9191 search results for test
CM-665-01 Pedestrian Detection System
TERL Test Cases (Steps): PDS002 (Step 1) FORMTEXT FORMTEXT Init.: FORMTEXT 2, Inspection FORMTEXT Indicate location of requested information in submittal. TERL Test Cases, information in submittal. TERL Test Cases (Steps): PDS001 (Step 2), PDS002 (Step 3) FORMTEXT, location of requested information in submittal. TERL Test Cases (Steps): PDS001 (Step 3), PDS002 (Step 4, Inspection FORMTEXT Indicate location of requested information in submittal. TERL Test Cases (Steps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-665-01-pedestrian-detection-system.docx?sfvrsn=aca039e9_14620702-724FHWA
. a. Test for presence of chlorides and oils in discharged water before placing tendon. b. If chloride, not install permanent tendons before completion of testing as required by this Section or the Contract Documents. The only two exceptions are: a. Tendon to be tested by “Theoretical Elongation Verification” may be installed for test; and, b.Transverse tendons may be pre-installed in precast, falls outside acceptable tolerances, additional tests may be required, at the Engineer’s discretion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/4620702-724fhwa.pdf?sfvrsn=23de2b5_14710000-724origind
Performance and Testing Requirements. A Department-approved independent laboratory must perform all testing and produce the test report. Submit a test report with the following design information, with this Section and the Plans. Submit a design calculations, shop drawings, and test reports for the FRP fender, of 16:1 and a maximum span to depth ratio of 20:1. b.Three-point bending tests are acceptable. c. Test a minimum of 10 5 of the same samples of the FRP piling(s) and FRP wale(s) shown on the Shop
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/4710000-724origind.pdf?sfvrsn=c650feb9_16300003COMM
locate wire ends up beside the conduit the entire length of the bore? Should we include a test, must occur only at the top of a pull box. You need to require the wire to be tested to show it, and not placed next to or on top of the conduit. For 630-4.1, add the cost of testing the wire
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/6300003comm.pdf?sfvrsn=15118323_05270000.impl
the following minimum material property requirements when tested in accordance with the indicated Standard, testing acceptance, compare to Federal Color Standard No. 595B, Table VIII, Shade No. 36622, of the Design Standards. Submit Applications that include certified test reports from an independent
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by tensile test. Alternate testing will not be accepted. Provide certifications as specified in 965-4, upon, sampled and tested in accordance with the applicable ASTM and shall include the reportable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9650000-122impl2.pdf?sfvrsn=68fc376e_29650000-122impl
by tensile test. Alternate testing will not be accepted. Provide certifications as specified in 965-4, and tested in accordance with the applicable ASTM and shall include the reportable properties
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9650000-122impl.pdf?sfvrsn=4c9620fe_29480203-724IMPL
. Table 948-3 Stress Crack Resistance Pipe Location Test Method Test Conditions Requirement Pipe Liner, hours. (1) Oxidation Resistance Pipe Location Test Method Test Conditions Requirement Pipe Liner and/or Crown (2) OIT Test (ASTM D3895) 2 replicates (to determine initial OIT value, ) Incubation test FM 5-574 and OIT test (ASTM D3895) Three samples for incubation of 264 days at 85°C (3) . One OIT test per each sample Average of 3.0 minutes (4) (no values shall be less than
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9480203-724impl.pdf?sfvrsn=fd90a127_19710000IMP
of 40 psi [275 kPa] when tested according to ASTM D 638. A rectangular test specimen 6 by 1 by 0.05, of each coat at which the product passes testing may be placed on the QPL. When listed, Samples: Field samples will be obtained in accordance with the Department’s Sampling, Testing, ”. Traffic stripe materials shall contain no more than 3.0 ppm lead by weight in a cured state when tested, of materials are not required to be coated. Thefollowingphysicalrequirements apply: Property Test
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strength of 40 psi [275 kPa] when tested according to ASTM D 638. A rectangular test specimen 6 by 1, of each coat at which the product passes testing may be placed on the QPL. When listed, Samples: Field samples will be obtained in accordance with the Department’s Sampling, Testing, tested by EPA methods 3050 and 6010. Thematerial shall not exude fumes which are hazardous, toxic, Test Method Specification Gradation ASTM D 1214 AASHTO M 247 & FP Roundness ASTM D 1155 Min: 70
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strength of 40 psi [275 kPa] when tested according to ASTM D 638. A rectangular test specimen 6 by 1, of each coat at which the product passes testing may be placed on the QPL. When listed, Samples: Field samples will be obtained in accordance with the Department’s Sampling, Testing, tested by EPA methods 3050 and 6010. Thematerial shall not exude fumes which are hazardous, toxic, Test Method Specification Gradation ASTM D 1214 AASHTO M 247 & FP Roundness ASTM D 1155 Min: 70
