4272 search results for REPORT NUMBER
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_1D2-04-16-25BSN
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_1SP4550000DB 7-20
. Submit a written report by the divers to the Engineer indicating the results of their underwater, 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, a report showing an analysis of the results of axial load and lateral load tests in which soil
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/design-build/sp4550000db-7-20.pdf?sfvrsn=5b0af588_5SPI-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_1FMTP 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_1SPI-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_2100 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/deadliestdaysSPI-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_1SPI-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_1New 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_13470000.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_0Certified Bridge Inspector Sort by Letter
Requirements in Florida" please report the dates and course name along with your CBI number, CBI Alpha Sort Number First Name Last Name Valid* 00292 Yolanda M. Aaron / / 00364 Luis Abad 1/1/2020 00145 Robert B. Abbe / / 00165 Armando Acosta / / 00239 Manuel J. Aguila / / 00211 Osvaldo E. Aguilera / / 00539 Charles James Ahrens 1/1/2020 00401 Roger L. Aker 1/1/2020 00386 Matthew Akers 1/1/2020 00043 William A. Alford / / 00505 Mohammed Azim Alvi 1/1/2020 00238 Luis D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/in/cbi-alpha-jan-2019-internet_87aee867-aca0-4188-8e79-2ac177ef4d72.pdf?sfvrsn=2c9530ac_0SPI-536-002
Standard Plans Instructions Topic No. 625-010-003 Index 536-002 Guardrail Transitions and Connections for Existing Bridges FY 2026-27 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/2027/spi/spi-536-002.pdf?sfvrsn=11abe877_14550000DB.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_07000000-723 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_14500000.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_0Florida 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_12025FDM231Lighting
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_72025FDM231Lighting
. Where a small number of new luminaires are added within the limits of existing corridor lighting, ) Consider use of 2700K per the description above (2) Higher number context classifications may apply (3, is to meet the average luminance requirement using the least number of fixtures while avoiding flicker, , a limited number of light poles may be added or removed as needed to meet the design requirements. Do, Lighting Design Analysis Report Prepare a Lighting Design Analysis Report (LDAR) that provides
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm231lighting.pdf?sfvrsn=1b5d719_1Structures-Construction academy Randell 2025 with notes1
Tracking Log (number, status, status of EOR review, etc.) • Schedule of submittals required, of these include submittal number, the date the EOR sent the submittal back to the Contractor and the total, ) • Request for Correction (RFC) • Request for Modification (RFM) • Nonconformance Report (NCR; aka RFC, : the number of cracks, average crack width, length of cracks taken into account • CPAM Section, Detailing Manual (SDM) and is critical for laying out the number of braces needed during the different
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2024-fall-construction-academy/structures-construction-academy-randell-2025-with-notes1.pdf?sfvrsn=22864be9_1