4266 search results for REPORT NUMBER
2000702-722FHWA
and Offsets, using the Random Number generator approved by the Department. Do not perform depth, perpendicular to the roadway centerline. Report the cross slope to the nearest 0.1%. Record all, and Offsets, using the Random Number generator approved by the Department. Do not perform depth, the measuring device perpendicular to the roadway centerline. Report the cross slope to the nearest 0.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/2000702-722fhwa.pdf?sfvrsn=32da2670_29320300-122impl
Requirements: Producers shall submit to the State Materials Office (SMO), a test report of the physical, be randomly sampled at the production facility by a designee of the SMO. The minimum number, investigation per ASTM E178. If the COV exceeds 6%, the number of test specimens per production LOT may, and report the average value of three replicates for each system -- Degree of Cure ASTM E2160
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9320300-122impl.pdf?sfvrsn=4a030adc_29320303.origind
Requirements: Producers shall submit to the State Materials Office (SMO), a test report of the physical, Office. The minimum number of specimens per production LOT shall be as indicated in Table 3-2, shall be subject to further investigation per ASTM E178. If the COV exceeds 6%, the number of test, 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/internal/9320303.origind.pdf?sfvrsn=bad5678a_09320300.impl
: Producers shall submit to the State Materials Office (SMO), a test report of the physical, . The minimum number of specimens per production LOT shall be as indicated in Table 3-2 and Table 3-3, to further investigation per ASTM E178. If the COV exceeds 6%, the number of test specimens per, of Polymerization (Resin) ASTM E2160 Identify the resin system used for each bar size and report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/9320300.impl.pdf?sfvrsn=a2d6dc0_00072400.origind
: Specification Number, 7-24 Subject: Section 7, pages 60-78 Origination date: May 3, 2013 Originator, Conference. 2. Report monthly, through the Equal Opportunity Compliance System on the Department’s, workforce and equipment in the area in which they are certified. Report payments made to all DBE, : (a) the procedures adopted to comply with these Specifications; (b) the number of subordinated Contracts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/0072400.origind.pdf?sfvrsn=a91a3766_09910100-723origind
to substrate. National Testing Product Evaluation Program (NTPEP) audit report See Section 991-1.5, name and model number. Technical Data Sheet, marker Uniquely identifies the product and includes, of base to substrate. National Testing Product Evaluation Program (NTPEP) product testing report See, 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/fy-2023-24/review/internal/9910100-723origind.pdf?sfvrsn=9335a67d_144893815201-RoadwayGeotechReport
engineering information for use during design of the project. This report documents our findings and presents our engineering recommendations. This report has been prepared in accordance, indicated in this report. No other warranty, expressed or implied, is made. The soils information, on Figures 4 through 7. This report does not reflect any variations which may occur adjacent, 6-7 Report of Borings For Miscellaneous Structures Appendices: I Standard Penetration Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-roadwaygeotechreport.pdf?sfvrsn=a71992bc_1Staff-Minutes-4_30_2019-FINAL
EXECUTIVE DIRECTOR’S REPORT A. UPWP REPORT Mr. Mikyska mentioned the exceeding interest in the MPOAC, Work Program (UPWP) Report showing expenditures and budget for the third quarter of state fiscal, been tracking a number of bills and publishing a weekly newsletter for the membership. An overview, Methodology and Data Sources report was updated April 2019: It includes transit asset management measures, . o Model template for LRTP System Performance Report is being updated and will address FHWA/FTA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2019/staff-minutes-4_30_2019-final.pdf?sfvrsn=de956c2e_1Section111-102714
Specifications) Federal Highway Administration (FHWA), Report No. FHWA-SA-91- 031, High-Strength, with and understands the information presented in FHWA Report No. FHWA-SA- 91-031 (and any current, during all work periods? 6.2.3 – Does the fabricator document, report, and keep records
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section111-102714.pdf?sfvrsn=813e6eaa_1SS4600000
this material traceability in a report type format that correlates heat numbers to their respective, that fabrication facility, submittals must be numbered consecutively beginning with the number 1, , provide the following information in the plan: 1.Name, address, and facility or site number, with the supplier’s name and LOT identification number, and marked to identify the contents and size
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4600000.pdf?sfvrsn=812265b4_0SS4600000
this material traceability in a report type format that correlates heat numbers to their respective, that fabrication facility, submittals must be numbered consecutively beginning with the number 1, , provide the following information in the plan: 1.Name, address, and facility or site number, with the supplier’s name and LOT identification number, and marked to identify the contents and size
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4600000704c0d2d437c438f8b5abc833de0af3f.pdf?sfvrsn=94f55b0e_0SS4600000
