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SS3501401
in compliance with 350-14.1.1. If the results from the impact-echo test vary by ± 0.15 inches from the core boring, then the non-destructive test method can not be used on the pavement. In such case, opening of a sec oment to traffic at an earlier time provided that representative test cylinders, made in accordance with ASTM C 31 and tested in accordance with ASTM C 39, indicate a compressive strength of at least 2200 psi. Cure these test cylinders se
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the bent shape does not allow for the tensile testing of one of its straight portions, test, . Submit the test results to the Engineer for review and approval prior to installation. Testing, to the State Materials Office (SMO), a test report of the physical and mechanical property, produced. Qualification testing shall be conducted by an independent laboratory approved by the Department for performing the FRP test methods. Three production LOTS shall be randomly sampled
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selected and tested in 455-22.3 are verification tests performed by the Department. No Change Made, Profile (TIP) results to the list, since this test is becoming used more and more frequently. Response: “the results of other integrity tests” was added to the list. Thermal Integrity Testing, of the following sets of dynamic load testing conditions”. Is this a format issue when the numberings were, allows 2 days to decide? Response: Tests performed for 455-22.1 are identified by the Department
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without test piles, CAPWAP and Wave Equation Analysis In this method dynamic load tests are initially, dynamic load tests are initially performed on test piles or indicator production piles, pile driving. In this method, dynamic load tests are performed on test piles and all production piles, ) SUBJECT: Dynamic Testing of Piles Policy Update This bulletin updates Structures Design, : A9A18A32-C2B8-447A-AC36-0A6D0E0A0FC3 Structures Design Bulletin 25-02 Materials Bulletin 25-02 Dynamic Testing of Piles Policy
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/bulletins/2025/sdb-25-02.pdf?sfvrsn=baf2e8dc_1MB 25-02
without test piles, CAPWAP and Wave Equation Analysis In this method dynamic load tests are initially, dynamic load tests are initially performed on test piles or indicator production piles, pile driving. In this method, dynamic load tests are performed on test piles and all production piles, ) SUBJECT: Dynamic Testing of Piles Policy Update This bulletin updates Structures Design, : A9A18A32-C2B8-447A-AC36-0A6D0E0A0FC3 Structures Design Bulletin 25-02 Materials Bulletin 25-02 Dynamic Testing of Piles Policy
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for Dynamic tests suggest you Reword 455-12.5 to: 455-12.5 Dynamic Test Loads, - per square foot. Item No. 455-137- Dynamic Load Tests - each. Item No. 455-143- Test Piles, foot. Item No. 455-137- Dynamic Load Tests - each. Item No. 455-143- Test Piles (Prestressed, unit pricing for test piles when performing dynamic load tests on test piles? This sub-article states, epoxy dowel splices. • 455-11.5 – The dynamic load testing of test piles should be absorbed
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Requirements. EMULSIFIED ASPHALT GRADE CRS-1h Test Conditions M i n i mum/Maximum Tests on Emulsion, ) maximum 3% by volume Particle charge positive Tests on Residue From Distillation Test: Penetration, . EMULSIFIED ASPHALT GRADE NTSS-1hm Test Conditions M i n i mum/Maximum Tests on Emulsion, Tests on Residue From Distillation Test: Penetration (0.1mm) 77°F[25°C],100g,5 seconds minimum 60, 0.8% Sodium Dioctyl Sulfosuccinate (a) minimum 60% Sieve Test 0.10%max Residue by Distillation
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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 each applied coat of the coating system. Test three random locations in the first 1000 square feet and one
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sheet for the dosage rate of the accelerating admixture. 353-5 Test Requirements. Perform concrete sampling and testing in accordance with Section 346-5. Perform the plastic property tests, strength by cylinder testing as specified in 353-5 or the use of the maturity method test as described, solution. Test the concrete for consistency subject to the following values deviations from, tests prior to the addition of the accelerator. The requirements of 346-9 apply to this Section
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stabilizer. Perform tests on samples from the finished product. Furnish duct with a minimum thickness, the lateral load resistance test (FIB 4.1.4), without the use of a duct stiffener plate, using a load of 150, in diameter; Bond length test (FIB 4.1.8) must achieve 40 % GUTS in a maximum length of 16 duct diameters, to the component testing stated herein, the manufacturer shall establish, through testing, the minimum bending radius for the duct. The test consist of a modified duct wear test as described
