9189 search results for test
9210200.impl
, and the silo numbers where the cement is stored. The mill test report must identify that there is limestone in the cement, if limestone is included. An acceptable mill test report is found in the appendix, approval. In addition to the QC Plan, the supplier must submit test reports from an approved laboratory, . Upon initial QC Plan approval and receipt of the cement mill test report, the suppliers, perform one quality control test per day. Submit the monthly mill test report to the State
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9210200.impl.pdf?sfvrsn=8e110b29_0DEV332FDR (4-9-24)
resuming production. 332-7.5 Surface Testing Requirements: Test the finished surface of the base, applicable, must be supplied to a nationally accredited laboratory for testing to determine, and submitted to the Engineer prior to use for approval. Table 332-1 Mix Design Criteria Test Test Method, stability Cure at 60°C to constant weight. Test at 40°C at 48 +/-8 hours. ASTM D6927 3,500 lb, of the mix design. 332-6.6 Laboratory Testing: Reclaimed base testing shall be performed as quickly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev332fdr-(4-9-24)8064388d-a508-4d8f-a243-e857905631f6.pdf?sfvrsn=87b73bda_13460000RESPON
: For the compressive strength testing of precast concrete the use of 4 x 8- in [102 x 203-mm] test cylinders, of rapid chloride permeability test, and prior to mix design approval, submit three tests, …” (d, for Quality Control Tests 10 1 st Paragraph states in part “As a minimum, sample and test concrete, does not belong to sampling and testing. Change the sentence to read: "Quality control sampling, testing, and calculation, air content,……… RESPONSE: Agree to insert wording “…. water to cementitious
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/3460000respon.pdf?sfvrsn=dd6a5a8a_04501101.origind
. Verify the release strength by compressive strength cylinder tests or other approved means, no later, . In lieu of every 24 hour testing, contractor is permitted to estimate the strength development, with ASTM C 597, or any other nondestructive test method acceptable to Engineer, until the time of the detensioning. Before detensioning, verify the concrete release strength by testing the compressive strength test cylinders. Make a minimum of two compressive strength release test cylinders daily
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/4501101.origind.pdf?sfvrsn=163f8e0b_0Section8.4-042219_1-20WB
Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American, , temperature, and any other test that is required for the class of concrete and any other tests, consecutive QC or verification tests, which have met all plastic and hardened concrete test requirements, , and inspection and testing of production concrete. Produce SCC at an approved on-site facility, or off-site, (QA) inspection and testing of SCC. 8.4.2 AUTHORITY Sections 334.044(10)(a) and 334.048(3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/materials-manual/section8-4-042219_1-20wb.pdf?sfvrsn=85b8c033_17000800.origind
strength is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346. Erectthesigns and sign structures in accordance, , mast arm and monotube assemblies to be tested for concrete strength prior to loading, . ThischangewasproposedbyTim Ruelke, District Construction Engineer, to require foundations to be tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/7000800.origind.pdf?sfvrsn=7576c267_07150603.origind
from tests on a minimum of two test cylinders, tested in accordance with Section 346. Fillthevoids, s , mast arm and monotube assemblies to be tested for concrete strength prior to loading, to be tested for concrete strength prior to loading of the foundations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/7150603.origind.pdf?sfvrsn=b20e76b3_01-22 FHWA Memos
. The official testing laboratory used by the Department. Major Item of Work. Any item of work having, by the Contractor. Laboratory. The official testing laboratory used by the Department. Major Item of Work. Any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/1-22-fhwa-memos.pdf?sfvrsn=f1f74a71_29330000.impl
. For tests specified to be made by the manufacturer, certified copies of all test results shall be submitted, for parallel wire assemblies. 933-5 Required Tests for Prestressing Steel. 933-5.1 General: Tests, that the test results meet the specification limits of ASTM or AASHTO as specifically designated. Prior, or production LOT, all test results required by ASTM A-416 and the modulus of elasticity expressed, certifying that the test results meet specification limits of the ASTM or AASHTO as specifically
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/9330000-impl.pdf?sfvrsn=306c4bd7_4SP4550000DB-723
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, with transportation to assist as required during load test setup and conducting of the load tests. Provide, . 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles, installing end-bent piling/shafts, except when driving specified test piling in end bents or when the Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/design-build/sp4550000db-723.pdf?sfvrsn=42102fcc_2SP4550000DB-723origind
