9274 search results for test
7810000.impl
. Provide labeled test points for checking essential voltages. Ensure that all external connections, for each fan and filter is automatically tested once each day, and that it may be tested on command, with the International Commission on Illumination’s (CIE) requirements as detailed in Test Method A of the CIE, testing and binning according to the CIE 127 (1997) standard. Ensure e a c h p i x e l c o ntains t, be automatically tested once a day. The operational status may also be tested when the TMC or a laptop computer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/7810000.impl.pdf?sfvrsn=680da4a8_0SS7810000
. Provide labeled test points for checking essential voltages. Ensure that all external connections, for each fan and filter is automatically tested once each day, and that it may be tested on command, with the International Commission on Illumination’s (CIE) requirements as detailed in Test Method A of the CIE, testing and binning according to the CIE 127 (1997) standard. Ensure e a c h p i x e l c o ntains, be automatically tested once a day. The operational status may also be tested when the TMC or a laptop
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss7810000.pdf?sfvrsn=11779353_0SS7810000
. Provide labeled test points for checking essential voltages. Ensure that all external connections, for each fan and filter is automatically tested once each day, and that it may be tested on command, with the International Commission on Illumination’s (CIE) requirements as detailed in Test Method A of the CIE, testing and binning according to the CIE 127 (1997) standard. Ensure e a c h p i x e l c o ntains, be automatically tested once a day. The operational status may also be tested when the TMC or a laptop
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss7810000.pdf?sfvrsn=46a803_09430100Orign
that the pipe joints have been tested at the plant hydrostatically at the specified pressure using test, references to pipe joint testing, combining all references to a single location in 430-4.1 (4) Update, the parallel plate testing methodology of ASTM D 2412. Testing must be witnessed by the State Materials, relied on to maintain a tight joint. Test pipe joints at the plant hydrostatically using test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/9430100orign.pdf?sfvrsn=82636c3b_0Material Specific Sample Life Cycle Information
How to enter APL tracking sample. Video (8:12) APL Tracking Sample Test Results and Sample Submittal How to enter APL tracking test results, review the sample and submit it to FDOT. Video (4:24) Earthwork Lab/Field Testing Summary - Version 4.2 This document provides a crosswalk for Earthwork sampling and testing and targets and limits to meet the specification requirements as well as general, (1.69MB) Rolling Straightedge Test Results Q&As PDF (451KB) Ride Acceptance for Laser Profile
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/job-guide-schedule--sampling--testing--and-reporting-guide/material-specific-sample-life-cycle-information9290102.origind
: 929currentlyrequireslaboratoriestestingpozzolanstobequalified undertheLabQualificationProgram. There is no equivalent cement testing inspection for the Lab Qualification program. 921 requires cement to be tested by a CCRL inspected laboratory, to test the materials as required by 929. By changing the language in 929 to align, testing. Implementation of these changes, if and when approved, will begin with the January 2009, materials supplier’s testing laboratory must meet and maintain, at all times, the qualification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9290102.origind.pdf?sfvrsn=67eb49a0_04530405.resp
testing at the minimum temperature of the application range for the formulation being tested. Contact, 36-hour additional test specimen, shouldn’t there also be a target PSI at 36 hours, in conjunction, ......10000 psi at 14 day. Test cylinder shall have a compressive strength at least 6000 psi. Agree, of the application temperature range for the formulation being tested for at least 24 hours. Upon being, . Section has been revised to require testing at the minimum temperature of the formulation range. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/4530405.resp.pdf?sfvrsn=faf05d0d_0SP4550000DB-722
shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience on at least, to assist as required during load test setup and conducting of the load tests. Provide qualified, Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts, -bent piling/shafts, except when driving specified test piling in end bents or when the Plans show
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/design-build/sp4550000db-722.pdf?sfvrsn=47fe5644_2SP4550000DBEO-722
shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience on at least, to assist as required during load test setup and conducting of the load tests. Provide qualified, Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts, piling/shafts, except when driving specified test piling in end bents or when the Plans show
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/design-build/sp4550000db-722-eo-memo-23-01.pdf?sfvrsn=ed5ca5d7_74550501-122impl
and will not be paid for as test piling. 455-11.5 Dynamic Load Tests: Payment will be based, on test piles. For structures with 100% dynamic testing, the cost of supplying and installing embedded, sand or sand meeting the requirements of 902-3.3. In the setting of permanent and test piling, the Contractor may initially predrill holes to a depth up to 20% of the test pile length, unless, as the test piles. Where installing piles in compacted fill, predrill the holes to the elevation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/4550501-122impl.pdf?sfvrsn=e3fb61d3_24550501-122origind
