9185 search results for test
SS1250901
, 120-10.2 with 125-9.2, 120-10.3 with 125-9.3, and 120-10.4 with 125-10. 125-9.1.1 Reduced Testing Frequency: When no Resolution testing is required for 6 consecutive LOTs, or if required, the Quality Control test data was upheld, reduce the Quality Control density testing to one test every two Lots by identifying the substantiating tests in the Density Log Book and notifying the Engineer in writing prior to starting reduced frequency of testing. Generate random numbers based on the two LOTs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss1250901.pdf?sfvrsn=38b52281_0SS1250901
, 120-10.2 with 125-9.2, 120-10.3 with 125-9.3, and 120-10.4 with 125-10. 125-9.1.1 Reduced Testing Frequency: When no Resolution testing is required for 6 consecutive LOTs, or if required, the Quality Control test data was upheld, reduce the Quality Control density testing to one test every two Lots by identifying the substantiating tests in the Density Log Book and notifying the Engineer in writing prior to starting reduced frequency of testing. Generate random numbers based on the two LOTs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss1250901.pdf?sfvrsn=2d5cd9d9_09320203impl
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_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_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_29380000
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_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_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_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_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_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_09740000D02-122impl
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_2MAC_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_10060900.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_04160000.FHWA
. 416-6 Field Testing of Post-Installed Anchors Systems and or Dowels. 416-6.1 General: Field test, restrained static tension tests to prevent damage to the surrounding concrete. A restrained test, anchors. Displacement measurement for field testing is not required. Test individual anchors and dowels, no more test failures occur, or all anchors andor dowels within the LOT are tested. For the next LOT, no more test failures occur, or all anchors or dowels within the LOT are tested. For the next LOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/4160000.fhwa.pdf?sfvrsn=56a8005e_0SS4530000
4,500 psi at 28 days when tested to ASTM C39. The slant- cylinder test procedu modifications: me, shall meet requirements of ASTM C881. For the properties listed below, modify the ASTM test procedure as noted. The components of the epoxy-bonding agent shall be conditioned to th which testing is to be done prior to mixing the test specimen. 453-4.5.2 Contact Time (open T y-bonding agent shall, ylinde testspcimen cre,preparedandtestedinaccordancewiththeconditionsbelow,sustainsthe
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss4530000.pdf?sfvrsn=b988cd69_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_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_0SS4550400
and accepted in accordance with the Contract Documents. Dynamic load tests may be applied to test piles, system. ThepriceforDynamic Load Tests will include all costs related to dynamic testing, Tests - each. Item No. 455-143- TestPiles(Prestressed Concrete) - per foot. Item No. 455-144, . This compensation for driving of splice, however, will not be allowed for test piles that are spliced, , furnished, and properly installed. 455-11.4TestPiles:The quantity to be paid for of test piles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss4550400.pdf?sfvrsn=3b0e806e_0