9274 search results for test
9380000.FHWA
TestValue TestMethod TotalChlorideIons Max.1.0lbs/yd 3 FM5-516 FineAggregate(if utilized)Gradation, TestValue TestMethod (b)30minutes after mixing with remixing for 30 sec Max. 30 Sec. or Max. 30 Sec, of materials or material sources requires new testing and certification of the conformance, be tested and certified by the supplier that the product meets the quality control specifications, an application in accordance with Section 6 and include certified test reports from an independent
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Testing of the pile cient for carrying the specified loads as the minimum bearing which is accepted, a each pier or bent based on the results of a Dynamic Load Test using externally mounted instruments. Allow the Engineer one work day after driving the dynamic load tested pile to analyze the data, to the Department. Set Dynamic Load Test equipment to the damping value provided by the Engineer prior to driving the production pile. IftheEngineerrequiresanadditionalDynamic Load Test for comparison urposes
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Testing of the pile installation at no additional cost to the Department. Set Dynamic Load Test, at each pier or bent based on the results of a Dynamic Load Test using externally mounted instruments. Allow the Engineer one work day after driving the dynamic load tested pile to analyze the data, . IftheEngineerrequiresanadditionalDynamic Load Test for comparison purposes on piles with a properly functioning EDC, the Contractor will be paid an additional Dynamic Load Test. If the Engineer directs
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Testing of the pile installation at no additional cost to the Department. Set Dynamic Load Test, at each pier or bent based on the results of a Dynamic Load Test using externally mounted instruments. Allow the Engineer one work day after driving the dynamic load tested pile to analyze the data, . IftheEngineerrequiresanadditionalDynamic Load Test for comparison purposes on piles with a properly functioning EDC, the Contractor will be paid an additional Dynamic Load Test. If the Engineer directs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp4550510b.pdf?sfvrsn=7fb383d5_0SP4550510A
are to be statically (or Statnamically) load tested, drive test piles their full length or to practical refusal. Build, first. For test piles which are to be statically (or Statnamically) load tested, ignore, without the presence of the Engineer. TheEngineer will determine pile capacity of the Test Piles based on the results of Dynamic Load Tests using externally mounted instruments. Allow the Engineer one work day after driving the dynamic load tested pile to analyze the data and determine the damping
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tests, the Engineer will consider all required static load testing Unforeseeable Work. When considered, , but not limited to, information gained from the driving of test piles, dynamic load testing, static, the test piles, completing all load tests, completing all redrives, and receiving all test reports, driving all the test piles, completing all load tests, completing all redrives, and receiving all test, capacity determination of prestressed concrete pile bridge foundations (without test piles) from blow
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/4550510b.fhwa.pdf?sfvrsn=eb3b28e6_09380000.FHWA
content to produce the minimum and maximum time of efflux. Property TestValue TestMethod, the percent bleed for the grout tested. Test grout at the specified pressure of 100 psi. An acceptable, bleed for the grout tested. Test grout at the specified pressure of 100 psi. An acceptable test, of efflux. Property TestValue TestMethod TotalChlorideIons Max.0.08%byweightof cementitious material ASTM C 1152 9380000 462 Items Property TestValue TestMethod FineAggregate(ifutilized) 99
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content to produce the minimum and maximum time of efflux. Property TestValue TestMethod, the percent bleed for the grout tested. Test grout at the specified pressure of 100 psi. An acceptable, bleed for the grout tested. Test grout at the specified pressure of 100 psi. An acceptable test, of efflux. Property TestValue TestMethod TotalChlorideIons Max.0.08%byweightof cementitious material ASTM C 1152 9380000 462 Items Property TestValue TestMethod FineAggregate(ifutilized) 99
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9380000.fhwacdd78ba628564e728e56976f3871b3d2.pdf?sfvrsn=a4594110_04600000RESPON
are: a. Rotational Capacity Test, which is a required field test for every project that has slip critical field, : details of test are in FM per instructions from Specs Office. b. Snug tightening criteria for DTI, is required. d. The test set-up descriptions in Item No. 5 and 6 in sub-article 460-5.4.10.1, . 460-5BoltedConnections,460-5.2.1RotationalCapacity(RC)Tests,Paragraph2 “DTIs”Describetheacronym, . 460-5BoltedConnections,460-5.2.1RotationalCapacity(RC)Tests,Paragraph4 “e.g.”Definee.g. RESPONSE:Disagree 53
