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SS1200000
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. Identify the test, of a change in compaction effort or soil classification, failing QC test or when the QC tests cannot, Control data when test results meet the following conditions: QualityControl tests must meet, by sampling and testing the material in accordance with the specified test method listed in 120-10.2
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in the initial QPL application, section 523-2.1? The DFT test would allow the manufacturer to test, test results until the product is placed on the Department test deck. By only allowing the DFT as an alternative in the field test, the Department has knowledge of a passing Skid test installation and has the option of conducting a Skid test on the field test installation. Response: Yes
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test method dates unless the test method was changed and we were still working on the FM. Those, and the outcome is the test methods apply for the date of the contract, therefore it is important to place the date on the test method. If there was no date on a test method, then the contractor/supplier would be faced with a potential change in test method that does not apply to his contract. A good, to determining the bulk density. This required a $5000 piece of equipment and a change to the test
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not including test method dates unless the test method was changed and we were still working on the FM, and the outcome is the test methods apply for the date of the contract, therefore it is important to place the date on the test method. If there was no date on a test method, then the contractor/supplier would be faced with a potential change in test method that does not apply to his contract, to the test method. Some contractors chose to use the old method for their contracts let previous
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of the structure. 975-7.2 Performance Requirements: For laboratory testing, use flat test panels prepared, in accordance with ASTM G 7. Laboratory Testing - Non-Sacrificial Property Test M e t h o d, , intrusion 9750700.D012 All Jobs Laboratory Testing - Non-Sacrificial Property Test M e t h o d, , softening or adhesion loss. Outdoor Exposure Testing – Non-Sacrificial Property Test M e t h o, Property Test M e t h o d Requirement Cyclic Weather Testing AASHTO R-31, no salt fog, 95F, 0%- 90
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bars tested ................................................... 12 Figure 13. Test setup, ................................................................... 35 Figure 28. Fiber content representative test samples (a) pre-testing and (b) post-test (ignition) for Pultrall and (c) pre-testing and (d) post-test (ignition) for MST-Bar, e 46. Concrete compressive strength results at time of testing (ASTM C39) for bond pullout tests, bars. Experimental testing, including tensile, bond, and durability assessments, was conducted
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for verification testing along with corresponding mill certifications, certificates of analysis (COA) and test, .” 6.1.11.2 Quality Control Testing and Inspection The QC Plan must include the quality control test, of the Production Facility. Index tests derived from existing test methods may be developed and implemented, approval) to witness the test, and provide a report. Testing may be performed off-site, provided, successful test reports in the QC Plan. Hydrostatic testing will be subject to requalification after
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for verification testing along with corresponding mill certifications, certificates of analysis (COA) and test, .” 6.1.11.2 Quality Control Testing and Inspection The QC Plan must include the quality control test, of the Production Facility. Index tests derived from existing test methods may be developed and implemented, approval) to witness the test, and provide a report. Testing may be performed off-site, provided, successful test reports in the QC Plan. Hydrostatic testing will be subject to requalification after
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for verification testing along with corresponding mill certifications, certificates of analysis (COA) and test, .” 6.1.11.2 Quality Control Testing and Inspection The QC Plan must include the quality control test, of the Production Facility. Index tests derived from existing test methods may be developed and implemented, approval) to witness the test, and provide a report. Testing may be performed off-site, provided, successful test reports in the QC Plan. Hydrostatic testing will be subject to requalification after
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. 444-3.4 Testing: The pumping test employed to determine the capacity of the well and whether, General: Furnish all labor, materials and equipment required to construct, test and maintain deep, operated without interruption for a period of 30 minutes. Locate the intake of the test pump, -pumping water level prior to the start of the test. 444-3.5 Maintenance of Wells: Cap and seal the completed deep wells immediately following construction and testing of the well. During
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(minimum of three tests) greater than 2.5% and any individual test value more than 4.0%. The organic, are as follows: (see 914-3 for qualifying tests for these conditions.) The Contractor shall provide information or test results to the District Materials Engineer to substantiate these properties. At least 97, Engineer. When blending is permitted blended material shall be tested to ensure the above, samples per source 914-3 Testing of Materials for Use as Stabilizer. No testing of any materials
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,twoofwhichweresuccessfully testedandimplementedinthefield:amodifiedversionofOPAC(OptimizationPoliciesfor
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by the manufacturer are as per specifications. No change made. 2. The Spec requires that the testing of pipe joints and gaskets to be done in the presence of the Engineer. a. Are these tests done at the job site or the fabrication facility? Response: The tests are done at the fabrication facility. b, or/and the plant is required to hire an independent firm and provide the test results to the Department (SMO, seems to single-out metal pipe as having a unique special testing requirement. We agree
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of the connecting pipe. 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, thickness above the soil envelope then the Contractor must demonstrate with a successful test section
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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 and be verified by the Department, a QC test fails the requirements of 125-9.2 or when the QC tests cannot be verified, construct a new
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for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, ” Note: All pipe sizes above 96” must be tested on each individual size. Table 2 Hydrostatic Test, Specifications, and Part II Tests, Washington, D.C. Approved Product List (APL), Florida Department of Transportation Field sampling and Testing Manual, Florida Department of Transportation SCOPE, to the inspections, measurements, and necessary tests to substantiate materials and Pipe in conformity
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for Road and Bridge Construction American Society for Testing and Materials (ASTM) Standard Test Methods, licensed testing laboratory shall calibrate all jacks and gauges for the three-edge-bearing test, has been tested, unless otherwise requested by the Department. The Pipe Joint Performance Test, be tested on each individual size. Table 2 Hydrostatic Test Approval Size Ranges (Elliptical) Range 1, ), Part I Specifications, and Part II Tests Approved Product List (APL), Florida Department
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for Road and Bridge Construction American Society for Testing and Materials (ASTM) Standard Test Methods, that the testing equipment is properly maintained in accordance with the applicable test methods, above 96” must be tested on each individual size. Table 2 Hydrostatic Test Approval Size Ranges, ), Part I Specifications, and Part II Tests Approved Product List (APL), Florida Department, pertain to the inspections, measurements, and necessary tests to substantiate materials and Pipe
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for Road and Bridge Construction American Society for Testing and Materials (ASTM) Standard Test Methods, testing equipment. I. Joint forming equipment and gaskets, and Pipe test results. J. LOT number. K, ), Part I Specifications, and Part II Tests Approved Product List (APL), Florida Department, pertain to the inspections, measurements, and necessary tests to substantiate materials and Pipe, to perform specified inspections and tests and maintain an acceptable QC program in compliance
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for Road and Bridge Construction American Society for Testing and Materials (ASTM) Standard Test Methods, licensed testing laboratory shall calibrate all jacks and gauges for the three-edge-bearing test, has been tested, unless otherwise requested by the Department. The Pipe Joint Performance Test, be tested on each individual size. Table 2 Hydrostatic Test Approval Size Ranges (Elliptical) Range 1, ), Part I Specifications, and Part II Tests Approved Product List (APL), Florida Department
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