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Solutions from Transportation Research and Evaluation of Emerging Technologies) Testbed Summary [210KB, for Testing and Assessing Infrastructure Support of Connected Vehicle and Cooperative Highway Automation, ] Geotechnical January 16, 2024 BDV31-977-124 Phase II: Field Load Testing of Shallow Foundations, 24, 2023 BEB28 Development of a Test to Quantify Organic Content in Silica Sand Summary [237KB
https://www.fdot.gov/research/default.shtm9160203.FHWA
: Specification compliance testing results shall be reported for the tests in the table below, is deleted and the following substituted: 916-2.3 Reporting: Specification compliance testing results shall be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing results shall be reported for original binder DSR (G/sin δ and phase angle, as applicable). SUPERPAVE PG ASPHALT BINDER Test and Method Conditions Specification Minimum/Maximum Value
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/9160203.fhwa.pdf?sfvrsn=26ea7783_09160203.FHWA
compliance testing results shall be reported for the tests in the table below, unless noted otherwise, is deleted and the following substituted: 916-2.3 Reporting: Specification compliance testing results shall be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing results shall be reported for original binder DSR (G/sin δ and phase angle, as applicable). SUPERPAVE PG ASPHALT BINDER Test and Method Conditions Specification Minimum/Maximum Value
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/9160203.fhwa.pdf?sfvrsn=3cecc51c_030thAsphaltConferenceMinutes
– Gale Page as contact, subject is use of positive spot test for PG Binders, written in reaction, /penalties; pass/fail only • Testsinclude:Pb,P-200,P-8anddensity, with the Districts and Industry to develop a uniform approach that assures quality. Further changes to IV testing, is a mainline roadway, and acceptance ranges from certification by the Contractor to acceptance testing, /Gradation Testing Performed on Milling and Resurfacing Projects with more than 5000 tons of RAP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/publications/meetingminutes/asphalt/asphaltconf/30thasphaltconferenceminutes.pdf?sfvrsn=b1cc2a55_01050813-724IMPL
a Dynamic Testing Operator (DTO) to perform the dynamic load testing of instrumented piles and test, personnel to perform foundation testing, inspection of the construction activities and oversight, . Submit qualification statements for the dynamic testing, load testing and non-destructive testing, in the completed work. 105-8.13.2 Dynamic Testing Engineer (DTE): Provide a Dynamic Testing Engineer in responsible charge of the performance of the dynamic load testing of driven piles, evaluation, signal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/1050813-724impl.pdf?sfvrsn=9194c85d_11600000.comm
the status based on the test data? Response: 2. 160-2.2.2 – Is testing required if material is coming, ) 160-4.1.4.4: In the table, I suggest completing the criteria for test AASHTO M145 as follows: Symbol, for the test methods listed in 914. Are we going to establish comparison criteria? If so, shouldn't it, paragraph in this section - Based on this language we now have an IV level of sampling and testing, not meet the requirements of 160-3.2."? Response: 6. 160-3.4.1- Is the intent of this testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/1600000.comm.pdf?sfvrsn=92dcba88_09710000-722origind
when tested in accordance with the Environmental Protection Agency (EPA) Testing Methods 3052, 6010B, when tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch by 0.05 inches, retroreflectivity value, change skid testing, and remove skid resistance from Permanent Tape, ) for the vehicle component. The Department will test hot-applied standard thermoplastic and profiled, will test preformed thermoplastic and hot- applied high friction thermoplastic pavement marking materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/9710000-722origind.pdf?sfvrsn=4b0a7fe5_2SS7150000
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 results have been provided to the Engineer. Fillthevoids, . Testtheinstallationundernormal operating conditions during the seven day test period specified, the rkers ts rgy supplier han as a continuous burn test period. 15-15 Acceptance of Highway, . Place ma flat on the ground with 1 inch projecting above finished grade. 715-14 Tests of Installation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss7150000444cb53877504aa68abcb26a9c5e7118.pdf?sfvrsn=124f022b_0SS7150000
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 results have been provided to the Engineer. Fillthevoids, . Testtheinstallationundernormal operating conditions during the seven day test period specified, the rkers ts rgy supplier han as a continuous burn test period. 15-15 Acceptance of Highway, . Place ma flat on the ground with 1 inch projecting above finished grade. 715-14 Tests of Installation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss7150000.pdf?sfvrsn=9c389974_04550201-724origind
: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, this strength at an earlier time to prevent testing delays. Load test piles/shafts in the order, for static load tests, the Engineer will consider all required static load testing Unforeseeable, 100% dynamic testing or test piles, the Engineer DTE will dynamically test the first pile(s) in each, gained from the driving of test piles, dynamic load testing, static load testing, supplemental
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/4550201-724originde8a68c24-55aa-4713-900d-c3e18e2be83f.pdf?sfvrsn=20943735_14550201-724origind
