PDF file format, Mileage Report Created on August 28, 2023 PAGE 1 of 341 Run Date: 28-AUG-2023 01:12:05 Geographic District 1 thru 7 District Number by County Location Managing District 1 thru 8 District Number, Name Emerg. Mgmt. Fund Roadway ID On/Off SHS Interstate or US Route Number State or County, 1.029 KIWI CT 1.029 UL FA-NONE Federal Aid Mileage Report PAGE 3 of 341 Run Date: 28-AUG-2023 01, SHS Interstate or US Route Number State or County Road No. Local Name Begin Mile Point

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/statistics/docs/fedaidrpt.pdf?sfvrsn=2a8be12f_8

Florida TIM Newsletter - June 2023

six poles; the two poles that broke lose were: Pole #1 Duke Serial Number 1372, weight 5,467lbs, and Pole #2 Duke Serial Number 1368, weight 5,467lbs. » Rapid Incident Scene Clearance (RISC, of Florida (as of March 27 , 2023). That number represents roughly 36.6% of the responders in operational, | Shawn.Kinney@dot.state.fl.us 10 TIM RESPONDER • V4.I2. 2023 Every Day Counts • EDC-6 Final Report | 11 |Next-Generation, on the Move • EDC-6 Final Report TIM RESPONDER • V4.I2. 2023 11 District Six Launches Alert

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cvotim/tim/newletters/florida-tim-newsletter---june-2023.pdf?sfvrsn=e49b440_1

2025FDM231Lighting

of existing luminaire installations. Where a small number of new luminaires are added within, Notes: (1) Consider use of 2700K per the description above (2) Higher number context, the least number of fixtures while avoiding flicker effects. Adjust and re-run the daylight plus luminaire, luminaires while leaving all of the existing light poles in place. Where practical, a limited number, of Record is responsible for all necessary coordination. 231.7 Lighting Design Analysis Report Prepare

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm231lighting.pdf?sfvrsn=b6f04a62_7
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