testing laboratory, or Specialty Engineer with prior load test experience on at least three projects, as required during load test setup and conducting of the load tests. Provide qualified personnel, of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts, which, by the Engineer after satisfactory field trial during dynamic testing. During dynamic load tests, /shafts, except when driving specified test piling in end bents or when the Plans show uncased piles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/sp4550000db-723origind.pdf?sfvrsn=46e182f7_1SP4550000DB-724
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, with transportation to assist as required during load test setup and conducting of the load tests. Provide, . 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles, installing end-bent piling/shafts, except when driving specified test piling in end bents or when the Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/design-build/sp4550000db-724cln.pdf?sfvrsn=c9ddd357_29750602.FHWA
area to perform the laboratory tests. Apply the finish coating to each test panel at a rate of 50, the following requirements: Laboratory Testing Property Test M e t h o d R e q u i r e ment Resistance, square foot of surface area to perform the laboratory tests. Apply the finish coating to each test panel, meet the following requirements: Laboratory Testing Property Test M e t h o d R e q u i r e ment, by Mark Conley of the State Materials Office (SMO) to clarify the testing requirements for Class 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/9750602.fhwa.pdf?sfvrsn=a356f7a5_0fdot-bed59-rpt
) polishing and Dynamic Friction Tester (DFT) testing as options for High Friction Surface Treatment, for differences in aggregate specific gravities. Friction test results showed that some aggregate, to the specimen preparation, material acquisition and characterization, and testing and reporting, aggregates (described below), two percentages of friction aggregate, and two test replicates. Blending, Polishing Device and the Dynamic Friction Tester. All mix designs passed their respective FDOT mix design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed59-rpt.pdf?sfvrsn=dda3637d_34130302-722FHWA
. Independent laboratory test data and results showing the product has been tested in accordance, Materials Office to clarify requirements and update test methods. Please review and transmit your comments, in accordance with this Section. 2. Independent laboratory test data and results showing the product has been tested in accordance with the requirements of this Section and meets the requirements. 3, A)Wax Content 14-20 cps using Ultra Low Adapter0 1. Use a test method capable of measuring the gel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/4130302-722fhwa.pdf?sfvrsn=7d23868b_25560000.COMM
testing of the 42” and larger round pipe by individual joint tested per ASTM C1103 as the pipe, the pavement conduct an air pressure test for leaks in the presence of the Engineer at a minimum test, to reducing this spec. Is there a specific reason we should reduce our standards? A test of only 5 psi, test is required for steel pipe. Please confirm and address, if true, why the joint performance standards would not apply to steel pipe. Comment 8 - 556-4.3.2 Testing Methods - It should be noted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/5560000.comm.pdf?sfvrsn=93a9ac90_09940201-724FHWA
sheets, performance test reports from an independent laboratory showing the sign sheeting system, : 994-2.3.1 General: Sheeting, process inks and overlay materials shall be tested in accordance, that are color dependent, each color included in the APL application shall be tested and meet, consisting of inks and/or overlays will be tested as a system consisting of white base sheeting and each color of ink and/or overlay. Panels for testing sheeting shall be prepared in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9940201-724fhwa.pdf?sfvrsn=86689333_1SP45500000-723impl
: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, ) to each test pile/shaft site during the installation of the instrumentation, during the load testing, with transportation to assist as required during load test setup and conducting of the load tests, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off, testing. During dynamic load tests, replace the pile cushion when any of the pile stress
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/sp45500000-723impl.pdf?sfvrsn=f05c7271_1SP4550000DBind
expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing, driving of the test pile or reaction piles, whichever occurs last. Do not begin static load testing, the required test load to the pile/shaft unless shown otherwise in the Plans. Before load testing begins, during load test setup and conducting of the load tests. Provide qualified personnel, to read the dial, Piles/Shafts: After completing testing, cut off the tested piles/shafts, which
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/sp4550000dbind.pdf?sfvrsn=cdfefd84_14130304-122impl
if satisfactory friction values are not achieved. Friction tests must be conducted in accordance, with prior experience on roadway friction testing with the equipment described to perform the friction tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/4130304-122impl.pdf?sfvrsn=cf5d4e47_2