3443 search results for REPORT NUMBER
FY2024-25eBookFINALcomp(signed and sealed)R2
by a number or letter designation, or combination of numbers and letters, designates a specification, test, ,” or “Notice to Bidders.” Article. The numbered prime subdivision of a Section, revisions thereto issued during construction), Estimated Quantities Report, Standard Plans, Addenda, the bid proposals. Contract Time. The number of calendar days allowed for completion of the Contract, and acceptable completion of the work. Estimated Quantities Report. The Estimated Quantities Report contains
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/ebook/fy2024-25ebookfinalcomp(signed-and-sealed)r2.pdf?sfvrsn=c411cd67_1FY2024-25eBookFINALcomp-REVISED3-4-24
abbreviations, when followed by a number or letter designation, or combination of numbers and letters, issued as “Notice to Contractors,” or “Notice to Bidders.” Article. The numbered prime subdivision, Quantities Report, Standard Plans, Addenda, or other information mailed or otherwise transmitted, . The date that the Department opened the bid proposals. Contract Time. The number of calendar days, . Estimated Quantities Report. The Estimated Quantities Report contains pay item and quantity information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/ebook/fy2024-25ebookfinalcomp-revised3-4-24.pdf?sfvrsn=16ab03d_1FY2024-25eBookFINALcomp-REVISED1-24-24
of the above abbreviations, when followed by a number or letter designation, or combination of numbers, , usually issued as “Notice to Contractors,” or “Notice to Bidders.” Article. The numbered prime, ), Estimated Quantities Report, Standard Plans, Addenda, or other information mailed or otherwise, . Contract Letting. The date that the Department opened the bid proposals. Contract Time. The number, of the work. Estimated Quantities Report. The Estimated Quantities Report contains pay item and quantity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/ebook/fy2024-25ebookfinalcomp-revised1-24-24.pdf?sfvrsn=15b17f9c_1FY2024-25eBookFINALcomp(signed and sealed)R
followed by a number or letter designation, or combination of numbers and letters, designates, to Contractors,” or “Notice to Bidders.” Article. The numbered prime subdivision of a Section, (including revisions thereto issued during construction), Estimated Quantities Report, Standard Plans, opened the bid proposals. Contract Time. The number of calendar days allowed for completion, and acceptable completion of the work. Estimated Quantities Report. The Estimated Quantities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/ebook/fy2024-25ebookfinalcomp(signed-and-sealed)r.pdf?sfvrsn=e4025026_1FY2024-25eBookFINALcomp
of the above abbreviations, when followed by a number or letter designation, or combination of numbers, , usually issued as “Notice to Contractors,” or “Notice to Bidders.” Article. The numbered prime, ), Estimated Quantities Report, Standard Plans, Addenda, or other information mailed or otherwise, . Contract Letting. The date that the Department opened the bid proposals. Contract Time. The number, of the work. Estimated Quantities Report. The Estimated Quantities Report contains pay item and quantity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/ebook/fy2024-25ebookfinalcomp.pdf?sfvrsn=62b840b6_1FY2024-25eBookFINALcomp(signed and sealed)
followed by a number or letter designation, or combination of numbers and letters, designates, to Contractors,” or “Notice to Bidders.” Article. The numbered prime subdivision of a Section, (including revisions thereto issued during construction), Estimated Quantities Report, Standard Plans, opened the bid proposals. Contract Time. The number of calendar days allowed for completion, and acceptable completion of the work. Estimated Quantities Report. The Estimated Quantities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/ebook/fy2024-25ebookfinalcomp(signed-and-sealed).pdf?sfvrsn=1ff18897_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 2024-25 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/2025/spi/spi-521-511.pdf?sfvrsn=69821d12_13380502int
, with the exception that the number of readings per LOT will be one every 20 feet. For a partial LOT, and sealed engineering analysis report, demonstrating the actual extent of the distressed area(s, . (3) Ride: Ride Number (RN) and International Roughness Index (IRI) to be established by Laser, engineering analysis report, demonstrating the actual extent of the distressed area(s). Remedial work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/3380502int.pdf?sfvrsn=cfea30b8_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-521-511a1abb9bc-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_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_0