4266 search results for REPORT NUMBER
9380000SS
. Grout bags shall indicate application, date of manufacture, LOT number and mixing instructions. Any, of the grout with this Specification. A copy of the Quality Control Data Sheet for each lot number, ** Expansion ≤ 2.0% for up to 3 hours ASTM C 940 Wet Density - Laboratory Report maximum and minimum obtained test value lb/ft 3 (kg/l) ASTM C 185 Wet Density - Field Report maximum and minimum, ” published by the Post-Tensioning Institute. Report the time to corrosion for both the grout being tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9380000ss.pdf?sfvrsn=51652525_0SS9380000
in moisture proof containers. Grout bags shall indicate application, date of manufacture, LOT number, Sheet for each lot number and shipment sent to the job site shall be provided to the Contractor, Density - Laboratory Report maximum and minimum obtained test value lb/ft 3 ASTM C 185 Wet Density - Field Report maximum and minimum obtained test value lb/ft 3 ASTM C 138 Compressive, of the “Specification for Grouting of Post- Tensioning Structures” published by the Post-Tensioning Institute. Report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9380000.pdf?sfvrsn=d766f2d3_0SS9380000
in moisture proof containers. Grout bags shall indicate application, date of manufacture, LOT number, Sheet for each lot number and shipment sent to the job site shall be provided to the Contractor, Report maximum and minimum obtained test value lb/ft 3 ASTM C 185 Wet Density - Field Report, - Tensioning Structures” published by the Post-Tensioning Institute. Report the time to corrosion, for Grouting of Post-Tensioned Structures” published by the Post-Tensioning Institute. Report the percent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9380000.pdf?sfvrsn=76efdf58_0SPI-521-509
Criteria NCHRP Report 350 TL-4; NCHRP Report 663; AASHTO LRFD Bridge Design Specifications; Structures, with the requirements of NCHRP Report 350, AASHTO Manual for Assessing Safety Hardware (MASH, of this Traffic Railing / Noise Wall to NCHRP Report 350 Test Level 5. Contact the Structures Design, environment classification. See SDG 1.4. Show and label, by name or Index number, the Traffic Railing, Wall (8'-0") - Bridge FY 2026-27 3 Payment Item number Item Description Unit Measure 521-5-22
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-509.pdf?sfvrsn=581b1188_1fdot-bdv31-977-90-rpt
.......................................................................................... 126 Final Task Report - Bearing Resistance of Cantilever Sheet Piles Page | vii 3.1.3 Total number, Final Task Report - Bearing Resistance of Cantilever Sheet Piles Page | Final Task Report, and Coastal Engineering Final Task Report - Bearing Resistance of Cantilever Sheet Piles Page | ii Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. 4. Title and Subtitle Determining Bearing Resistance of Cantilever Sheet Piles 5. Report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv31-977-90-rpt095bb481-0ff9-417f-8f9d-8f946384d0ba.pdf?sfvrsn=71a36e02_1441699-1 - CR 713 PD&E Study from I-95 to CR 714 - Kick Off Presentation (Virtual) Final
ID: 441699-1-22-02. | ETDM Number: 14501 8 TO REPORT TECHNICAL ISSUES Send an email, Financial Project ID: 441699-1-22-02 Efficient Tr a n s p o rtation Decision Making (ETDM) Number: 14501, : 441699-1-22-02. | ETDM Number: 14501 3 PROJECT TEAM Damaris Williams, P . E . , C.P . M . Project Manager, ID: 441699-1-22-02. | ETDM Number: 14501 MEETING FORMAT 4 Online: Date: Tu e sday, February 13, Number: 14501 5 RULES OF ENGAGEMENT ? This Public Kick-off Meeting is being recorded. If you
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cr713pdedocs/441699-1---cr-713-pd-e-study-from-i-95-to-cr-714---kick-off-presentation-(virtual)-final.pdf?sfvrsn=f37d6816_1444634-1_SR72_PSR_Final