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stabilizer. Perform tests on samples from the finished product. Furnish duct with a minimum thickness, the lateral load resistance test (FIB 4.1.4), without the use of a duct stiffener plate, using a load of 150, in diameter; Bond length test (FIB 4.1.8) must achieve 40 % GUTS in a maximum length of 16 duct diameters, to the component testing stated herein, the manufacturer shall establish, through testing, the minimum bending radius for the duct. The test consist of a modified duct wear test as described
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of products. Include in the record kee result of the inspection and testing. Keep certified test, the certification and/or testing of prestressing stee reinforcing steel, concrete materials, Inspection and Testing: The Engineer will perform tions, sampling, and testing to ensure ods, techniques, seating of wedges on the s a n and the Department’s verification tests. nt, ast two LOTs per year, ” or “twist” in the same direction. 450-4 Material Acceptance and Testing. 450-4.1 Concrete: Perform the QC
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in accordance with the Contract Documents. 163-4 Acceptance Testing. Prior to excavation meeting the requirements of 163-3, perform a field percolation test that consists of the following: 1. Every 150, of percolation. If the rate of percolation is not 1 inch per hour or greater at a test site, notify the engineer of a failed test. Prior to placement meeting the requirements of 163-3, provide to the Engineer the location of the soil source(s) and certification of testing as required in 987-2.4. 163-3
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are for Environmental Tests. The following criteria are for Mechanical Vibration. 2 6.4.3.1 Module undergoes mechanical vibration test per MIL-STD-883 test method 2007, with three 4-minute cycles along, are for Temperature Cycling. 3 6.4.3.2 Module undergoes temperature cycling test per MIL-STD-883 test method 1010, with a temperature range of -40°C (-40°F) to +74°C (+165°F), a minimum of 20 cycles, extreme temperature. FORMDROPDOWN Module is non-operating during test. Document Review FORMTEXT
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General: Employ a professional testing laboratory, or Specialty Engineer with prior load test, concrete to obtain this strength at an earlier time to prevent testing delays. Load test piles/shafts, test equipment supplied by the Department within 30 days after completing the load tests, conference or no later than 30 days before beginning test pile installation of the proposed testing, test load to the pile/shaft unless shown otherwise in the plans. Before load testing begins, furnish
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General: Employ a professional testing laboratory, or Specialty Engineer with prior load test, concrete to obtain this strength at an earlier time to prevent testing delays. Load test piles/shafts, test equipment supplied by the Department within 30 days after completing the load tests, conference or no later than 30 days before beginning test pile installation of the proposed testing, test load to the pile/shaft unless shown otherwise in the plans. Before load testing begins, furnish
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in an environmentally controlled test chamber. Testing shall be performed in the environmental chamber, of their product shall submit an application in accordance with Section 6 and include certified test reports from an approved independent test laboratory that shows the material meets all specifications herein, index shall not exceed 12 when tested in accordance with ASTM D 1925 or ASTM E 313. The daylight 45 degree, 0 degree luminous directional reflectance shall be a minimum of 70 when tested in accordance
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testing or calculations using data from the display properties test to demonstrate the front face, . A completed Testing Laboratory and Report Checklist, if test report is provided. A statement, party test report that demonstrates compliance with this requirement. A completed Testing Laboratory, Applicant may provide comments in this field. Physical Inspection TERL Test Cases (Steps): DMS002, information in submittal. TERL Test Cases (Steps): DMS001 (Step 1), DMS005 (Step 25) FORMTEXT
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is bladed to a cross section parallel to the finished base. [Spec. 200-6] 12. Density tests for the lower, and Testing at the minimum frequency required. [Spec. 200-7] 18. Irregularities greater than 1/4 inch, , adding base material where necessary, and recompacting. [Spec. 200-6] 23. Reuse LImerock is tested
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Qualified Testing Technicians: Ensure that the testing technicians have the following certifications, as appropriate: 1.ACI Concrete Field Testing Technician Grade I, for personnel performing concrete plastic property tests and ACI Self-Consolidating Concrete Testing Technician if testing self-consolidating concrete (SCC). 2.ACI Concrete Strength Testing Technician, for personnel performing tests on hardened properties of concrete. SUBARTICLE 105-8.8 is deleted and the following
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