this material traceability in a report type format that correlates heat numbers to their respective, , provide the following information in the plan: 1.Name, address, and facility or site number, with the supplier’s name and LOT identification number, and marked to identify the contents and size, fabricating facility and for each project within that fabrication facility, submittals must be numbered consecutively beginning with the number 1, at the start of each project. Erectors will start
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4600000.pdf?sfvrsn=19f50524_0SS4600000
this material traceability in a report type format that correlates heat numbers to their respective, that fabrication facility, submittals must be numbered consecutively beginning with the number 1, at the start, number of the fabricator. 2.Adescriptionofthefabricator’sorganizationincludingthefollowing, with the supplier’s name and LOT identification number, and marked to identify the contents and size
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4600000e782745f28d14bc28a7ee5746f91ef56.pdf?sfvrsn=2dd36b5a_0SS4600000
this material traceability in a report type format that correlates heat numbers to their respective, that fabrication facility, submittals must be numbered consecutively beginning with the number 1, at the start, number of the fabricator. 2.Adescriptionofthefabricator’sorganizationincludingthefollowing, with the supplier’s name and LOT identification number, and marked to identify the contents and size
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4600000.pdf?sfvrsn=7060f17e_045403215201-PLANS-03-SIGNALIZATION
PROJECT LOCATION URL: PROJECT LOCATION CONTRACT PLANS COMPONENTS SIGNALIZATION REPORT OF CORE, SR 684 33647 FL , TAMPA 15310 AMBERLY DRIVE, SUITE 310 DRMP, INC. P.E. 84860 LICENSE NUMBER, FOR THE SHEET NO. SHEET DESCRIPTION SIGNALIZATION PLANS REPORT OF CORE BORINGS SIGNATURE SHEET, 33647 FL , TAMPA 15310 AMBERLY DRIVE, SUITE 310 DRMP, INC. P.E. 84860 LICENSE NUMBER: BHARATHI, TELEPHONE NUMBERS CONTACT COMPANY UTILITY/AGENCY OWNERS / FOR THIS PROJECT INCLUDE: 13. UPS CABINET
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25127/45403215201-plans-03-signalization.pdf?sfvrsn=2057c2d_1Travel Demand Modeling (TDM) Manual_Using Ch 5 - Scenario Outputs
(including the number of households, population, and employment levels). By comparing the baseline, n Productions inform you of the number of trips generated at each TAZ, primarily based, , such as for trucks and commercial vehicles, they are given in-vehicle trips. The number of productions in a TAZ is typically dependent on a combination of datasets, which may include the number of dwelling units or households, the number of persons per household, income, and the availability of automobiles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/transportation-forecasting-research-hub-documents/fdot-tdmm-documents/travel-demand-modeling-(tdm)-manual_using-ch-5---scenario-outputs.pdf?sfvrsn=b777a52b_1441699-1 - CR 713 PD&E Study from I-95 to CR 714 - Public Kick-Off Meeting FAR Ad
Florida Administrative Register Volume 50, Number 23, February 2, 2024 405 Section I Notice, . Florida Administrative Register Volume 50, Number 23, February 2, 2024 406 Section II Proposed, -Inspection, USAID Number 5J-18.003 Qualified Inspectors 5J-18.004 Nondestructive Testing, with kiddie Florida Administrative Register Volume 50, Number 23, February 2, 2024 407 or non-kiddie, Volume 50, Number 23, February 2, 2024 408 (hhh) Ronald Bussink Super Wheel (iii) S & S Power Double
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cr713pdedocs/441699-1---cr-713-pd-e-study-from-i-95-to-cr-714---public-kick-off-meeting-far-ad.pdf?sfvrsn=b84c9f2d_1F4009NonTechSpecs
DEPARTMENT OF TRANSPORTATION Financial Project Number: 450053- 9 -52-01 Project Name: Roof Replacement, 14 Project Sign (Number/Name of Project, identifies the bidder, financial project number, calendar days, contract number, total contract sum, date, : The number of calendar days allowed for completion of the contract work, including authorized time extensions. When a calendar date of completion is stipulated in lieu of a number calendar days
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/fcp/f4009/f4009nontechspecs.pdf?sfvrsn=4268b5b_2DesignBuildSpecificationsjul05
or letter designation, or combination of numbers and letters, designates a specification, test, Report, Scope of Work and Service, and all other documents attached thereto; and which, together, Days necessary to complete the work in accordance with the Contract Documents and show this number of Calendar Days in the proposal. For purposes of this Contract, this number of Calendar Days, , the bidder’s address, and the Financial Project Number of the project for which the bidder submitted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/july-2005/design-build/designbuildspecificationsjul05.pdf?sfvrsn=2c955363_0Chapter8
, lined). 8.2 DESIGN SERVICE LIFE The Design Service Life (DSL) is the minimum number of years, of the number of sulfate ions present. Sulfate can cause concrete components to deteriorate, geotechnical report contains test results for the specific locations sampled, and you can use, that meet the DSL. The program also provides a generated report for documentation. An example, ) or by structure numbers. The structure numbers are listed as “Exceptions” in the “STR No.” column
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide/chapter8.pdf?sfvrsn=5119a06b_5