and FDOT. SR 72 (Clark Road) PD&E Study – Pond Siting Report Page 2 PROFESSIONAL ENGINEER CERTIFICATION POND SITING REPORT Project: SR 72 (Clark Road) PD&E Study ETDM Number: 14441 Financial Project ID: 444634-1-22-01 Federal Aid Project Number: N/A This pond siting report contains engineering, SR 72 (Clark Road) PD&E Study – Pond Siting Report Page 1 FINAL POND SITING REPORT Florida, to Lorraine Road Sarasota County, Florida Financial Management Number: 444634-1 ETDM Number: 14441 Date
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26123/444634-1_sr72_psr_final.pdf?sfvrsn=cb5800a8_15610401.FHWA
hours of sampling. Report sample results as eight-hour Time Weighted Averages (TWA). Reestablish, sample with sample number, date and time of sampling, name of collector, and location of collection, form. Enter Record sample numbers, type of waste, amount of each sample, distribution of samples, operations and submit the test results to the Engineer within 72 hours of sampling. Report sample, with sample number, date and time of sampling, name of collector, and location of collection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/5610401.fhwa.pdf?sfvrsn=fe5634e1_0PMG PDF V14
numbers assigned to each phase of work. The Project Manager must close each phase of work, federal aid project numbers assigned to each phase of work. The Project Manager must close each, of the environmental document (for example, Category exclusion, State Environmental Impact Report, etc, should contain the original project scoping report, a summary of the key issues which each phase PM, discussed in PMG 210. When a project enters the Work Program, a Project Scoping Report is prepared
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/pmresources/pmg-pdf-v14.pdf?sfvrsn=f666662_1PMG PDF V14
numbers assigned to each phase of work. The Project Manager must close each phase of work, federal aid project numbers assigned to each phase of work. The Project Manager must close each, of the environmental document (for example, Category exclusion, State Environmental Impact Report, etc, should contain the original project scoping report, a summary of the key issues which each phase PM, discussed in PMG 210. When a project enters the Work Program, a Project Scoping Report is prepared
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/pmresources/pmg-pdf-v147c217041-a4d0-4e7a-918c-8de2c63dcded.pdf?sfvrsn=509669d4_1SPI-400-289
whether a Type I and/or Type II Connection Detail is appropriate for each Structure/Bridge Number, specify either "Type I ", "Type II", or "Type I or Type II" for each Structure/Bridge Number, FDM 265) include the Bridge Number in the plans and the Load Rating Sheet per SDG 3.15.14. When box, guidance on Estimated Quantities Report see FDM 902 Standard Plans Instructions Topic No. 625-010-003, No. 625-010-003 Index 400-289 Concrete Box Culvert Details FY 2024-25 4 Payment Item number Item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-400-289.pdf?sfvrsn=c9ea2bbe_1SPI-400-289e
whether a Type I and/or Type II Connection Detail is appropriate for each Structure/Bridge Number, specify either "Type I ", "Type II", or "Type I or Type II" for each Structure/Bridge Number, FDM 265) include the Bridge Number in the plans and the Load Rating Sheet per SDG 3.15.14. When box, guidance on Estimated Quantities Report see FDM 902 Standard Plans Instructions Topic No. 625-010-003, No. 625-010-003 Index 400-289 Concrete Box Culvert Details FY 2024-25 4 Payment Item number Item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-400-289e.pdf?sfvrsn=f299e345_1SPI-400-289
whether a Type I and/or Type II Connection Detail is appropriate for each Structure/Bridge Number, specify either "Type I ", "Type II", or "Type I or Type II" for each Structure/Bridge Number, FDM 265) include the Bridge Number in the plans and the Load Rating Sheet per SDG 3.15.14. When box, guidance on Estimated Quantities Report see FDM 902 Standard Plans Instructions Topic No. 625-010-003, No. 625-010-003 Index 400-289 Concrete Box Culvert Details FY 2025-26 4 Payment Item number Item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-400-289.pdf?sfvrsn=87cbfdea_1SPI-400-289
