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AppendixN
of the potential number of discharge facilities and the difficulties of determining the impact of any facility, standards are based on a number of factors which will subsequently be discussed. 1. Stormwater Management, of Florida. Final report submitted to Florida Department of Environmental Regulation, 1991. 6. Wanielista, in Urban Runoff, South Florida, USGS WRI Report 84-4329, 1985. 8. Wanielista, M.P., et. al
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide/appendixn.pdf?sfvrsn=7841fcd1_4SPI-450-210e
the actual number of beams or strand patterns exceeds the capacity of a single plan sheet using, . Report elastic and time dependent shortening effects (DIM R) at the top of the beam @ 120 days. The average of the calculated values for the top and bottom of the beam may be used. Report DIM P, Topic No. 625-010-003 Index 450-210 Series Florida-U Beams FY 2024-25 5 Payment Item number Item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-210e.pdf?sfvrsn=a9e30616_1SPI-450-210
the actual number of beams or strand patterns exceeds the capacity of a single plan sheet using, . Report elastic and time dependent shortening effects (DIM R) at the top of the beam @ 120 days. The average of the calculated values for the top and bottom of the beam may be used. Report DIM P, Topic No. 625-010-003 Index 450-210 Series Florida-U Beams FY 2025-26 5 Payment Item number Item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-450-210.pdf?sfvrsn=d2b0f68_1CM-680-01 Adaptive Signal Control System
marked with manufacturer name or trademark as well as part number and serial number. FORMDROPDOWN, FORMDROPDOWN Provide a third party test report that demonstrates the device performs all required, 2.2.7, 2.2.8, and 2.2.9. Also, provide a completed Testing Laboratory and Report Checklist and NEMA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-680-01-adaptive-signal-control-system.docx?sfvrsn=bb5335ec_1CM-685-01 Remote Power Management Unit
is permanently marked with manufacturer name or trademark, part number, and date of manufacture or serial number. FORMDROPDOWN FORMTEXT Applicant may provide comments in this field. Physical Inspection 2, , Sections 2.2.7, 2.2.8, and 2.2.9. FORMDROPDOWN Provide a first or third party test report, Testing Laboratory and Report Checklist and NEMA TS2 2.2.7-2.2.9 Checklist. Document Review
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-685-01-remote-power-management-unit.docx?sfvrsn=59cb1836_19650100-724IMPL
of inspection, welding inspector name, and inspector certification number. Table 965-1 Material, . Table 965-2 Submittal Compliance Requirements Documentation Requirements Certified Test Report, instructions Product Identification Photo Display’s the manufacturer’s name or logo and the model number, , cracking or rupturing in any manner. Certified Test Report Breakaway Meets the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9650100-724impl.pdf?sfvrsn=8cee82b7_19910105-724FHWA
Evaluation Program (NTPEP) audit report See Section 991-1.5 Product Label Photo Displays the Product, features of the product. Displays location of Manufacturer name and model number. Technical Data, . National Testing Product Evaluation Program (NTPEP) audit report See Section 991-1.5 Product Label, and model number. Technical Data Sheet, marker Uniquely identifies the product and includes product
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9910105-724fhwa.pdf?sfvrsn=7a2d897b_11080100-724origind
of the structures. Submit one report before beginning the construction operations that may affect, , dewatering and retaining wall construction. Submit the second report documenting the condition, the Engineer’s approval for the number and location of monitoring points. Survey and monitor the settlement, velocities of 0.01 inches per second or less. Obtain the Engineer’s approval of the number and locations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/1080100-724origind.pdf?sfvrsn=803067de_29910000-722impl2
(NTPEP) audit report See Section 991-1.5 Product Label Photo Displays the Product Name. Displays, of the product. Displays location of Manufacturer name and model number. Technical Data Sheet, marker, report See Section 991-2.5 Product Label Photo Displays the Product Name. Displays additional label, location of Manufacturer name and model number. Technical Data Sheet, marker Uniquely identifies
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9910000-722impl2e400744f0f394065bc02733b16635b14.pdf?sfvrsn=9839343e_29910000-722impl2
(NTPEP) audit report See Section 991-1.5 Product Label Photo Displays the Product Name. Displays, of the product. Displays location of Manufacturer name and model number. Technical Data Sheet, marker, report See Section 991-2.5 Product Label Photo Displays the Product Name. Displays additional label, location of Manufacturer name and model number. Technical Data Sheet, marker Uniquely identifies
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9910000-722impl2.pdf?sfvrsn=15bb80e0_29320303.impl
Material Requirements: Producers shall submit to the State Materials Office (SMO), a test report, . The minimum number of specimens per production LOT shall be as indicated in Table 3-2 and Table 3-3, be subject to further investigation per ASTM E178. If the COV exceeds 6%, the number of test specimens, for each bar size and report the average value of three replicates for each system -- Degree
