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2000006SS
prior to starting reduced frequency of testing. If the Verification test fails, and Quality Control test data is not upheld by Resolution testing the Quality Control testing will revert, for testing. Verification Test results will be used for material acceptance purposes for the 16 LOTs, , allow the Engineer to make density tests for the lower courses to determine that the required, as determined by FM 1-T 180, Method D. 200-7.2.2 Frequency: Conduct QC sampling and testing at a minimum
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producer for each mix design to be tested. Record and certify test results for correction factors, . 3460100D01 All Jobs Ensure the QC testing laboratory input the compressive strength test results, the compressive strength test results into MAC within 24 hours, the QC testing laboratory will notify the VT, tests. The Engineer will determine the most accurate strength test result to represent the four, as structurally adequate, in the area represented by core tests at the actual test age, if the average
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) will be deemed acceptable if a slant cylinder test specimen, prepared and tested in accordance, days for slow set epoxies) prior to testing. For slow-set epoxy, an additional test specimen shall, at 14 days after joining. The cement mortar/concrete material for the slant-cylinder test shall have a compressive strength of at least 4,500 psi at 28 days when tested to ASTM C39. The slant- cylinder test procedure must be in accordance with ASTM C882 with the following modifications: 1
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(open time) will be deemed acceptable if a slant cylinder test specimen, prepared and tested, test shall have a compressive strength of at least 4,500 psi at 28 days when tested to ASTM C39. The slant-cylinder test procedure must be in accordance with ASTM C882 with the following, and 14 days for slow set epoxies) prior to testing. Forslow-setepoxy,anadditional test specimen, at the maximum temperature of the application range for the formulation tested. 3.Assemble
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, the applicable test methods and reporting requirements described in 455-15.8.1 apply to tests, tests for pH or viscosity, nor require the fluid to meet the minimum density specified, in 455-15.8.2. ProvideaCTQP qualified drilled shaft inspector to perform testing. The Department may also perform comparison tests. Provide equipment for such comparison tests when requested by the Engineer
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, suggest the following definition: “A nominal load applied to a tested anchor to keep the testing, be broadened to cover all acceptance testing (proof, performance, and creep tests). Suggest to replace, testing, 0.95 Fy should be changed to 0.90 Fy. Response, load in an anchor at a force level greater than its design load for testing purpose. Based, ), section (n) defines Alignment Load as “a nominal load maintained on a performance tested anchor
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for compressive strength tests. Record the ambient air temperature during the test. Ensure, on the core samples or test cylinders. Submit the results of the laboratory trial batch tests, mm] cylindrical test specimens to the Engineer for permeability testing before mix design approval, . The average permeability of the two tests, one test per cylinder, is considered the rapid chloride, . Inform the Engineer at least 48 hours before performing such tests. Perform slump loss testing
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permeability or surface resistivity tests on the core samples or test cylinders. Submit the results of the laboratory trial batch tests and field demonstration of verified test data and inspection, Department acceptance tests, which met all plastic and hardened concrete test requirements. (2, at 28 days, when tested per AASHTO T 277. Submit 2, 4 x 8 inches [102 x 203 mm] cylindrical test specimens to the Engineer for permeability testing before mix design approval. Take the permeability test
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one or more of sample testing, what happens to the asphalt mix that was installed on FDOT project, binder and emulsion testing is complicated and expensive and Contractors do not possess the necessary testing equipment, the State Materials Office provides some testing to assure that the samples tested meet Department specifications. However; like asphalt mix, the production of a binder, and QC testing to identify the failing material. Should asphalt mix be produced with what has been
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Acceptance tests within the specified time frame. 6.Sampling and Testing. Use the sampling and testing, -III. The composition and physical test properties for all mixes including Type S Asphaltic Concrete, GravelSection 901 t ng laboratory testing for mix design verification. a coarse e he eenings: Do, % of phosphate. 331-2.2.2 Fine Aggregate and Mineral Filler: In laboratory tests, and for th purpose, . In no case will the h itted mix design test data sh eet the requirements specified in Table 331-2