whether a Type I and/or Type II Connection Detail is appropriate for each Structure/Bridge Number, specify either "Type I ", "Type II", or "Type I or Type II" for each Structure/Bridge Number, FDM 265) include the Bridge Number in the plans and the Load Rating Sheet per SDG 3.15.14. When box, guidance on Estimated Quantities Report see FDM 902 Standard Plans Instructions Topic No. 625-010-003, No. 625-010-003 Index 400-289 Concrete Box Culvert Details FY 2026-27 4 Payment Item number Item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-400-289.pdf?sfvrsn=feafdd34_1E1X04RFP
Sarasota County Financial Projects Number(s): 452356-1-52-01, 452357-1-52-01 Federal Aid Project Number(s): D124-049-B, D124-050-B Contract Number: E1X04 Request for Proposal I-75 at Sumter Blvd, Foundations A11 - Survey & SUE 452356-1 zip 452357-1 zip A12 – CADD Files.zip A13 - Geotechnical Report 452356-1 Geotechnical Report for Structures Sumter Blvd – Final 452356-1 RSS Report Sumter Blvd Widening at I-75_ess 010424 452357-1 Geotechnical Report for Structures Toledo Blade Blvd_Final
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1x04/e1x04rfp.pdf?sfvrsn=3ed34e5c_1C3DSheetSetsforFDOTPlansProduction
Production 5 •Number or renumber them •Organize them in Subsets •Plot and publish them •Open, Number and the Project Manager information is vital for all sheets to be created. Select “Save, , Projects Summary Report and to confirm that the AutoCAD project has been successfully created. Civil, that allow you edit sheet names and numbers, remove sheets and even rename your drawing file itself.. - To edit names and numbers in your title blocks and in the SSM, right-click on a sheet name
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/autodesk/c3dsheetsetsforfdotplansproduction_c29dc821-af9a-4629-b24c-22be6b6c2c91.pdf?sfvrsn=7c5f7cba_0Highway Traffic Noise Updates Meeting_Presentation
Noise Spreadsheet ◦ FDOT PD&E Noise Study Report Template Step Sub-Step Value a 2.62 b 8,760 c, Length Number of Benefited Receptors at SLU #1 Number of Impacted and Benefited Receptors at SLU, 0.0 0.0 Equivalent Residential Value (ERV) Identify the number of receptors evaluated at the SLU Individual Receptor Equivalent Residential Value 0.0 Number of votes Assigned to SLU in Barrier, 1 Approximate daily hourly usage by eachperson in the areaevaluated at the SLU Number of days
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/highway-traffic-noise-updates-meeting_presentation.pdf?sfvrsn=b7c0f735_1SPI-550-011
In the Structures and/or Roadway Plans: Show and label, by name or Index number, the Bridge Fencing (Curved Top, 902 for guidance on Estimated Quantities Report. Determine if bridge fencing requires grounding, projects). Payment Item number Item Description Unit Measure 550-10-344 Fencing, Type R, 7.1 - 8.0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-550-011.pdf?sfvrsn=a0e1796d_1SPI-630-010
Standard Plans Instructions Topic No. 625-010-003 Index 630-010 Conduit Details - Embedded FY 2024-25 1 Index 630-010 Conduit Details - Embedded Design Criteria NFPA National Electric Code; Structures Detailing Manual (SDM); AASHTO LRFD Bridge Design Specifications; NCHRP Report 350, and 521-512. Plan Content Requirements The maximum number of conduits is 3 in each concrete railing, associated hardware required to complete the installation. Item Number Item Description Unit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-630-010.pdf?sfvrsn=c7c4b236_1Desktop Analysis Checklist_10032023_Protected
DESKTOP ANALYSIS AND EFFECTS DETERMINATION LETTER CHECKLIST Salutation Information Block ☐ Document Type ☐ Project Name ☐ County ☐ Project Number General Description (1A-46.001(3)(a)) and Project Specific Details ☐ Project sponsor (District), project name, and funding number ☐ Who conducted the evaluation and prepared the document, and what was the impetus for the analysis ☐ Pertinent, . An abbreviated CRAS Report will no longer be required for this specific set of circumstances; however
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/cultural-resources/desktop-anaysis-checklist_10032023_protected.docx?sfvrsn=3a8ab7d6_4