9274 search results for test
4551501.FHWA
) Tests: Perform all CSL testing in accordance with ASTM D6760. Test all drilled shafts in bridge, (CSL) Tests: Perform all CSL testing in accordance with ASTM D6760. Test all drilled shafts in bridge, testing laboratory to document test results, CSL testing only on drilled shafts selected by the Engineer. The minimum number of shafts tested, the testing. Whenashaftcontainsfourtubes,testeverypossibletubecombination. Forshaftswithfiveormore
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/4551501.fhwa.pdf?sfvrsn=c83c918e_0Section3.5-100915
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, SC tests.. Perform SC testing in accordance with Specification Section 916. SC testing shall, and implementation of the Quality Control (QC) Program for the manufacture, testing, storage, List (APL), QC Plan approval, required testing procedures and frequencies, and the Department’s, are referred to as “Terminals.” Suppliers are responsible for the production, sampling, testing, storage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/materials-manual/section3-5-100915.pdf?sfvrsn=3366557c_1section3.5-51815
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, two SC tests.. Perform SC testing in accordance with Specification Section 916. SC testing shall, and implementation of the Quality Control (QC) Program for the manufacture, testing, storage, for addition to the Department’s Approved Product List (APL), QC Plan approval, required testing, for the production, sampling, testing, storage, and maintenance of records of sales of asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/materials-manual/section3-5-51815.pdf?sfvrsn=b6846b3c_19320203impl
932-2.6.1 is deleted and the following substituted: 932-2.6.1 Testing: Test bridge bearing pads, and the verification sample tested. If the verification sample test results are also noncompliant, bearing pads per LOT will be selected by the Engineer, one for testing and one for verification in the event of a failing test result. LOTs will be sampled only after all like pads in the LOT, in the Plans. Furnish additional complete bridge bearing pads to replace those selected for testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9320203impl.pdf?sfvrsn=96fbc8a5_2SS4550000
has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing, to the e full insurable value if repl inning test pile installation of the proposed testing schedule, load test equipment supplied by the Department within 30 days after completing the load tests, with the load test setup and to installation of the instrumentation, during the load testing, . 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off th piles/shafts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss4550000.pdf?sfvrsn=4e9efde3_0SS4550000
has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing, to the e full insurable value if repl inning test pile installation of the proposed testing schedule, load test equipment supplied by the Department within 30 days after completing the load tests, with the load test setup and to installation of the instrumentation, during the load testing, . 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off th piles/shafts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss45500004dcee9ba703e43a19da6c681d767f9f4.pdf?sfvrsn=bf265da0_03500902-723impl
is deleted and the following substituted: 350-9.2 Sampling Frequency for Quality Control Tests: Sample and test concrete of each design mix for temperature and compressive strength tests once per LOT, LOT. Test data must be from sample(s) tested by a laboratory meeting the requirements of Section, methods. Partial LOTs of less than 500 square yards will be combined with the previous LOT for testing and acceptance purposes. 350-9.2.1 Reduced Frequency for Quality Control Tests: The LOT size
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/3500902-723impl.pdf?sfvrsn=4dbc6a43_2SS1050302
to ensure that the tests are performed in accordance with Standard Test Methods, project, tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure the personnel, /specificationsoffice/Implemented/URLinSpecs/Files/section112.pdf . tituted: r ming sampling, testing, Application ent’s website. Obtain the g without epartent’s n of the test results. Continued, ) is deleted and the following substituted: 105-6 Lab Qualification Program. TestingLaboratories
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss1050302.pdf?sfvrsn=f1e91402_09380000
test methods conducted at normal laboratory temperature (65-78°F [18-25°C]) and conditions. Property TestValue TestMethod TotalChloride Ions Max.0.08% by weight of cementitious material ASTM C, . Report the percent bleed for the grout tested. Test grout at the specified pressure of 100 psi (689 kPa, shall submit an application in accordance with Section 6 and include certified test reports from, gas, carbon dioxide or oxygen gas. 938-4.2 Laboratory Test. Thegroutshall meet or exceed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/9380000.pdf?sfvrsn=c3018eb1_03460202.FHWA
