9190 search results for test
9230302.origind
for reclaimed and recycled water, producers and the Department are required to run a chemical test to determine the level of alkalis. Since the implementation of the test in July 2010, there have been no failures with this test and the results have never approached the specified limit. The test is costly, of the water for the intended use. Summary of the changes: The proposal is to delete the test from, was proposed by Susan Blazo of the State Materials Office to delete the requirement to test for the level
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/9230302-origind.pdf?sfvrsn=bd0d920d_42024_Evaluation of Enhanced-Friction Asphalt Overlays and Surface Treatments
(OGFC). Testing results showed that the dynamic friction tester (DFT) results were dominated, with alternative friction aggregates using accelerated laboratory TWPD polishing and DFT testing, to account for differences in aggregate specific gravities. Friction test results showed that some, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2024_evaluation-of-enhanced-friction-asphalt-overlays-and-surface-treatments.pdf?sfvrsn=a8e4e8d5_13340104-122impl
. Prior to the production of any asphalt mixture, submit the proposed mix design with supporting test, is 305°F or less. The Engineer will consider any marked variations from original test data for a mix, Angularity: When tested in accordance with AASHTO T 304-17 (2020), Method A, meet the uncompacted, is deleted and the following substituted: 334-5.1.1 Sampling and Testing Requirements: Obtain the samples, into three smaller samples; one for QC, one for Verification testing and one for Resolution testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/3340104-122impl.pdf?sfvrsn=9566c705_29290400-122resp
ekoehler@titanamerica.com Comments: (Industry 6-27-21) Item 1) We have tested multiple Type I/II(MH, SCM. We have tested multiple slags with alumina up to 14% and blaine up to 670 m2/kg and performance in ASTM C1012 was always improved. Therefore, the requirement for ASTM C1012 testing is overly conservative and may needlessly interrupt FDOT projects while waiting for ASTM C1012 testing results. 9290400 All Jobs Response: Initial ASTM testing of slag cement is done to establish an original
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9290400-122resp.pdf?sfvrsn=e1613669_2SS4550000
Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer, of the load test data which represents the designated area. Do not begin static load testing of drilled, load test equipment supplied by the Department within 30 days after completing the load tests, conference or no later than 30 days before beginning test pile installation of the proposed testing, test setup and conducting of the load tests. Provide qualified personnel, as determined
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4550000.pdf?sfvrsn=1dec8c83_0Section84V2cln
. American 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, or verification tests, which have met all plastic and hardened concrete test requirements. 2. The cementitious, by the Specifications and trial batch verification. 10. Perform SCC tests at the point of placement or testing, and testing of production concrete. Produce SCC using a central mixer at an on-site facility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/section84v2cln.pdf?sfvrsn=d4cfbb9e_2Specrev3
with 100% Dynamic Testing of Pile Foundations WITH Test Piles. SP4550100DTwoTP Structures Foundations 6-26-12 7-12 New SP. Usage Note: Projects with 100% Dynamic Testing of Pile Foundations WITHOUT Test Piles. The Special Provisions for 100% Dynamic Testing provide a means for the Department to accept the driven piles based on the results of dynamic testing rather than by stroke and blow, performance is not needed with 100% dynamic testing. The removal of these restrictions is intended
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/specrev3.pdf?sfvrsn=56662cac_0Specrev3
with 100% Dynamic Testing of Pile Foundations WITH Test Piles. SP4550100DTwoTP Structures Foundations 6-26-12 7-12 New SP. Usage Note: Projects with 100% Dynamic Testing of Pile Foundations WITHOUT Test Piles. The Special Provisions for 100% Dynamic Testing provide a means for the Department to accept the driven piles based on the results of dynamic testing rather than by stroke and blow, performance is not needed with 100% dynamic testing. The removal of these restrictions is intended
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/revisions/jul12/specrev3.pdf?sfvrsn=4b6a1573_0Specrev3
with 100% Dynamic Testing of Pile Foundations WITH Test Piles. SP4550100DTwoTP Structures Foundations 6-26-12 7-12 New SP. Usage Note: Projects with 100% Dynamic Testing of Pile Foundations WITHOUT Test Piles. The Special Provisions for 100% Dynamic Testing provide a means for the Department to accept the driven piles based on the results of dynamic testing rather than by stroke and blow, performance is not needed with 100% dynamic testing. The removal of these restrictions is intended
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/julworkbook2012/specrev37c5b7074d6fa4789a49ab6847d7d92b1.pdf?sfvrsn=eeed93fc_0Specrev3
with 100% Dynamic Testing of Pile Foundations WITH Test Piles. SP4550100DTwoTP Structures Foundations 6-26-12 7-12 New SP. Usage Note: Projects with 100% Dynamic Testing of Pile Foundations WITHOUT Test Piles. The Special Provisions for 100% Dynamic Testing provide a means for the Department to accept the driven piles based on the results of dynamic testing rather than by stroke and blow, performance is not needed with 100% dynamic testing. The removal of these restrictions is intended
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/revisions/jul12/specrev386102a207ee94aa09496473765e1deac.pdf?sfvrsn=bb65427_0Specrev3
