9191 search results for test

5560102.impl

testing, the Engineer may require at least one test. 556-4.3.2 Drainage Application Testing (Under, Resin Pipe (RTRP) ASTM D2996 or ASTM D2997 ASTM D2996 or ASTM D2997 (1) No hydrostatic test required (2) Dimensional tolerances only Unless otherwise tested and approved by the Department, only, substituted: 556-4.3 Testing: 556-4.3.1 Testing Requirements: Ensure all casing joints meet the Department’s watertight pressure requirements in accordance with Section 430. Testing may consist of one

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/5560102.impl.pdf?sfvrsn=933074b6_0

5300000Comm

not test cement". Instead mention that "Provide cement from an approved source meeting, language is in conflict with each other. It mentions that it should not be tested in accordance, ): Delete the sentence "The Contractor need not test the cement or sand between the sacks in accordance, 530- 2.2.3: Absorption test method has to be described. Reference for drop test (EM 1110-2-2302, subject all materials to Independent Verification test" to "The Engineer may perform Independent

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/5300000comm.pdf?sfvrsn=4ab38fc7_0

GL-04

equipment used on this project? 120-10.1.1 9. Is the CEI ensuring that all sampling and testing requirements are met and enforcing the requirement that all samples and test are taken randomly? Does the field test verify this? [Spec 120-10] 10. Does the CEI have an appropriate process to ensure that the correct proctor is used when density tests results are evaluated for material acceptance, enforced the requirement that all required density test results are documented on current forms

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1516/gl-04.pdf?sfvrsn=5e5381a6_0

4551501.origind

, desand, test methods, and proposed testing laboratory to document test results. 6. Details, areas. 1516. Proposed schedule for test shaft installation, load tests and production shaft, the additional tests for pH value for the time required to establish consistency of the test values, slurry testing. The Department may also perform comparison tests. Provide equipment, and concrete design mixes. 11. Details of any required load tests, including equipment

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/4551501.origind.pdf?sfvrsn=f8ab4570_0

9420203.impl

 942 PRECASTCONCRETEPIPEGASKETS. (REV10-26-15)(FA1-11-16)(7-16) SUBARTICLE942-2.3isdeletedandthefollowingsubstituted: 942-2.3Certification:Themanufacturer of the gasket material shall submit to the Engineer certified test results covering each shipment of material to each project

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9420203.impl.pdf?sfvrsn=3e2d60bb_0

SS9320102

joints shall be tested according to ASTM D 5329. 932-1.2.2.1 Physical Requirements of Joint Sealants, test samples in a group of three representing a given sample of sealant shall meet this requirement, test samples in a group of three representing a given sample of sealant shall meet this requirement, product datasheets, performance test reports from an independent laboratory showing the product meets, ) is deleted and the following substituted: 932-1.3.2 Physical Requirements: SILICONE SEALANT TYPE Test

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss9320102.pdf?sfvrsn=e9da0a63_0

6200000.comm

620-4 Ground Resistance testing & Inspection, indicating that it is an acceptable resistance test method, where the fall-of-potential meter test probes cannot be deployed due to space constraints, , Measure the resistance at each accessible ground rod using a clamp-on earth tester. The measurement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/6200000.comm.pdf?sfvrsn=42374388_0

3340501.origind

was proposed by Greg Sholar of the State Materials Office to clarify that density testing for acceptance, Specifications) is deleted and the following substituted: 334-5.1.2 Acceptance Testing Exceptions, on the basis of visual inspection. The Engineer may require the Contractor to run process control tests for informational purposes, as defined in 334-4, or may run independent verification tests to determine, . Density testing for acceptance will not be performed on asphalt courses placed on bridge decks

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SS4620000

Specifications”. Test and provide written certification that anchorages meet or exceed the testing, Specifications. Test and provide written certification that the couplers meet or exceed the testing, of their post-tensioning systems for posting on riate component test and entire system test, if needed, must, and include certified test reports from an independent laboratory audited by AASHTO Materials, Office’s Approved Post Tensioning Systems List website. Test plastic components in a certified

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss4620000.pdf?sfvrsn=375ba17d_0

5260301.resp

have strength requirements, the old spec does not indicate the samples will be tested for strength. This modification seems to add testing requirements for roadway paver samples, even though, certification to the ASTM methods and eliminating all testing of samples. Arguably, successful, the pavers used in the roadway will be analyzed. It is the intent to test pavers roadway placed in the roadway for conformance to the appropriate test method in the table for all requirements including

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/5260301.resp.pdf?sfvrsn=ae3e0c30_0