for resistivity testing before mix design approval. Take the resistivity test specimens from the concrete, for compressive strength tests. Record the ambient air temperature during the test. Ensure, of other core samples. Perform surface resistivity tests on the core samples or test cylinders at 28, of fifteen consecutive Department acceptance tests, which met all plastic and hardened concrete test, producer for each mix design to be tested. Record and certify test results for correction factors
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3460202.fhwa.pdf?sfvrsn=82f66960_09160000.FHWA
testresultsfrom an independent laboratory confirming the material meets the requirements of this section. In lieu of submitting test results from an independent laboratory, the Department will evaluate, to the Department’s Product Evaluation Section. Anymarked variation from the original test values, PG asphalt binders shall meet the following additional requirements: 1.Theintermediate test temperature at 10 rad/sec. for the Dynamic Shear Rheometer (DSR) test (AASHTO T 315-12) shall be 26.5ºC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9160000.fhwa.pdf?sfvrsn=81171748_04510701.FHWA
substituted: 451-7.1 General: Test each prestressed soil anchor. Perform performance tests, to be creep tested, and, at his discretion, may increase or decrease the number of tests. 1. on the first, of tests. Perform proof tests on all prestressed soil anchors, not subjected to a performance test, to the prestressed soil anchor prior to testing. For the maximum test load, do not exceed 90% of the minimum, testing. Perform additional performance tests, at no expense to the Department, on the first two
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/4510701.fhwa.pdf?sfvrsn=308913e2_07150603.impl
715 FOUNDATIONSFORLIGHTPOLES–INSTALLATION. (REV1-16-09)(FA1-26-09)(7-09) SUBARTICLE715-6.3(oftheSupplemental Specifications) is deleted and the following substituted: 715-6.3 Installation: Do not erect roadway light poles or high mast light poles until the concrete strength in the cast-in-place foundation 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 C 31 and ASTM C 39 and verifying test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/7150603.impl.pdf?sfvrsn=4375e5c5_03530000.FHWA
of the accelerating admixture. 353-5 Test Requirements. Perform concrete sampling and testing in accordance with Section Section 346-5. Unit weight testing is required. Perform tThe plastic property tests, test cylinders for protection strength and Maturity Meter correlation testing. The compressive, of the accelerating admixture. 353-5 Test Requirements. Perform concrete sampling and testing in accordance with Section 346. Unit weight testing is required. The plastic property tests after all ingredients
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3530000.fhwa.pdf?sfvrsn=d2ca0ce1_0MAC_Construction AcademySandTspring2025_print
of TRANSPORTATION TRANSPORTATION Sampling and Testing • Field tests do have a sample – What is the sample, • Received • Tested • Submitted • Finalized • Compares Sampling and Testing Florida, calendardays of the acceptance strength tests. Sampling and Testing • Don’t wait for all the samples, and Testing • Turnaround Time – Date Sample Taken – Date Received • Auto-Receipt – Date Test, TRANSPORTATION Sampling and Testing • Date Compressive Strength Test Performed – 01/20/2025 – 30
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/mac_construction-academysandtspring2025_print.pdf?sfvrsn=dd52c63e_19740000D02-122impl
Testing Facility FM 5-592, Test using one of the following: a. Locked Wheel Friction Tester, installation materials as applicable. National Testing Product Evaluation Program (NTPEP) Test Report, Dimensional Testing 1 Provide NTPEP Test Report Meets the requirements with the Americans, . Independent Laboratory Test Report Skid Test and Integral Color testing as identified in Table, Tester - minimum DFT40 value of 40 or greater at all testing intervals for 3 years
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9740000d02-122impl.pdf?sfvrsn=bc406f95_20060900.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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/0060900.fhwa.pdf?sfvrsn=3775daa8_04510700.origind
and the following substituted: 451-7 Prestressed Soil Anchor Testing and Stressing. 451-7.1 General: Test each, of tests. . Perform creep testing and performance testing at the beginning of the anchor installation, is greater. Perform proof tests on all prestressed soil anchors, not subjected to a performance test or a creep test. Record the results of each test on forms approved by the Engineer, such as the testing, % of the factored design load to the prestressed soil anchor prior to testing. For the maximum test load, do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/4510700.origind.pdf?sfvrsn=8f646c22_02000000.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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/2000000.fhwaf6ceb8c87ac4493da2b4751b578b7b3c.pdf?sfvrsn=fb4731c3_02000000.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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/2000000.fhwa.pdf?sfvrsn=552fa90a_0