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6110400 ACCEPTANCE PROCEDURES FOR TRAFFIC SIGNALS AND DEVICES COMMENTS FROM INTERNAL/INDUSTRY REVIEW Pat McCann (954) 777-4387 pat.mccann@dot.state.fl.us Comments: (6-16-11) D4 Contruction has the following comments: Revise the proposed text to "Start the 48 hour test on a Monday Tuesday, test does not include a weekend, holiday or special event the contractor will be prevented from starting the 48 hour test on a holiday, day preceding a holiday or special event. No change made. ******************************************************************************
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keeping the deficiencies found as a result of the inspection and testing. Keep certified test, the certification and/or testing of prestressing steel, reinforcing steel, concrete materials, Quality Assurance Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure of the quality and acceptability of the materials, methods, techniques, )Strandswhicharebeingsplicedhave the “lay” or “twist” in the same direction. 450-4 Material Acceptance and Testing
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keeping the deficiencies found as a result of the inspection and testing. Keep certified test, the certification and/or testing of prestressing steel, reinforcing steel, concrete materials, Quality Assurance Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure of the quality and acceptability of the materials, methods, techniques, )Strandswhicharebeingsplicedhave the “lay” or “twist” in the same direction. 450-4 Material Acceptance and Testing
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tested in accordance with FM 5- 578. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take the resistivity test specimens from, for the required plastic and hardened property tests. Cure the field trial batch specimens similar to the standard laboratory curing methods. Submit the resistivity test specimens at least 7 days prior to the scheduled 28 day test. The average resistivity of the three cylinders, eight readings per
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this Section. Have the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement, the following electro-chemical test criteria for determining corrosiveness: Criteria Test Method
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the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement. Submit a certification, signed, -chemical test criteria for determining corrosiveness: Criteria Test Method Resistivity: > 3000 ohm
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material tested for every soil type for pH by a Department approved independent testing laboratory, the test results for three randomly selected, representative samples from each stratum or stockpile, of the reinforced fill volume if an individual test value exceeds 3.0%. Usebackfill with a maximum plasticity
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. Have the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement. Submit a signed, -chemical test criteria for determining corrosiveness: Criteria Test M e t h o d R e s i s t i v i t y
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tests on pipe joints at the plant in accordance with ASTM C 443 [ASTM C 443M] test methods. Soil, )Ensurethe manufacturer has a suitable apparatus for testing each product in accordance with ASTM C 497 [ASTM C 497M] and performs all tests outlined in ASTM C 497 [ASTM C 497M] when requested, , and will not be tested for strength of the finished pipe. Approval of the strength of the finished, in Section 10.2 of ASTM C 1450 except the specimen will be tested by the appropriate section of ASTM C
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tests on pipe joints at the plant in accordance with ASTM C 443 [ASTM C 443M] test methods. Soil, )Ensurethe manufacturer has a suitable apparatus for testing each product in accordance with ASTM C 497 [ASTM C 497M] and performs all tests outlined in ASTM C 497 [ASTM C 497M] when requested, , and will not be tested for strength of the finished pipe. Approval of the strength of the finished, in Section 10.2 of ASTM C 1450 except the specimen will be tested by the appropriate section of ASTM C
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was questioning the reel test results, test procedures and the non-testing of the operating software
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failure time of three hours when tested for stress crack resistance using ASTM F2136 at an applied, meeting the credentials described in this Section to perform all testing and to provide submit certified test reports for materials and components. Certification may be performed by a qualified, Materials Office. Conform all testing procedures used for materials or components to applicable American Society of Testing and Materials (ASTM) and International Federation of Structural Concrete
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the tests after washing and after each applied coat of the coating system. Test three random locations, 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 each applied coat of the coating system. Test three random locations in the first 1000 square feet and one random location for each, and nitrate concentrations on all steel surfaces using soluble salts test kits meeting the requirements
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, in the event that the application of the Resolution test data results in a failure to meet, ), address any material represented by the failing test result in accordance with 334-5.1.9.5. Industry, designed to be be used for (To compare sets of test data run by two different labs.) Opening the door, . In situations where the QC tests are determined to be invalid and the Resolution tests are used for acceptance, then the same course of action should apply for Resolution tests that do not meet Table
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the approval of all federal, state and local regulatory authorities. Perform the following tests, at 68ºF Test Method Density 62 to 65 lb/ft 3 (fresh water) 64 to 67 lb/ft 3 (salt water) Mud, Polymer Slurry Properties Item to be measured Range of Results at 68ºF Test Method Sand Content 0.5, with the manufacturer’s published procedures. Test and verify the polymer slurry meets the above, : Perform CSL testing between 72 120 hours and 25 calendar days of shaft concrete placement and after
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applied. Ensure that loop sealant does not run out of unlevel slots as tested for viscosity using, of application and when cured as tested for tack free time using ASTM C679 at 77°F. Ensure loop sealant, weeks at 77°F as tested for adhesion using visual inspection. Ensure loop sealant shows no visible, at 77°F as tested for shrinkage using a dimensional measurement. Ensure loop sealant resists weather, oils, gasoline, antifreeze, and brake fluid as tested for absorption using ASTM D570 for water
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flat on the ground with 1 inch projecting above finished grade. 715-143 Tests of Installation. Upon completion of the work, test the installation to ensure that the installation is entirely free, . Furnish all labor, materials, and apparatus necessary for making the required tests. Remove and replace any defective material or workmanship discovered as a result of these tests at no expense to the Department, and make subsequent re-tests to the satisfaction of the Engineer. Make all
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testing, the Engineer may require at least one test. 556-4.3.2 Drainage Application Testing (Under, Resin Pipe (RTRP) ASTM D2996 or ASTM D2997 ASTM D2996 or ASTM D2997 (1) No hydrostatic test required (2) Dimensional tolerances only Unless otherwise tested and approved by the Department, only, substituted: 556-4.3 Testing: 556-4.3.1 Testing Requirements: Ensure all casing joints meet the Department’s watertight pressure requirements in accordance with Section 430. Testing may consist of one
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, or polarity of the test conditions as it would be applied to a luminaire and is therefore not complete w/r defining a test protocol for luminaires. The C-High rating category has only the unipolar combination wave defined as a standard test waveform as its expected test condition 2. C62.41.2 C-High, surge test equipment employed in manufacturer or recognized NRTL’s. Most equipment is supplied by ThermoFisher and is based on a 2 Ohm combination probe requiring 20kV testing condition to create
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or Less Sublot Test Results: In the event that two or less sublot test results are available for a LOT, or minus signs.) Use the 1-Test column when there is only one sublot test result and use the 2-Tests column when there are two sublots. Table 334-6 Small Quantity Pay Table Pay Factor 1 Sublot Test Deviation 2 Sublot Test Average Deviation Asphalt Binder Content 1.05 0.00-0.23 0.00-0.16 1.00, Small Quantity Pay Table Pay Factor 1 Sublot Test Deviation 2 Sublot Test Average Deviation (1
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