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Chapter 20: Concrete Deck Evaluation Procedures and Decision Aid Matrices
available from visual inspection, non-destructive testing, and material tests to determine appropriate, of progression of the deterioration. Previous Material Tests Review any previous deck material test, test methods used for concrete deck investigations. The high cost of the petrographic testing, : uranyl- acetate testing and petrographic analysis. Both tests require concrete core samples, information on these lab tests. ASR test results will confirm the presence of ASR. If reactive
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specific as to what tests need to be completed. 3. 914-3 Testing of Materials for Use, and increasing the distance/total number of tests - how does one handle a project that is built in short, toward larger Lots and longer consecutive distances before reduced testing is an option. My question, testing requirements. Traffic construction sections are not expanded, of the stabilized material may be used. (see 914-3 for qualifying tests for these conditions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/9140000.resp.pdf?sfvrsn=4e534623_0Section6.3-051518_1-19WB
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania, test methods and Specifications . Makes readily available, the current certification on testing, concrete using the following test method: Perform the unit weight (density) tests of each sample taken, ) inspections, sampling, and testing to ensure of the quality and acceptability of the materials, of precast concrete products. The QA inspection and testing will be performed in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/materials-manual/section6-3-051518_1-19wb.pdf?sfvrsn=5443a4ff_1Section6.3-051518_1-19WB
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania, test methods and Specifications . Makes readily available, the current certification on testing, concrete using the following test method: Perform the unit weight (density) tests of each sample taken, ) inspections, sampling, and testing to ensure of the quality and acceptability of the materials, of precast concrete products. The QA inspection and testing will be performed in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/materials-manual/section6-3-051518_1-19wb.pdf?sfvrsn=cc23b638_11201002.origind
Resolution testing. The material will be sampled and tested in accordance with AASHTOFM 1-T-099, Method C. The Engineer will compare the Resolution test results with the QC test results. If all Resolution test results are within 4.5 lb/ft 3 of the corresponding QC test results, the Engineer will use the QC test results for material acceptance purposes for each LOT with that soil type, will verify the QC results if the results compare within 4.5 lb/ft 3 of the Verification test result
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/1201002.origind.pdf?sfvrsn=53f59b26_04001704.impl
400 CONCRETESTRUCTURES–PROTECTION OF CONCRETE. (REV12-4-08)(FA1-6-09)(7-09) SUBARTICLE400-17.4(oftheSupplemental Specifications) is deleted and the following substituted: 400-17.4AlternateProcedure:Asanalternateprocedure,inlieuofthetime delay periods set forth in 400-17.1 and 400-17.3, test, with the concrete in the corresponding structural component. Make the test beams in accordance with ASTM C 31 and test them in accordance with ASTM C 78. When the test results indicate a minimum flexural strength
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400 CONCRETE S T R U C T U R E S . (REV12-6-07)(FA1-7-08)(7-08) SUBARTICLE400-17.4(Page388)isdeletedandthefollowingsubstituted: 400-17.4AlternateProcedure:Asanalternateprocedure,inlieuofthetime delay periods set forth in 400-17.1 and 400-17.3, test beams or cylinders may be cast from, . Make the test beams in accordance with ASTM C 31 and test them in accordance with ASTM C 78. When the test results indicate a minimum flexural strength of 550 psi or indicate a minimum required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/4001704.impl.pdf?sfvrsn=50d2a5cb_03000900FHWA
shall be tested byProvide the sample to the Department for testing of the following specified, by the Engineer. The Department will test the roadway cores shall be tested for bond strength in accordance, is deleted and the following substituted: 300-9 Sampling and Testing. At the direction, of the test results fail the specification requirements, the The tack material will be considered defective and shall not to be used on Department projectsif any of the test results fail the material
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salt/conductivity testing frequency may be reduced to one test per eight hour shiftday.in the first, and retest. If testing at a frequency of one test per shift and a contamination level exceeding, steel surfaces using soluble salts test kits meeting the requirements of 560-2.4. Measure the concentration levels using the method described in SSPC-TU 4. Perform the tests after washing and after, per centimeter squared. For either contaminant assessment method (salt test kits or conductivity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/5600705.fhwa.pdf?sfvrsn=8f8b32c2_0SS4100301
, except as modified herein: Prepare, cure, and test the test cylinders in accordance with ASTM C-31 and ASTM C-39 test methods. Follow the alternative method of compaction, in accordance with ASTM, . Expose shipping strength test cylinders to the same curing conditions as the precast concrete box sections. Cure the 28-day strength test cylinders in accordance with Section 346. Perform all concrete quality control testing and inspections in accordance with 346-9.2. For training and other