and will not be paid for as test piling. 455-11.5 Dynamic Load Tests: Payment will be based, on test piles. For structures with 100% dynamic testing, the cost of supplying and installing, of permanent and test piling, the Contractor may initially predrill holes to a depth up to 10 feet or 20% of the test pile length whichever is greater, unless required otherwise by the Engineer or shown in the Plans. Predrill holes for production piles in the same manner as the test piles. Where
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/4550501-122origind.pdf?sfvrsn=f852bbef_2DCE14-09
% EDC testing into the project Specifications depending on whether test piles are or are not required, and Static Uplift Testing PDA and CAPWAP 0.65 analysis of Test Piles Davisson Compression Steel, PDA and CAPWAP 0.55 Skin analysis of Test Piles Uplift Friction Static Load Testing 0.65 1.00, Square Compression 0.85 Capacity and Static Load Testing Concrete Piles Prestressed EDC based on PDA, CAPWAP 0.80 with Embedded and Statnamic Load Testing Data Collectors EDC based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2009/dce14-09.pdf?sfvrsn=cd4c654e_09750201FHWA
Requirements: For laboratory testing, use flat test panels prepared in accordance with AASHTO R 31, Testing - Sacrificial Property Test Method Acceptance Criteria Cyclic Weather Testing AASHTO R 31, No melting or disbondment Outdoor Exposure Testing - Sacrificial Property Test Method Acceptance, Performance Requirements: For laboratory testing, use flat test panels prepared in accordance with AASHTO, based spray paint. No delamination or visual defects. Laboratory Testing - Sacrificial Property Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9750201fhwa.pdf?sfvrsn=295f4430_1SP4550000DB-722impl
: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, ) to each test pile/shaft site during the installation of the instrumentation, during the load testing, with transportation to assist as required during load test setup and conducting of the load tests, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off, during dynamic testing. During dynamic load tests, replace the pile cushion when any of the pile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/sp4550000db-722impl.pdf?sfvrsn=354b2d2_26950000-724FHWA
new equipment that fails the operational test at no cost to the Department.. Any substitute software modules submitted must be tested and approved. 6950000D01 Associated with STD 695-001and Spec, the sensor. 695-3.2.2 Test Requirements: Perform the manufacturer’s recommended on-site pre-installation test to determine the sensor’s condition using an Inductive Capacitance Resistance meter. Install only thoseReplace any sensors that pass fail the pre-installation test. Record all test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/6950000-724fhwa.pdf?sfvrsn=5ea613c7_1SectionMM84V2
. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American, DESIGN Submit the results of the laboratory trial batch tests and field demonstration of verified test, verification. 10. Perform SCC tests at the point of placement or testing station established, and testing of production concrete. Produce SCC using a central mixer at an on-site facility, Department of Transportation Florida Sampling and Testing Methods (FSTM) American Association
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/sectionmm84v2.pdf?sfvrsn=e132500b_2Section84V2redln
. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, tests and field demonstration of verified test data and inspection reports, along, -accepted consecutive QC or verification tests, which have met all plastic and hardened concrete test, , and inspection and testing of production concrete. Produce SCC using a central mixer at an on-site facility, . Florida Department of Transportation Florida Sampling and Testing Methods (FSTM) American Association
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/redline/section84v2redln.pdf?sfvrsn=7e12e443_19330502-724IMPL
Fiber Reinforced Polymer (CFRP) Strands: Meet the requirements of ACI 440.3R, B.10 – Test method, 90% of the specified ultimate strength for parallel wire assemblies. 933-5 Required Tests for Prestressing Strand and Bar. 933-5.1 General: Tests shall be performed to determine the physical characteristics of prestressing reinforcement. For tests specified to be made by the producer, submit certified test results to the Engineer prior to use. 933-5.2 Strands: 933-5.2.1 Steel Strands
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9330502-724impl.pdf?sfvrsn=28ee653d_14130304-122FHWA
with prior experience on roadway friction testing with the equipment described to perform the friction test. Please review and transmit your comments, if any, within two weeks. Comments should be sent via, with the Engineer to conduct a preliminary on-site friction test to determine the actual sand application rate, if satisfactory friction values are not achieved. Friction tests mustwill be conducted in accordance, of an independent enterprise with prior experience on roadway friction testing with the equipment described
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/4130304-122fhwa.pdf?sfvrsn=34d16d3c_2SS9720000
± 3ºF in an environmentally controlled test chamber. Testing shall be performed, ,theproducershallfurnishtotheStateMaterials Engineeracertifiedtestreportfrom an approved independent test, . The yellowness index shall not exceed 12 when tested in accordance with ASTM D 1925 or ASTM E 313, tested in accordance with ASTM E 1347. 972-4.2.4 Retroreflective Sheeting: The reflective sheeting, at the midpoint for each of four bends. The test on each post shall be completed within two minutes of removal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss9720000.pdf?sfvrsn=fa67f0ee_0