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de test results and documentation that demonstrate the material meets .2 Testing: No test report for tests made more than one year prior to material per cubic yard. Up to 30%, by weight of cement, 4 inch by 8 inch cylinders for compressive strength testing at the required test date, and Testing. 457-2.6.1 Certification: For materials other than those for Portland cement grout, all the requirements of this Section and conform in all respects to the materials tested. Attach
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Documents. 457-2.6.2 Testing: No test report for tests made more than one year prior to shipment, to the materials tested. Attach copies of current test reports to the certificate, three 4 inch by 8 inch cylinders for compressive strength testing at the required test date, special fillers in accordance with the Contract Documents. Provide test results and documentation, . 457-2.6 Materials Certification and Testing. 457-2.6.1 Certification: For materials other than those
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Documents. 457-2.6.2 Testing: No test report for tests made more than one year prior to shipment, to the materials tested. Attach copies of current test reports to the certificate, three 4 inch by 8 inch cylinders for compressive strength testing at the required test date, special fillers in accordance with the Contract Documents. Provide test results and documentation, . 457-2.6 Materials Certification and Testing. 457-2.6.1 Certification: For materials other than those
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp4570000.pdf?sfvrsn=f3408444_0D9330000.do
-tested to a minimum stress of 130,000 psi [896 MPa]. 933-5.3.2 Static Test: From each mill heat, steel and the stress-strain curve, determined by static tensile tests, shall conform to the following, . 933-5RequiredTestsforReinforcing. 933-5.1General:Testsshallbemade to determine the physical characteristics of prestressing reinforcement. For tests specified to be made by the manufacturer, certified copies of all test results shall be submitted to the Department and the Department shall
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-tested to a minimum stress of 130,000 psi [896 MPa]. 933-5.3.2 Static Test: From each mill heat, steel and the stress-strain curve, determined by static tensile tests, shall conform to the following, . 933-5RequiredTestsforReinforcing. 933-5.1General:Testsshallbemade to determine the physical characteristics of prestressing reinforcement. For tests specified to be made by the manufacturer, certified copies of all test results shall be submitted to the Department and the Department shall
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: Property TestValue TestMethod Hardness,ShoreA Between60and90 ASTMD2240 TensileStrength >750psi
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not include pay items for Static Load Tests, they will be paid for as Unforeseeable Work. Dynamic load test, , but not limited to, information gained from the driving of test piles, dynamic load testing, static load, the test piles, completing all load tests, completing all redrives, and receiving all test reports, driving all the test piles, completing all load tests, completing all redrives, and receiving all test, , without test piles STRUCTURES FOUNDATIONS - PILING (REV 6-91826-09) SUBARTICLE 455-5.10.1 (page 534
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of the Test Piles based on the results of Dynamic Load Tests using externally mounted instruments. Allow the Engineer one work day after driving the dynamic load tested pile to analyze the data, . Except for test piles which are to be statically (or Statnamically) load tested, drive test piles, of the Engineer due to actions of the Contractor, engage a Specialty Engineer to perform Dynamic Load Testing of the pile installation at no additional cost to the Department. Set Dynamic Load Test equipment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/sp4550510a.pdf?sfvrsn=1ec4410a_0SS9160000
specifications for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate, Quality Control testing and loc y Vauum C e ation where the test will be done shall be identified, be obtained by the supplier and tested for Quality Control testing in accordance with 916-1.3.2. A single o, delivere e pretest all be valid for six mfrom the date of issue. The Departmen test pre-tested cu m, % in Trichlorethylene minim Test Conditions Asphalt Emulsion Grade AE-150 Minimum/Maximum Tests on Emulsion
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the drilled shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, : After completing testing, cut off the tested piles/shafts, which are not to be incorporated, to Chapter 2 of the Materials Manual – Section 2.4, VII, Testing and Submittal Requirements for Polymer, /shafts, except when driving specified test piling in end bents or when the Plans show uncased piles
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The CAV program seeks to engage public users, partners, and developers to encourage understanding of CAV technology so it is embraced as implementation increases. As stated in the CAV Business Plan, the objective of the CAV Program (and projects) is to improve safety for all transportation modes. As a testament of the program working with local agencies, the FDOT CAV program has partnered with cities such as Gainesville and Tallahassee on their signal phase and timing projects. Advancing
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