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss4100301.pdf?sfvrsn=be4c3f06_0SS4100301
, except as modified herein: Prepare, cure, and test the test cylinders in accordance with ASTM C-31 and ASTM C-39 test methods. Follow the alternative method of compaction, in accordance with ASTM, . Expose shipping strength test cylinders to the same curing conditions as the precast concrete box sections. Cure the 28-day strength test cylinders in accordance with Section 346. Perform all concrete quality control testing and inspections in accordance with 346-9.2. For training and other
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4100301.pdf?sfvrsn=ab547d54_0soilclassificationssamples
with AASHTO R-58. 2. From prepared sample, split sub-sample for testing in accordance with AASHTO T-88, , prepare and test samples in accordance with AASHTO T89 and T-90. 4. DO NOT use the Alternate Procedure Section 7.1 of AASHTO T-89. 5. Enter the test results in MAC. Follow the MAC data entry for IA program proficiency samples instructions below. The test report forms are available through, Schedule (The deadline date to enter your test results in MAC. It is under the “Test Reported By” column
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be automatically tested once a day. Ensure that the pixel status test determines the functional, tests. Conduct all tests according to the approved test procedures detailed in this section. Each, . 781-3.20 System Testing: Conduct approved DMS system tests on the field equipment, Testing: Conduct a 60 day acceptance test after the successful completion of the approved 72 hour, to design approval tests (DATs) and field acceptance tests (FATs). Develop and submit a test plan for DATs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/7810000.origind.pdf?sfvrsn=3e7ea77e_0Section84-072612
), Manual MNL 116. American Society for Testing and Materials (ASTM) Standard Test Methods, the admixture properties by review of the test data and verification testing to ensure, tests, when it is required for the class of concrete. (6) Make and cure concrete test cylinders, Submit the results of the laboratory trial batch tests and field demonstration of verified test data, , and inspection and testing of production concrete. The concrete may be produced either at an on-site
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2 O), shall may be used with no further testing. When tests performed in accordance with ASTM C-33, . Specification921isbeingchangedtoreflectnewinformation and requirements from the test method. Information source: AASHTO M-85, and requirements from the recently revised AASHTO M-85 test method allowing cement producers to use, 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 of AASHTO M-85. 921-3 Packing Handling and Storing
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testing laboratory to document test results. 6. D e t a i l s o f p r o p o s e d m e t h o d s t, data, gamma-gamma testing reports, slurry test data, supplemental testing data, analyses, is deleted and the following substituted: 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience on at least three projects, to conduct the load test in compliance with these Specifications, to record all data, and to submit signed and sealed
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Testing. Subject the equipment covered by these specifications to field acceptance tests (FATs). Develop and submit a test plan for FATs to the Engineer for consideration and approval. The Engineer, subjected to the environmental testing procedures described in NEMA TS2, Sections 2.2.7, 2.2.8, channel AM broadcast stations that might be affected. Perform all necessary on-site testing to select, locations. Submit the results of the frequency search, testing, and the recommended frequency
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. 687-4 Testing. Subject the equipment covered by these specifications to field acceptance tests, test and includes the tests discussed below. 687-4.1 Stand-Alone Tests: Perform the following stand, and after being subjected to the environmental testing procedures described in NEMA TS2, Sections 2.2.7, adjacent channel AM broadcast stations that might be affected. Perform all necessary on-site testing, at the proposed locations. Submit the results of the frequency search, testing, and the recommended
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/workbook/sp6870000-i18532.pdf?sfvrsn=8b3bf767_2SP6870000-i19154
. 687-4 Testing. Subject the equipment covered by these specifications to field acceptance tests, test and includes the tests discussed below. 687-4.1 Stand-Alone Tests: Perform the following stand, and after being subjected to the environmental testing procedures described in NEMA TS2, Sections 2.2.7, adjacent channel AM broadcast stations that might be affected. Perform all necessary on-site testing, at the proposed locations. Submit the results of the frequency search, testing, and the recommended
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/workbook/sp6870000-i19154.pdf?sfvrsn=bdfcb29b_1SP6870000-i17905
the right to witness all FATs. Complete the tests within five calendar days. Ensure that the test, subjected to the environmental testing procedures described in NEMA TS2, Sections 2.2.7, 2.2.8, and 2.2.9., AM broadcast stations that might be affected. Perform all necessary on-site testing to select, . Submit the results of the frequency search, testing, and the recommended frequency selection, to 100 feet, unless otherwise shown in the Plans or manufacturer’s recommendations. 687-4 Testing
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