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9710000ss417312f3c76e41e7b042e9ce33967fa3.pdf?sfvrsn=8d6bd458_07000000-723 FHWA
is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying test results have been submitted, in the sign can be automatically tested once a day. Ensure that the pixel status test determines, in sections that fit into available galvanizing vats. Provide magnetic particle testing on 100% of upright, operates properly during and after being subjected to the environmental testing procedures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/7000000-723-fhwa.pdf?sfvrsn=8b62410d_11040400-722FHWA
testing of materials used in construction of temporary erosion control devices other than as provided, project. When no testing is required, the Engineer will base acceptance on visual inspection. For materials that are part of the permanent work, meet the testing requirements of the applicable permanent materials. For materials not part of the permanent work, no testing is required; acceptance, of the permanent work, meet the testing requirements of the applicable permanent materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/1040400-722fhwa.pdf?sfvrsn=4f1c335b_2CompleteGL
that all sampling and testing requirements are met and enforce the requirement that all samples and tests are taken randomly? Does the field test verify this? [Spec 120-10] 10. Have an appropriate process to ensure that the correct Proctor is used when density test results are evaluated for materials, Proctor tests with a minimum frequency of one test per soil type [Spec. 125-9] 25. If Density tests fail, ] 11. Enforce the requirement that all required density test results are documented on current
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1819/completegl.pdf?sfvrsn=e2c4d4e7_0Section111-010120.cln
Components requiring such test are included in Table TBD. All Rotational Capacity testing shall, such test are included in Table TBD. All Rotational Capacity testing shall be made available, ........................................................................................ 12 11.1.18 Phased Array Ultrasonic Testing (PAUT, for Nondestructive Testing (ASNT) SNT-TC-1A, Performance Criteria for Personnel Performing Nondestructive Testing American Welding Society (AWS), Specification for AWS Accreditation of Certified Welding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/materials-manual/section111-010120-cln.pdf?sfvrsn=81421500_4SS3301102
of each lane being tested. The Engineer or these specifications may require additional testing at other, not suitable for testing with the Laser Profiler will be tested and accepted with the rolling straightedge, with 330-12.4.5. 330-12.4.2 T e s t M e t h o d : P e r f o r m all straightedge testing in accordance, in accordance with Section 102 and the Design Standards Index Nos. 607 or 619 during all testing. When traffic, prices for the asphalt items. 330-12.4.4 Process Control Testing: Assume full responsibility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss3301102.pdf?sfvrsn=cb3cff93_0SS3301102
of each lane being tested. The Engineer or these specifications may require additional testing at other, not suitable for testing with the Laser Profiler will be tested and accepted with the rolling straightedge, with 330-12.4.5. 330-12.4.2 T e s t M e t h o d : P e r f o r m all straightedge testing in accordance, in accordance with Section 102 and the Design Standards Index Nos. 607 or 619 during all testing. When traffic, prices for the asphalt items. 330-12.4.4 Process Control Testing: Assume full responsibility
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of each lane being tested. The Engineer or these specifications may require additional testing at other, not suitable for testing with the Laser Profiler will be tested and accepted with the rolling straightedge, with 330-12.4.5. 330-12.4.2 T e s t M e t h o d : P e r f o r m all straightedge testing in accordance, in accordance with Section 102 and the Design Standards Index Nos. 607 or 619 during all testing. When traffic, prices for the asphalt items. 330-12.4.4 Process Control Testing: Assume full responsibility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3301102.pdf?sfvrsn=a601fd9c_0SS5550000
does not require pressure testing, the Engineer may require at least one test. (c) A water tight pipe, . Conduct tests for joint integrity for one hour. The test for a soil tight joint allows up to 0.1, Steel ASTM A 139 Grade B (1) AWWA C200 API 2B (2) (1) No hydrostatic test required (2, Product Testing: When there is any indication that the installed product has sustained damage and may, a pressure test and reserves the right to be present during the test. Perform pressure test within 24
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not require pressure testing, the Engineer may require at least one test. (c, ASTMA139GradeB (1) AWWAC200 API2B (2) (1) Nohydrostatic test required (2) Dimensional, Product Testing: When there is any indication that the installed product has sustained damage and may, a pressure test and reserves the right to be present during the test. Perform pressure test within 24 hours unless otherwise approved by the Engineer. Furnish a copy of test results to the Engineer
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