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be tested. All test results must comply with the manufacturer’s design data as shown, no deterioration. Prior to shipment to the project site, submit the test data for the bearings tested, using the same processes used to prepare the surface and apply the coating to the bearing. Test, be a minimum of 700 psi [4.8 MPa]. If the bond strength of the coating on the coupon is deficient, test, with this specification. 461-4 Testing and Certification. Ensure the manufacturer verifies the adequacy of the bearings
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designated must be tested. All test results must comply with the manufacturer’s design data as shown, using the same processes used to prepare the surface and apply the coating to the bearing. Test, be a minimum of 700 psi [4.8 MPa]. If the bond strength of the coating on the coupon is deficient, test, with this specification. 461-4 Testing and Certification. Ensure the manufacturer verifies the adequacy of the bearings by testing random samples manufactured for this project for the following conditions
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must be tested. All test results must comply with the manufacturer’s design data as shown, no deterioration. Prior to shipment to the project site, submit the test data for the bearings tested, using the same processes used to prepare the surface and apply the coating to the bearing. Test, of 700 psi [4.8 MPa]. If the bond strength of the coating on the coupon is deficient, test, with this specification. 461-4 Testing and Certification. Ensure the manufacturer verifies the adequacy
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piling. Except for test piles which are to be statically (or Statnamically) load tested, drive test, TEST PILES, EMBEDDED DATA COLLECTOR. (REV 9-18-08) (1-09) SUBARTICLE 455-5.12 (of the Supplemental Specifications) is deleted and the following substituted: 455-5.12 Test Piles: 455-5.12.1 D e s c r i p t i o n: Furnish test piles with Embedded Data Collectors installed. Ensure, , and in the presence of the Engineer. Obtain the Engineer’s approval prior to casting the test piles
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for test piles which are to be statically (or Statnamically) load tested, drive test piles, TEST PILES, EMBEDDED DATA COLLECTOR. (REV 9-18-08) (1-09) SUBARTICLE 455-5.12 (of the Supplemental Specifications) is deleted and the following substituted: 455-5.12 Test Piles: 455-5.12.1 D e s c r i p t i o n: Furnish test piles with Embedded Data Collectors installed. Ensure, , and in the presence of the Engineer. Obtain the Engineer’s approval prior to casting the test piles
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tested in accordance with ASTM E-303 using the British Pendulum Tester and has a British Pendulum, testdata verifying the material meets the requirements of this Section including verification, tested in accordance with either: a.ASTME-274,SkidResistanceofPavedSurfacesusinga standardribbed, n g t h e D y n a mic Friction Tester (DFT), at a speed of 40 mph (DFT40), and has a minimum DFT40, testingverifyingthatthematerial can meet the color as identified in the April 15, 2011, Interim Approval
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laboratory temperature (65-78°F [18-25°C]) and conditions. Property TestValue TestMethod, % to + 0.2% ASTMC1090** Expansion ≤2.0% for up to 3 hours ASTMC940 Property TestValue TestMethod, tested. Test grout at the specified pressure of 100 psi (689 kPa). An acceptable test will result, of materials or material sources requires new testing and certification of the conformance of the grout, be tested and certified by the supplier that the product meets the QC Control Specifications before use
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laboratory temperature (65-78°F [18-25°C]) and conditions. Property TestValue TestMethod, % to + 0.2% ASTMC1090** Expansion ≤2.0% for up to 3 hours ASTMC940 Property TestValue TestMethod, tested. Test grout at the specified pressure of 100 psi (689 kPa). An acceptable test will result, of materials or material sources requires new testing and certification of the conformance of the grout, be tested and certified by the supplier that the product meets the QC Control Specifications before use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d9380000.do.pdf?sfvrsn=275eb74d_0MassaH
. This includes detailed claims analyses, reports and expert witness testimony for over a dozen assignments, EXPERT’S PRIOR TESTIMONY EXPERIENCE. 1982 Trial in US Claims Court White Plains v. USPS $1.2 mil, and design errors on I-275 plate girder bridge. Massa testified on delay and design errors and claim, . Massa testified in several depositions. Case settled for $8.5 mil, $6.0 mil was for unpaid changes, mil claim for delay, design errors and superior knowledge. Massa testified and claim settled without
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to produce the minimum and maximum time of efflux. Property TestValue TestMethod, % to + 0.2% ASTMC1090** Property TestValue TestMethod Expansion≤2.0%forupto3hours ASTMC940, -Tensioning Institute. Report the percent bleed for the grout tested. Test grout at the specified pressure, sources requires new testing and certification of the conformance of the grout, with a total time from manufacture to usage in excess of six months shall be tested and certified
