3398 search results for REPORT NUMBER
SPI-521-511
Report 350 TL-4; AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design, in accordance with the requirements of NCHRP Report 350, AASHTO Manual for Assessing Safety Hardware, (14'-0") FY 2025-26 2 Show and label, by name or Index number, the Concrete Barrier / Noise Wall, Concrete Barrier / Noise Walls. Payment Item number Item Description Unit Measure 521-72-2 Shoulder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-511a1abb9bc-830b-4c42-add9-96509fff7172.pdf?sfvrsn=f767f6f2_1SPI-521-511
Report 350 TL-4; AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design, in accordance with the requirements of NCHRP Report 350, AASHTO Manual for Assessing Safety Hardware, (14'-0") FY 2025-26 2 Show and label, by name or Index number, the Concrete Barrier / Noise Wall, Concrete Barrier / Noise Walls. Payment Item number Item Description Unit Measure 521-72-2 Shoulder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-511.pdf?sfvrsn=e798b9ff_1SPI-521-511
Report 350 TL-4; AASHTO LRFD Bridge Design Specifications ; Structures Design Guidelines (SDG, to be crashworthy in accordance with the requirements of NCHRP Report 350 , AASHTO Manual for Assessing, Barrier/Noise Wall (14'-0") FY 2025-26 2 Show and label, by name or Index number, the Concrete, '-0" and 12'-0" tall Concrete Barrier / Noise Walls. Payment Item number Item Description Unit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-511d9de9d44-db01-421e-972c-c257470cfbb6.pdf?sfvrsn=9e3a5785_1Job Cost Accounting System Checklist
fiscal year of operation, the consultant is required to submit a Reimbursement Rate Audit Report, pursuing contracts with fees of less than $500,000, are not required to submit an audit report, : _________________ Federal ID Number: _________________ Phone Number: _________________ Accounting System
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/pdf/job-cost-accounting-system-checklist.pdf?sfvrsn=6fa94613_46460202.FHWA
in accordance with Section 6, independent laboratory test report, and calculations and drawings showing, with the manufacturer’s name or logo and the model number. 6460202 All Jobs ALUMINUM POLES, PEDESTALS, in accordance with Section 6, independent laboratory test report, and calculations and drawings showing, and the model number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/6460202.fhwa.pdf?sfvrsn=1d6c5847_0fdot-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_1FMPP January 2024 Meeting Summary_final
and MPOs to establish declining carbon dioxide (CO2) targets for reducing emissions and report, number of MPOs in the nation − 27 MPOs and 33 UZAs (urbanized areas with populations over 50,000, and measure performance for five safety metrics: Total number of fatalities Fatality rate Total number of serious injuries Serious injury rate Total number of fatalities and serious, injuries, The State is now seeing an increase in the number and rate of fatalities in this area. o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/metrosupport/fmpp/2024_1-january/fmpp-january-2024-meeting-summary_final.pdf?sfvrsn=217f6424_1SPI-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 2024-25 3 Payment Item number Item Description Unit Measure 521-5-22
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-521-509.pdf?sfvrsn=78ecd96c_1OOM_20240319_DSME-Memo-24-01-Modifications-to-Procedure-850-010-030
, FL 32399-0450 JARED W. PERDUE, P.E. SECRETARY www.fdot.gov D SME MEMORANDUM NUMBER 2 4 -01 DATE, inspection report recommendations, consult and coordinate with local governments regarding, : 3.7.2.3 Monthly Critical Bridge Deficiency Report to the FHWA The National Bridge Inspection Standards, is identified. The following procedure shall be used to report critical findings to the FWHA, : the bridge number; facility carried; feature intersected; the date of the last inspection; a brief
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/memos/oom_20240319_dsme-memo-24-01-modifications-to-procedure-850-010-030.pdf?sfvrsn=b3b5e6ce_1SPI-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 2025-26 3 Payment Item number Item Description Unit Measure 521-5-22
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-509.pdf?sfvrsn=17497acd_19740100-724origind
. 5. Friction material source and rate of application. 6. Number of coats and the thickness of each, . 3. Show the color, date of manufacture, and lot number. 4. Warning of any special handling, or property. Independent Laboratory Test Report Glass elements shall contain no more than 200 ppm, (EPA) Testing Methods 3052, 6010B, and 6010C. Independent Laboratory Test Report Report color, Testing Report Dynamic Friction Test (DFT40) value of 40 or greater in accordance with [FM 5-622
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9740100-724origind.pdf?sfvrsn=8c9235ff_19380000SS
. 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/2005/january-2005/workbook/9380000ss.pdf?sfvrsn=1e3a6a62_01200602.FHWA
in the request the Project Identification Number, the County, a description of the property with Township, archaeological services to complete an historical and archaeological survey report. Submit the report to the DHR with a copyand to the Department. The Engineer will determine final approval, Officer, Tallahassee, FL. As a minimum, include in the request the Project Identification Number, an historical and archaeological survey report. Submit the report to the DHR and to the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/1200602.fhwa.pdf?sfvrsn=4cae5ab8_09380000SS
. 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_0Transit and Affordable Housing Final_Report_TM5_v3
Affordable Housing & Transit Final Report August 2020 ii Affordable Housing & Transit Final Report Contents List of Acronyms, Report Lessons Learned, ................................................................................................129 iv Affordable Housing & Transit Final Report Recommendations, Housing ......152 v Affordable Housing & Transit Final Report FIGURES Figure 1: ALICE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/transit-planning-resources/transit-and-affordable-housing-final_report_tm5_v3_0d707638-6ce2-46a8-bf0d-9b4dc3736da2.pdf?sfvrsn=5240a292_2SPI-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_1