3442 search results for REPORT NUMBER
D9940000.do
performance life for overlay films, black process inks and lettering shall equal the number of predicted, of this Section. The certified test report shall include test results for retroreflectivity, color, , flexibility and chemical resistivity. The certified test report shall affirm the product meets all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9940000.do.pdf?sfvrsn=a4067c92_0SS1200102
Preservation 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 with a copy to the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss1200102.pdf?sfvrsn=e9ec89db_09650200-723ind
Certified Test Report Shows that product meets Moment Capacity Installation Instructions Include, and the model number. Product Photo Displays the significant features of the product as required, in any manner. Certified Test Report Breakaway Meets the requirements in the AASHTO LRFD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/9650200-723ind.pdf?sfvrsn=d86d1c28_12018FDM201DesignControls
in determining the number and configuration of lanes required and the resulting levels of service, of Service: Roadway gradients and roadside developments Number, spacing and types of crossings, the number of travel lanes increase or decrease. The FDOT Standard Plans provide guidance on accepted, the design year. Forecasted traffic demand and volume are used to establish the number of travel and turn, Analysis Report is generally required. When a PD&E study is not conducted, traffic forecasts must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2018/2018fdm201designcontrols.pdf?sfvrsn=a766b375_4SPI-460-470
Criteria NCHRP Report 350, Test Level 4; AASHTO LRFD Bridge Design Specifications, 6th Edition, crash tested in accordance with NCHRP Report 350 Test Level 4 criteria. The Standards all utilize, in size, number and location. The presence, size, number and locations of existing utilities, 10 Plan Content Requirements The appropriate Index number and Scheme number shall be shown, not required. Payment Item number Item Description Unit Measure 460-71-1 Metal Traffic Railing, Thrie
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-460-470.pdf?sfvrsn=fb47049e_1SPI-460-470
Criteria NCHRP Report 350, Test Level 4; AASHTO LRFD Bridge Design Specifications, 6th Edition, crash tested in accordance with NCHRP Report 350 Test Level 4 criteria. The Standards all utilize, in size, number and location. The presence, size, number and locations of existing utilities, 10 Plan Content Requirements The appropriate Index number and Scheme number shall be shown, not required. Payment Item number Item Description Unit Measure 460-71-1 Metal Traffic Railing, Thrie
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-460-470.pdf?sfvrsn=f2b066bf_1220-ProfessionalServicesContracts
. The TRC shall consist of an odd number of members for professional services procurements. An even number of evaluators is not permitted on professional services TRCs to reduce instances of ordinal, Analysis Report providing information on past performance with the Department for all responding, Analysis Report (if available), along with the longlist/shortlist recommendations from the TRC when, multiple contracts are being selected with one advertisement, at least two more Consultants than number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/pmresources/220-professionalservicescontractsaac052d1-2e91-4369-8405-7ddf61ec00d7.docx?sfvrsn=7ab1cc0c_1220-ProfessionalServicesContracts
participant on the TRC, to be named by the Chief Engineer. The TRC shall consist of an odd number of members for professional services procurements. An even number of evaluators is not permitted, received for a given project, and make available a Detailed Consultant Analysis Report providing, Report (if available), along with the longlist/shortlist recommendations from the TRC when determining, are being selected with one advertisement, at least two more Consultants than number of contracts being
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/pmresources/220-professionalservicescontractsea870a52-829f-4c2a-a759-3381552d7333.pdf?sfvrsn=ea0af97f_1pcshistory
to the next for the manual rating. 7) Created Python Raveling Detection based on BE939 Final Report. 8, on 01/17/2002 2) Added Ride Number to Rut Depth in 0.01 interval 3) Added R to indicate profiler reruns, and leading zero from State Road number and U.S. Road Number field. 2) Allowed laser measured rut, Forest Roads per Federal Highway Administration request. Total miles rated 530.190 Total number, ) Converted to laser profilers. 2) Used Ride Number (RN) times 20 for ride rating. 3) Ride number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pcs/pcshistory.pdf?sfvrsn=f9ff9f5_1SP4550000DB-725
the Contractor to proceed with subsequent construction operations. Submit a written report by the divers, in the test shaft to measure the distribution of the load. Ensure that the type, number, and location, : Submit a static load test report signed and sealed by the Specialty Engineer to the Engineer for review, , prior to beginning production pile/shaft construction. Include in the report of the load test, calibration certifications. In addition, submit a report showing an analysis of the results of axial
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/design-build/sp4550000db-725.docx?sfvrsn=aab76686_1SP4550000DB-724cln
the Contractor to proceed with subsequent construction operations. Submit a written report by the divers, in the test shaft to measure the distribution of the load. Ensure that the type, number, and location, : Submit a static load test report signed and sealed by the Specialty Engineer to the Engineer for review, , prior to beginning production pile/shaft construction. Include in the report of the load test, calibration certifications. In addition, submit a report showing an analysis of the results of axial