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Acceptance tests within the specified time frame. 6.Sampling and Testing. Use the sampling and testing, -III. The composition and physical test properties for all mixes including Type S Asphaltic Concrete, GravelSection 901 t ng laboratory testing for mix design verification. a coarse e he eenings: Do, % of phosphate. 331-2.2.2 Fine Aggregate and Mineral Filler: In laboratory tests, and for th purpose, . In no case will the h itted mix design test data sh eet the requirements specified in Table 331-2
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125 EXCAVATIONFORSTRUCTURESANDPIPE – ACCEPTANCE PROGRAM. (REV9-16-09)(FA11-9-09)(7-10) SUBARTICLE125-9.3.1(Page188)isdeletedandthefollowingsubstituted: 125-9.3.1Frequency:ConductQCStandardProctormaximum density sampling and testing at a minimum frequency of one test per soil type. The Verification test will be at a minimum of one test per soil type: Test Name QualityControl Verification Standard Proctor Maximum Density One per soil type Onepersoiltype Density OneperLOT
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125 EXCAVATIONFORSTRUCTURESANDPIPE-ACCEPTANCE PROGRAM. (REV6-5-03)(FA8-6-03)(1-04) SUBARTICLE125-9.3(Page173)isdeletedandthefollowingsubstituted: 125-9.3AdditionalRequirements: 125-9.3.1 Frequency: Conduct QC maximum density sampling and testing at a minimum frequency of one test per soil type. The Verification test will be at a minimum of one test per soil type: Test Name Quality Control Verification Maximum Density Onepersoiltype Onepersoiltype Density OneperLOT
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Resolution testing. If the Resolution test results satisfy the required criteria of Section 914, quality control (QC) test results. The Engineer will sample for Verification and Resolution testing, accredited laboratory designated by SMO to perform Resolution testing. If the Resolution Test results, at the frequency shown in 160-4.2.4. Discontinue unsoaked LBR testing if any unsatisfactory QC LBR test result, and tested in accordance with FM 5-515. If the resolution testing results meet the requirements
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Certification of Tests: For all aluminum materials, test certifications as specified in 9652, shall, hydrostatic joint test procedure for metal pipe no longer requires that the pipe joint be tested, have been hystostatically tested at the plant at the specifified pressure, does reference need, joint performance in plant testing. At that meeting, both you and the State Structures Design, Alignment of Pipe Joint Hydrostatic Plant Test Per both the current and proposed specifications
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120 ACCEPTANCEPROGRAM–GENERALREQUIREMENTS. (REV6-2-09)(FA6-4-09)(1-10) SUBRTICLE120-10.3.1(Page173)isdeletedandthefollowingsubstituted: 120-10.3.1Frequency:ConductQCsampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Test Name QualityControl Verification Verification of Shoulder-Only Areas, Bike/Shared Use Paths, and Sidewalks Standard Proctor Maximum
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Resolution testing. If the Resolution test results satisfy the required criteria, material from, in 160-4.74.1. Discontinue unsoaked LBR testing if any unsatisfactory QC LBR test result is obtained, Soil Classification and Organic Content Testing: Perform soil classification tests on the sample, (excluding gradation analysis). The following testing requirements must be met. Table 160-3 Test, by SMO will perform Resolution testing on the additional sample. The material will be sampled and tested
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will be randomly tested as follows: Position t h e marker b a s e d o w n , b e t w e e n t h e f l a t , p arallel 0.5 inch steel platesplatens of a compression testing machine. Place on top of the marker, adhesive Color: White Fade Resistance: Fourminimum,testedaccordingtoASTMG-23MethodHfor50hours
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concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346, for such test. Testtheinstallationundernormal operating conditions during the seven day test period, on the ground with 1 inch [25 mm] projecting above finished grade. 715-14 Tests of Installation. Uponcompletion of the work, test the installation to ensure that the installation is entirely free of ground, all labor, materials, and apparatus necessary for making the required tests. Remove and replace
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) for the vertical sidewall load test. When testing pull and splice boxes of various sizes (width x, test, and all environmental tests, can be completed using a single representative box/cover, ) for the vertical sidewall load test. When testing pull and splice boxes of various sizes (width x, test, and all environmental tests, can be completed using a single representative box/cover (instead, for environmental testing be obtained from full- size production samples. The industry standard governing
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