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/9320303.impl.pdf?sfvrsn=7a0be794_06460200.FHWA
laboratory test report, and calculations and drawings showing details, notes, materials, dimensions, : Is legibly and visibly marked with the manufacturer’s name or logo and the model number. 646-2.3, submit an application in accordance with Section 6, independent laboratory test report, name or logo and the model number. 646-2.3 Anchor Bolts: Provide ASTM F1554 Grade 55 anchor bolts, 3/4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/6460200.fhwa.pdf?sfvrsn=41c4c8f5_0D9380000.do
shall indicate application, date of manufacture, LOT number and mixing instructions. Any change, with this Specification. A copy of the Quality Control Data Sheet for each lot number and shipment, by the Post-Tensioning Institute. Report the time to corrosion for both the grout being tested, Structures” published by the Post-Tensioning Institute. Report the percent bleed for the grout tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d9380000.do.pdf?sfvrsn=fb2c3b2f_06460202.FHWA
submit an application in accordance with Section 6, independent laboratory test report, g i b l y a n d v i s i b l y marked with the manufacturer’s name or logo and the model number, ). ManufacturersseekingAPLapprovalofproprietarytransformerbasesmust submit an application in accordance with Section 6, independent laboratory test report, i s i b l y marked with the manufacturer’s name or logo and the model number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/6460202.fhwa.pdf?sfvrsn=42af8186_0SS9160000
Minimum/Maximum Value Original Binder Superpave PG Asphalt Binder Grade Report Qualified Products List Number Report Polymer Modifier Type (PG 76-22 Only) Report Solubility, AASHTO T 44, evaluation of their product shall submit an application in accordance with Section 6 and include a report, . 916-1.3.4 Reporting: A monthly report by the supplier containing Specification Compliance and Quality, shall be available at the supply location for a minimum of three years. The report shall consist
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9160000.pdf?sfvrsn=fce225b5_0SS9160000
Minimum/Maximum Value Original Binder Superpave PG Asphalt Binder Grade Report Qualified Products List Number Report Polymer Modifier Type (PG 76-22 Only) Report Solubility, AASHTO T 44, a report of test results from an independent laboratory confirming the material meets the requirements, . 916-1.3.4 Reporting: A monthly report by the supplier containing Specification Compliance, reports shall be available at the supply location for a minimum of three years. The report shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9160000.pdf?sfvrsn=d7d3935b_0October-12-Staff-Directors-Meeting-packetOCT2017
carl.mikyska@mpoac.org 850.414.4062 seefloridago.org Item Number 4B Executive Director’s Report Florida Legislative, Comments (non-agenda items) 4. Executive Director’s Report A. UPWP Report B. Florida Legislative Report 5. Agency Reports A. Florida Department of Transportation B. Federal Highway Administration, to brigitte.messina@mpoac.org. Item Number 2 Approval of Minutes: June 01, 2017 DISCUSSION: Review, DIRECTOR'S REPORT A. UPWP REPORT Mr. Carl Mikyska, MPOAC Executive Director, presented the MPOAC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2017/october-12-staff-directors-meeting-packetoct2017.pdf?sfvrsn=31930352_1451270 Technical Scope_Final
. TECHNICAL SCOPE State Road Number: SR 25 Section Number: 09030-000 County: Highlands County Project, : 3.674 miles FPID No.: 451270-1 Work Mix: 0012 (Resurfacing) 1. Existing R/W Map Project Numbers: 09030-2529; Varies from 100-244 feet 2. Old Construction Project Numbers: 434986-1 (2018) Rigid, 12. Are there any old houses or buildings adjacent to the project? No 13. Number of Existing, ) was used to develop this scope report. The existing roadway components include vehicular
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............................................................................... 4-30 4.5.6 Publish Preliminary Programming Screen Summary Report ................ 4-30 4.6, Evaluation Report .................................... 4-39 4.6.9 Publish Preliminary Programming Screen Summary Report ................ 4-41 4.7 LINKING PLANNING AND ENVIRONMENTAL REVIEW, . ................................................................. 4-45 4.11 PUBLISH FINAL PROGRAMMING SCREEN SUMMARY REPORT .............. 4-47 Topic, ............................................................................... 4-50 4.13.4 Programming Screen Summary Report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/etdm/2024-etdm-manual/650-000-002_etdm_manual_ch4-effective-2024-1231.pdf?sfvrsn=7b9704b_1SP3300802.FHWA
5-549 and a report issued with the IRI reported to whole numbers. For acceptance testing purposes, by the Department in accordance with FM 5-549 and a report issued with the Ride Number (RN) reported, by the Department in accordance with FM 5-549 and a report issued with the IRI reported to whole numbers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/sp3300802.fhwa.pdf?sfvrsn=83cc5c62_0