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/design-build/sp4550000db-724cln.docx?sfvrsn=c9ddd357_14620100.origind
to the Engineer identifying assigned LOT numbers with heat or reel of material represented if applicable, a t i o n s R e p o r t : 4620100 All Jobs 1. P r o v i d e Submit grouting report signed, in this report must include at a minimum, but not necessarily be limited to: a. i d e n t i f i c, p o r t : 1. P r o v i d e Submit wax injection report signed by the wax injection Contractor, the Engineer immediately of shortages or overages. 3.Information to be noted in this report must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4620100.origind.pdf?sfvrsn=379600f3_04620100.impl
manufactured reel. 2.Submit records to the Engineer identifying assigned LOT numbers with heat, of shortages or overages. 3.Information to be noted in this report must include at a minimum, of shortages or overages. 3.Information to be noted in this report must include at a minimum, o r t s : 1.Submit the test report for “Tendon Modulus of Elasticity Test” to the Engineer at least 30 days before installing tendon. 2.Submit the test report for “In-Place Wobble and Friction Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4620100.impl.pdf?sfvrsn=b6633a5_0Staff-Minutes-11_01_2018-Meeting
made. EXECUTIVE DIRECTOR’S REPORT A. UPWP REPORT Mr. Carl Mikyska, MPOAC Executive Director, presented the UPWP Report showing the expenditures and budget for the first quarter of the state, Streets Working Group effort to prepare a best practices report. The Complete Streets Working, eight topic areas. These were highlighted in a report which will be distributed to all Florida MPOs, of rooms. The Marriot’s phone number is (407) 851-9000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/staff-minutes-11_01_2018-meeting.pdf?sfvrsn=6c5d997a_1Gov-Bd-Mtg-Minutes-11_01_2018-Meeting
’S REPORT A. UPWP REPORT Mr. Carl Mikyska, MPOAC Executive Director, presented the Unified Planning Work Program (UPWP) Report showing the expenditures and budget for the first quarter of the state, practices report. The Complete Streets Working Group was formed in an effort to implement, in a report which will be distributed to all Florida MPOs and the FDOT. It will also be posted, number is (407) 851-9000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/gov-bd-mtg-minutes-11_01_2018-meeting.pdf?sfvrsn=1b9ad098_1T401 Restoring Spalled Concrete Using Concrete (6-8-23)
The Society for Protective Coatings (SSPC) report number 10 (SP 10). No rust, mill scale, epoxy, or other, a detailed report with the identified areas documented as per 401-1.2.1, indicating the square footage of each deficiency and estimated total amount of repairs. Format the report to indicate the precise, with a certified test report for the repair material(s) proposed for use and described, or outside the delaminated areas. Stop work and submit to the Engineer the report of the damages
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/otherfdotlinks/tsp-library/t401-restoring-spalled-concrete-using-concrete-(6-8-23).docx?sfvrsn=ee0adc1d_24551508-724CommResp
shafts, perform TITDS only on drilled shafts selected by the Engineer. The minimum number of shafts tested is the number of shafts indicated in the Plans. The Engineer may increase the number of shafts, report any potential defects indicated by low temperature anomalies to the Engineer. 455-17.6.1.3, and sealed report, together with all electronic data, within 48 hoursthree working days of testing. The report shall include as minimum the following items: 1. Graphs displaying all temperature
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/comments-responses/4551508-724commresp.pdf?sfvrsn=fee74b29_2v1-section92-clean
. Assigns a unique Plant number, to the Plants with accepted QC Plan. 5. Maintains a copy of the Producer’s, qualification review recommendations. A concrete Plant number will be assigned, and the required, for evaluation of the data and preparation the report regarding the most accurate test data. The IA marks, of the Appendix. SAMPLE INFORMATION 1 Financial Number: 2 Quality Control (QC) Sample Number: Verification Test (VT) Sample Number: 3 QC Sample Number in MAC: 4 VT Sample Number in MAC: 5 Design Mix Number
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/v1-section92-clean.pdf?sfvrsn=9b69bc09_3FM-SE-04 Human Factors Engineering Project Plan Template
number Approval date: insert approval date, file URL] Version Number: [insert version #] Name Date Created By: [insert author name, project identification code, when it becomes available]. Federal Aid Project Number: [Insert the federal aid project number, when it becomes available]. The Financial Project Identification Number and Federal Aid Project Number will generally not be authorized until after acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/its/projects_deploy/semp/fm-se-04-human-factors-engineering-project-plan-template.docx?sfvrsn=c0ffd0d6_4SS9320000
number and date of expiration. 932-1.2.6 Bond Breaker Rod: The bond breaker rod shall be a closed, according to Design Index number 21110. 932-1.3.2 P h y s i c a l R e quirements: SILICONE SEALANT TYPE, furnished to each project and furnish a certified report that each LOT of primer material furnished, with the manufacturer’s name or trademark and product name, LOT number and date of expiration. 932-1.5 Backer, lb/in of width in each thread direction. The number of plies shall be such as to produce
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss9320000.pdf?sfvrsn=22c6d63e_0