4300480IMP

,theEngineermay require further testing of the pipe . If directed by the Engineer, test pipe using, of a mandrel is selected as the means of further testing, the mandrel’s diameter, length, and other, the deflection test prove that the pipe met Specifications, the Department will bear the cost of the deflection testing. TheEngineermay waive this requirement for side drains and cross drains which, percent deflection of the certified actual mean diameter of the pipe being tested. The mandrel shall

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/4300480imp.pdf?sfvrsn=c2de468d_0

4300048SS

inexcessofthatallowedbySpecification,theEngineermay require further testing of the pipe. If directed by the Engineer, test pipe using a mandrel. The mandrel shall be pulled by hand and be approved by the Engineer prior to use. If use of a mandrel is selected as the means of further testing, the mandrel’s, to the Department. Should the deflection test prove that the pipe met Specifications, the Department will bear the cost of the deflection testing. TheEngineermay waive this requirement for side drains

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4300048ss.pdf?sfvrsn=fe2777a4_0

4620101.origind

Device Acceptance Test in the AASHTO LRFD Bridge Construction Specifications. The current process does, as a substitution and requires additional testing. Proposed solution: This change proposes to make, seeking evaluation of their post-tensioning systems must submit test results to the Structures Design Office and include certified test reports from an independent laboratory audited by AASHTO, Tensioning Systems List website. Test plastic components in a certified independent laboratory

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jan11/files/4620101.origind.pdf?sfvrsn=561af72_0

3340203.impl

tests necessary at the plant and roadway for process control purposes. Enter all Process Control test, to testing volumetric samples, condition the test-sized sample for one hour ± five minutes, . 2.ForTrafficLevelCthroughEmixtures, test 4 inch specimens in accordance with FM 1-T 283. Provide a mixture having, will not use these test results in the acceptance payment decision. AddressintheQualityControl, , at a minimum, the production process, testing equipment and/or sampling methods to determine

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/3340203.impl.pdf?sfvrsn=332798a_0

9450000FHWA

by the Engineer. 945-2.3 Certification of Tests: For all aluminum materials, test certifications, the parallel plate testing methodology of ASTM D 2412 [ASTM D 2412M]. Load the deflected pipe, or associated hardware. Testing must be witnessed by the State Materials Office. When rubber gaskets, a tight joint. Test pipe joints at the plant hydrostatically using test methods in ASTM D 3212, may be sampled and tested before erection or may be accepted on the basis of the manufacturer’s

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/9450000fhwa.pdf?sfvrsn=14db9b7b_0

CM-620-02 Surge Protective Device for 120V or 120_240V Power

comments in this field. Physical Inspection TERL Test Cases (Steps): SPD002 (Step 1) FORMTEXT, ). Document Review FORMTEXT Indicate location of requested information in submittal. TERL Test Cases, : A first or third party test report that demonstrates compliance with this requirement. A completed Testing Laboratory and Report Checklist. Document Review FORMTEXT Indicate location of requested information in submittal. TERL Test Cases (Steps): SPD001 (Step 2) FORMTEXT       FORMTEXT

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-620-02-surge-protective-device-for-120v-or-120_240v-power.docx?sfvrsn=4e6d4a7d_1

News Release Archive

, 2024 FDOT Secretary Jared Perdue Testifies Before Congress March 8, 2024 Major Progress Underway, , 2023 FDOT Opens First In The Southeast Concrete Testing Facility on U.S. 301 March 14, 2023 ICYMI

https://www.fdot.gov/info/co/news/newsreleases/default.shtm

4600101int

be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum of 25% of all, shall be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum of 25, : Steel and Miscellaneous Metal Items .................Section 962 Material Testing, the records of the material testing and certification processes and component/part identification as part, Rotational Capacity (RC) testing and installation. Assemblies that exhibit a loss of lubrication

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/4600101int.pdf?sfvrsn=15ae280_1

3470000.origind

any concrete, submit the proposed mix design with compressive strength test results, tested, information may be used. Also submit three compressive strength test results tested in accordance, The strength test is defined as the average of the compressive strengths tests of three cylinders. Use, with Specification requirements. 347-4.2 Sampling and Testing: The Engineer may sample and test, , certified mill test reports). 3. A copy of the scale company or testing agency report showing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/3470000.origind.pdf?sfvrsn=33a5ddd0_0

9960103FHWA

testing procedures described in NEMA TS 2-2021, Section 2.2.7, and the vibration and shock tests, during and after being subjected to the environmental testing procedures described in NEMA TS 2-2021, during and after being subjected to the environmental testing procedures described in NEMA TS 2 2021, server performs all required functions during and after being subjected to the environmental testing, during and after being subjected to the environmental testing procedures described in NEMA TS

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/9960103fhwa.pdf?sfvrsn=56ab2001_1
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