with 100% Dynamic Testing of Pile Foundations WITH Test Piles. SP4550100DTwoTP Structures Foundations 6-26-12 7-12 New SP. Usage Note: Projects with 100% Dynamic Testing of Pile Foundations WITHOUT Test Piles. The Special Provisions for 100% Dynamic Testing provide a means for the Department to accept the driven piles based on the results of dynamic testing rather than by stroke and blow, performance is not needed with 100% dynamic testing. The removal of these restrictions is intended
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/julworkbook2012/specrev3.pdf?sfvrsn=f467edfc_03500902-723resp
” . The proposed draft in section “ 350-9.2.1 Reduced Frequency for Quality Control Tests under sub section 1, 350-9.2.1 is also consistent with Section 346-9.2.1 Reduced Frequency for Acceptance Tests, compressive strength test results needs to be equal or higher than 4,200 psi. Item 2 “Every average of three consecutive strength test equals or exceeds the 3,000 plus 1.34 standard deviations” statistically means that the submitted historical compressive strength test results needs to be equal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/3500902-723resp.pdf?sfvrsn=6c79eb3d_11200008fhwa
of the length of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests and a Department Verification test must meet the density required by 120-10.2, , failing QC test or when the QC tests cannot be verified, construct a new test section. The Contractor, five QC tests at random locations within the test section. All five QC tests and a Department, or soil classification, failing QC test or when the QC tests cannot be verified, construct a new
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/1200008fhwa.pdf?sfvrsn=d43715f4_03460010.FHWA
to the Engineer within 14 days of the 28 day compressive strength tests. Core strength test results obtained, strength test result falls more than 10% or 500 psi [3.5 MPa] below the specified minimum strength, of the LOT of concrete represented by that acceptance strength test result at no additional expense to the Department. The Engineer may also require the Contractor to perform additional strength testing, taking any core samples. When the concrete is deemed to have low strength, obtain and test the cores
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/3460010.fhwa.pdf?sfvrsn=dc3ef416_03460010FHWA
to the Engineer within 14 days of the 28 day compressive strength tests. Core strength test results obtained, strength test result falls more than 10% or 500 psi [3.5 MPa] below the specified minimum strength, of the LOT of concrete represented by that acceptance strength test result at no additional expense to the Department. The Engineer may also require the Contractor to perform additional strength testing, taking any core samples. When the concrete is deemed to have low strength, obtain and test the cores
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/3460010fhwa.pdf?sfvrsn=e36085e6_09600000.origind
the credentials described in this Section to perform all testing and to submit certified test reports, Laboratory (AMRL). 960-3.2 Testing Requirements: 960-3.2.1 Component and System Tests: Corrugated, Required Tests for each PT System Type (1) Procedures Appendix Test Description Internal PT System, Assembly Pressure Test: In addition to the other testing specified in this Section, test all, for external PT systems. 960-3.2.3 External PT Systems Pressure Test: In addition to the other testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/9600000.origind.pdf?sfvrsn=34389ee_09480000.resp
and/or Crown, Test Method (Incubation Test) Test Conditions: What is the reason for changing 195 days to 265, the additional testing and will not be affected. 3. What is the reason for these changes? (8, of tests, the discrepancy range shall be within 6%. If an out- of range discrepancy occurs, repeat the three OIT tests. (109) The tests for incubated and “as-manufactured” pipe samples shall be performed by the same lab, same operator, the same testing device, and in the same day. (11) Within each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/9480000.resp.pdf?sfvrsn=ea56c2c_0SP4550000DB 7-20
) to each test pile/shaft site during the installation of the instrumentation, during the load testing, Piles/Shafts: After completing testing, cut off the tested piles/shafts, which, piling/shafts, except when driving specified test piling in end bents or when the Plans show, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/design-build/sp4550000db-7-20.pdf?sfvrsn=5b0af588_53501600.resp
test beams cylinders, made in accordance with ASTM C 31 and tested in accordance with ASTM C 7839, Engineering, Inc. joshua.carter@gbfinc.net (863)284-1090 Comments: If cylinders are to be tested, tom.b@russellengineering.com Comments: I do not know the content of the ASTM Test procedure indicated, temperature of the concrete is above 50ºF. Cure the test cylinders in a manner identical to the corresponding, to compressive strength. Due to the fact that the ASTM mentioned test for compressive strength
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/3501600.resp.pdf?sfvrsn=a32042df_09750702.origind
test panels prepared in accordance with AASHTO R-31. Laboratory Testing- Non-Sacrificial Property Test Method Requirement Cyclic Weather Testing AASHTO R-31 No blistering, cracking, checking, Test Method Requirement Cyclic Weather Testing AASHTO R-31, no salt fog, 95 degrees Fahrenheit, test site (1) Complete removal of material from substrate (1) Outdoor exposure testing, : For laboratory testing, uUse flat test panels prepared in accordance with AASHTO R-31. Outdoor exposure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/9750702.origind.pdf?sfvrsn=d53c7f4d_0