8976 search results for test

9750600.FHWA

of the State Materials Office to remove the outdoor testing requirements as a condition for QPL approval and clarify the laboratory testing requirements for Class 5 Applied Finish Coatings. Instead of outdoor testing requirements, the manufacturer will submit test panels for Department testing, and performance for a period of 5 years. Outdoor Exposure Testing Requirements Property Test M e t h o d R, tests. Coating performance shall meet the following requirements: Laboratory Testing Property

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4510701.impl

, and at his discretion, may increase or decrease the number of tests. . Perform creep testing, test on forms approved by the Engineer, such as the testing forms provided in the appendix, the test results to the Engineer on a weekly basis within one week of testing. Do not apply a load, (0.80 DL), suspend the test, unload the anchor being tested, recalibrate the load cell, jack, or pressure gauge, or reference gauge) prior to resuming testing. Perform additional performance tests

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/4510701.impl.pdf?sfvrsn=13b35068_0

2000000.FHWA

of the length of one LOT. Perform five QC density tests at random locations within the test section, tests and a Department Verification test must meet the density required by 200-7.2.1. Identify, reduced frequency of testing. If the Verification test fails, and Quality Control test data, . If the Verification test results are deficient, the requirements resolve deficienciesRepeat acceptance testingof, Resolution testing. The material will be sampled and tested in accordance with FM 1-T 180, Method D

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2000000.fhwa

of the length of one LOT. Perform five QC density tests at random locations within the test section, tests and a Department Verification test must meet the density required by 200-7.2.1. Identify, reduced frequency of testing. If the Verification test fails, and Quality Control test data, . If the Verification test results are deficient, the requirements resolve deficienciesRepeat acceptance testingof, Resolution testing. The material will be sampled and tested in accordance with FM 1-T 180, Method D

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4620000.impl

or less, perform a fluidity test on a per batch basis. For fluidity tests done on a per batch basis, -compliance of the wick induced bleed test. (g)Donotre-start grouting operations until such time that testing, for PT system and component testing; however, subcomponents of approved systems may be eliminated, )Donotinstallpermanent tendons before completion of testing as required by this Section or the Contract, be installed for test; and, (2)Transverse tendons may be pre-installed in precast segmental boxes

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1600000.origind

. 160-43.2.1 Sampling and Testing of Local Material: Sample and test at the minimum frequency listed, and testing at a minimum frequency listed in the table below. Test Name Quality Control Verification LL, : 160-745.3.1 Quality Control Testing: 160-745.3.1.1 Bearing Values: Test the Stabilized Subgrade sample, testing if any unsatisfactory QC LBR test result is obtained or resolution determines, Resolution testing on the additional sample. The material will be sampled and tested in accordance with FM

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4550000.impl

the drilled 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 three projects, to conduct the load test in compliance with these Specifications, to record all data, and to furnish reports of the test results to the Engineer except when the Contract, Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/4550000.impl.pdf?sfvrsn=4bb7bcd1_0

SS4160600

testing is not ed t a rate T 16-6.2 Removal & Replacement of Failed Test Specimens: Remove all, LOT for testing, except if there are three or less in the LOT, in which case, test all anchors, LOT. For every failed field test, perform two additional field tests on adjacent untested anchors or dowels within the LOT. Continue additional field tests until no more test failures occur, or all, and the following is substituted. 416-6 Testing of Anchors or Dowels. Fieldtestinstalled anchors and dowels

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9740000-122origind

Product Evaluation Program (NTPEP) Test Report Testing must be conducted using the project Work Plan, . Independent Laboratory Test Report Color/Contrast testing as identified in Table 974-2. Installation, or partial domes. Domes and Spacing Dimensional Testing 1 Provide NTPEP Test Report Meets, system. Independent Laboratory Test Report Skid Test and Integral Color testing as identified, within the traveled way for 3 years. Friction Independent Testing Facility FM 5-592, Test using one

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/9740000-122origind.pdf?sfvrsn=5fc5b445_2

PegueroF

, site condition surveys, engineering studies, construction inspections, materials testing, quality, engineering experience attained and have provided expert witness testimony in courts with respect, and expert testimony. Successfully completed several projects / assignments. Since 1979, participated, and construction claims analysis and expert testimony in domestic USA and Internationally. Member, affect project cost and schedule. Managed the materials testing contract for this 3.2 million square

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9850200.origind

missing mechanical joint strength test results to be approved if they will not be spliced during installation, remove sewn strength testing; add unit weight test result to APL submittal and reduce, material shall be tested by an independent third party in accordance with the following methods as they apply to the specific application type. All testing and reported values, except apparent opening, Backfillf *as per AASHTO T88. 9850200 All Jobs Table 1.1 Drainage Geotextiles Test Methods

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4550000.impl

casings before the drilled 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 three projects, to conduct the load test in compliance, during load test setup and conducting of the load tests. Provide qualified personnel, as determined, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles

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3530000.FHWA2

weight testing is required. Perform tThe plastic property tests in accordance with Section 346- 8after, ; perform the plastic property tests prior to the addition of the accelerator. The Unit Weight Test, of the required strength by cylinder testing as specified in 353-5 or the use of the maturity method test, testing as outlined in 353-5. Fabricate six test cylinders for protection strength and Maturity Meter, tests in accordance with Section 346,; except when the mix design contains an accelerator;, perform

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3530000.fhwa2.pdf?sfvrsn=76fc58ff_0

0060900.FHWA

substituted: 6-9 Lab Qualification Program. TestingLaboratories participating in the Department’s, have current Department qualification when testing materials that are used on Department projects, . Obtain the Department’s qualification prior to beginning testing. The Department may inspect, . Meetandmaintain the qualification requirements at all times. Testing without Department’s qualification may result in a rejection of the test results. Continued qualifications are subject to satisfactory

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SS3460000

for resistivity testing before mix design approval. Take the resistivity test specimens from the concrete, distribution of other core samples. Perform surface resistivity tests on the core samples or test, discharge of all trucks if the QC truck has failing test. Perform plastic properties tests on all trucks, of testing the cylinder and provide the Verification testing laboratory the compressive strength test, concrete, ensure that the concrete exceeds a resistivity of 29 KOhm-cm at 28 days, when tested

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3460000.impl

cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take, distribution of other core samples. Perform surface resistivity tests on the core samples or test cylinders, by the concrete producer for each mix design to be tested. Record and certify test results, . 346-9 Acceptance Sampling and Testing. 346-9.1 G e neral: Perform plastic properties tests, test results into the Department’s sample tracking database within 24 hours, the QC testing

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