: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, this strength at an earlier time to prevent testing delays. Load test piles/shafts in the order, for static load tests, the Engineer will consider all required static load testing Unforeseeable, 100% dynamic testing or test piles, the Engineer DTE will dynamically test the first pile(s) in each, gained from the driving of test piles, dynamic load testing, static load testing, supplemental
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/4550201-724origind.pdf?sfvrsn=1a1a73cf_1SS9380000
by the Post-Tensioning Institute. Report the percent bleed for the grout tested. Test grout, of materials or material sources requires new testing and certification of the conformance, certified test reports from an which uirements specified herein. A written certification from, eed the spec properties stated herein as determined dard and modified ASTM test me laborato F, shall b tested and certified by the supplier that the product meets the QC Control Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss9380000.pdf?sfvrsn=89be2f10_03340302.impl
is deleted and the following substituted: 334-5.1.2 Acceptance Testing Exceptions: When the total, on the basis of visual inspection. The Engineer may require the Contractor to run process control tests for informational purposes, as defined in 334-4, or may run independent verification tests to determine the acceptability of the material. Density testing for acceptance will not be performed on widening, as described in 334-1.4. Density testing for acceptance will not be performed on asphalt courses placed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/3340302.impl.pdf?sfvrsn=2521ea37_0Section93V2cln
for Construction American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, of the cylinders shall be tested at 28 days. The DMRO will submit the 28-day test results to the SMO, Components Sampling and Testing Material and Required Tests Minimum Sampling Frequency for Each Source, (AASHTO), Part II Tests, Washington, D.C. Florida Department of Transportation Standard, ). Florida Department of Transportation Sampling and Testing Methods (FSTM). 9.3.5 GENERAL INFORMATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/section93v2cln.pdf?sfvrsn=8a6a6ab8_2Section93V2-725cln
Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, . The compressive strength of the cylinders shall be tested at 28 days. The DMRO will submit the 28-day test, Sampling and Testing Material and Required Tests Minimum Sampling Frequency for Each Source, Tests, Washington, D.C. Florida Department of Transportation Standard Specifications for Road, and Testing Methods (FSTM). 9.3.5 GENERAL INFORMATION Plants that supply paving concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/materials-manual/section93v2-725cln.pdf?sfvrsn=e61bb836_1Section93V2-725
Procedures for Construction American Society for Testing and Materials (ASTM) Standard Test Methods, . Verify the accuracy of the moisture test method at least weekly. Verify if moisture testing scale has, of the cylinders shall be tested at 28 days. The DMRO will submit the 28-day test results to the SMO, totaling 30 or more tests. The strength test data from the trial batch is required to meet, design changes, provide uniformity test data, based on ASTM C94 testing. The metal rating plates must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/material-manual/section93v2-725.pdf?sfvrsn=420ddf86_1Section93V2-724cln
for Construction American Society for Testing and Materials (ASTM) Standard Test Methods, the accuracy of the moisture test method at least weekly. Verify if moisture testing scale has been, . The strength test data shall represent either a group of at least 30 consecutive tests or a statistical average for two groups totaling 30 or more tests. The strength test data from the trial batch, changes, provide uniformity test data, based on ASTM C94 testing. The metal rating plates must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/section93v2-724cln.pdf?sfvrsn=e39c8fb7_1Section93V2-725redln
Procedures for Construction American Society for Testing and Materials (ASTM) Standard Test Methods, . Verify the accuracy of the moisture test method at least weekly. Verify if moisture testing scale has, of the cylinders shall be tested at 28 days. The DMRO will submit the 28-day test results to the SMO, totaling 30 or more tests. The strength test data from the trial batch is required to meet, design changes, provide uniformity test data, based on ASTM C94 testing. The metal rating plates must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/materials-manual/redline/section93v2-725redln.pdf?sfvrsn=b1b1e021_15560000.comm
. If the owner manufacturer does not require pressure testing, the Engineer may require at least one test, Comment: (7-8-14) Suggest the highlighted changes. 1. 556-4.3.1 Testing Requirements Methods: Ensure all casing, pipes, and joints meet the Department’s pressure requirements. Testing may consist of one of the following methods but must always meet or exceed Department testing requirements. (a) Follow the Product Manufacturer’s pressure testing recommendations. (b) Ensure that the product carrier
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/5560000.comm.pdf?sfvrsn=8831971c_03460000.resp2
surface resistivity tests on the core samples or test cylinders at 28 days. Comment: In 346-3.1 (d, as required by the Engineer for verification testing. When the Engineer’s verification test results do, : Change made. 346-9.2 Sampling Frequency for Quality Control Tests: As a minimum, sample and test, will pay for the resolution testing and the resolution investigation will determine the strength test, and strength at ages after 42 days based on test data developed by a Department approved testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/3460000.resp2.pdf?sfvrsn=c7a3dc4_0