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LAP3340000-122resp
Specification. Page 12: 334-67.4 Process Control Testing by the Contractor and Acceptance Testing by the Engineer: On Asphalt Work Category 3, perform process control testing as described in 334- 6.3.1., to density. The Engineer will sample and test the material as described in 334-67.3.1. The Engineer, and density test results meet the criteria in Table 334-46. Material failing to meet these acceptance, at reduced pay, delineation testing to determine the limits of the questionable material, removal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/comments-responses/lap3340000-122resp.pdf?sfvrsn=78eef127_2fdot-bed31-977-01-rpt
foundation construction. Traditional invasive testing methods, such as the standard penetration test (SPT), cone penetrometer test (CPT), and coring, only sample a small volume of material near, . To validate its effectiveness, the method was tested at three Florida sites featuring karst, with many of the field tests. vii EXECUTIVE SUMMARY Deep site characterization at high resolution, practices rely on standard penetration test (SPT) data, which investigate less than 0.1% of soil
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed31-977-01-rpt.pdf?sfvrsn=8a6aa4b6_31250801.origind
prior to beginning construction of a test section. Construct a test section of the length of one LOT. Perform five quality control (QC) tests at random locations within the test section. All five tests must meet the density required by 125-9.2 and be verified by the Department. Identify the test, the requirements of 125-9.2 or when the QC tests cannot be verified, construct a new test section, must demonstrate with a successful test section that density can be achieved. Thick lift around
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above the soil envelope then the Contractor must demonstrate with a successful test section that density can be achieved. Notify the Engineer in writing prior to beginning construction of a test section. Construct a test section of the length of one LOT. Perform five quality control (QC) tests at random locations within the test section. All five tests must meet the density required by 125-9.2, , construct a new test section. When a QC test fails the requirements of 125-9.2 or when the QC tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/1250801.origind.pdf?sfvrsn=6e51ce0c_09720000.fhwa
in an environmentally controlled test chamber. Testing shall be performed in the environmental chamber, in an environmentally controlled test chamber. Testing shall be performed in the environmental chamber. 972-4.2.7, Materials Engineer a certified test report from an approved independent test laboratory that shows the material meets all specifications herein. In addition, a one year exposure test in Florida, shall not exceed 12 when tested in accordance with ASTM D 1925 or ASTM E 313. The daylight 45
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strength by cylinder testing as specified in 353-5 or the use of the maturity method test, and a minimum 24-hour compressive strength of 3,000 psi. Response: 2. 353-5 Test Requirements, performance. Perform concrete sampling and testing in accordance with Section 346-5. Perform the plastic property tests in accordance with 346-8, except when the mix design contains an accelerator; perform the plastic property tests prior to the addition of the accelerator. The requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/3531100.comm.pdf?sfvrsn=6fa6970d_0BMRM Chapter 20
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/maintenance/str/bi/reference-manual/bmrm-chapter-20.pdf?sfvrsn=94c6dec7_0Chapter 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/reference-manual/chapter-20-concrete-deck-evaluation-procedures-and-decision-aid-matrices.pdf?sfvrsn=b48dff40_04550502DB.comm
Without Test Piles: For structures without test piles or "100% dynamic testing", the Engineer will dynamically test the first pile(s) in each bent or pier at locations shown in the Plans to determine, for dynamic load tests at 5% of the piles at each bent or pier (rounded up to the next whole number). If the Engineer requires additional dynamic load tests for comparison purposes, the Contractor will be paid for an additional dynamic load test as authorized by the Engineer in accordance
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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
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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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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_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_15600705.FHWA
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_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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