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laboratory temperature (65-78°F [18-25°C]) and conditions. Property TestValue TestMethod, % to + 0.2% ASTMC1090** Expansion ≤2.0% for up to 3 hours ASTMC940 Property TestValue TestMethod, of materials or material sources requires new testing and certification of the conformance of the grout, be tested and certified by the supplier that the product meets the QC Control Specifications before use, with Section 6 and include certified test reports from an independent laboratory, audited
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- each. Item No. 2455-137- Dynamic Load Tests - each. Item No. 455-143- TestPiles(Prestressed Concrete, 465-467) is deleted and the following substituted: 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, to conduct the load test in compliance with these Specifications, to record all data, and to furnish reports of the test results, Engineer to provide these services. Perform the load test by applying a load up to the load
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- each. Item No. 2455-137- Dynamic Load Tests - each. Item No. 455-143- TestPiles(Prestressed Concrete, 465-467) is deleted and the following substituted: 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, to conduct the load test in compliance with these Specifications, to record all data, and to furnish reports of the test results, Engineer to provide these services. Perform the load test by applying a load up to the load
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accompany the tester and be presented upon request. 3.2 Scale – Used for weighing the sample to be tested, . 4.2 4.2 Check the tester dial is reading zero prior to the start of the test. If the dial reading, to the body of the tester. Add two level scoops for 20-gram testers and add three level scoops for 26-gram testers. 4.4 While holding the tester body horizontally, place the two steel balls into the body, grams of the test material (depending on the type of tester being utilized) and protect the sample
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and size so designated must be tested. All test results must comply with the manufacturer’s design, in the plans, whichever is greater. 461-4 Testing and Certification. Ensure the manufacturer verifies the adequacy of the bearings by testing random samples manufactured for this project for the following conditions: (a)Testthebearingsforaperiodof24hoursunderthemaximum vertical load with the maximum, in the plans for each type of bearing. (b)Inaddition,testexpansionbearingsundermaximum vertical load during
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and size so designated must be tested. All test results must comply with the manufacturer’s design, in the plans, whichever is greater. 461-4 Testing and Certification. Ensure the manufacturer verifies the adequacy of the bearings by testing random samples manufactured for this project for the following conditions: (a)Testthebearingsforaperiodof24hoursunderthemaximum vertical load with the maximum, in the plans for each type of bearing. (b)Inaddition,testexpansionbearingsundermaximum vertical load during
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. Failing test results will result in restarting initial sampling and testing, months. 923-3 Chemical Requirements. 923-3.1 Testing: All chemical analysis or tests shall, shall be tested before use and shall not exceed the limits in Table 1: Table 1 Chemical Test, shallbe tested before use and shall not exceed the limits of Table 2: Table 2 Chemical Test, supplies approved by a public health department may be used without additional testing
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the credentials described in this Section to perform all testing and to provide certified test, ar systems, modify system test length to 15 feet. (c)Forsystems being tested for use in precast, Application Package including component drawings, system drawings, and test reports from, and inclusion on the list of Approved Post-Tensioning Systems. Anymarked variations from original test, is required for PT system and component testing; however, subcomponents of approved systems may
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) load tested, drive test piles their full length or to practical refusal. Build up test piles which, , with test piles STRUCTURES FOUNDATION – PILING. (REV 6-91826-09) SUBARTICLE 455-5.10.1 (page 534, the presence of the Engineer. TheEngineer will determine pile capacity of the Test Piles based on the results of Dynamic Load Tests. After analyzing the PDA data to determine the appropriate damping factor, Testing of the pile installation at no additional cost to the Department. Set PDA equipment
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be tested. All test results must comply with the manufacturer’s design data as shown in the approved, no deterioration. Prior to shipment to the project site, submit the test data for the bearings tested, by testing random samples manufactured for this project for the following conditions: (a)Testthebearingsforaperiodof24hoursunderthemaximum vertical load with the maximum rotational displacements applied, . (b)Inaddition,testexpansionbearingsundermaximum vertical load during six cycles of maximum
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