8976 search results for test
SP4550512
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp4550512.pdf?sfvrsn=e157d326_04550001SS
- 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4550001ss.pdf?sfvrsn=7fec4cfc_04550001SS
- 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4550001ssf15cdbcff26e4229aed9362ede5044d4.pdf?sfvrsn=af315abb_0fdot-bdv25-977-67-sum
. A70-kiploadedtruckisparkedoverapileinendbentattheSandridgeRoad testingsite
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv25-977-67-sum.pdf?sfvrsn=cae79b7a_11600000.D01.fhwa
. The Engineer will perform Verification testssampling and testing at a the minimum frequency listed, Additional Requirements: 160-745.3.1 Quality Control Testing: 160-745.3.1.1 Bearing Values: Test, . Discontinue Unsoaked LBR testing if any unsatisfactory QC LBR test result is obtained or resolution, , the sample will be tested in accordance with AASHTO T88, and AASHTO M 145. If the Resolution Testing, , the Engineer will collect the remaining Verification split samples for testing. Verification Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/1600000.d01.fhwa.pdf?sfvrsn=fb24097_04610000SS
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/4610000ss.pdf?sfvrsn=8f8dd5c4_0D4610000.do
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4610000.do.pdf?sfvrsn=8f4be70a_04610000SS
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4610000ss.pdf?sfvrsn=6e4d8643_04610000SS
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/4610000ss.pdf?sfvrsn=8f73c26e_0D4610000.do
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4610000.dod4092f524e7b4a00be25064c94440021.pdf?sfvrsn=457544bf_04610000SS
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4610000ss.pdf?sfvrsn=cebcfc33_01600100.fhwa
Materials Office will perform Resolution testing. The material will be sampled and tested in accordance, density test for the top 12 inches. The density tests must meet the requirements of 160-7.2.3, , the Engineer will collect the remaining Verification split samples for testing. Verification Test results, will perform Resolution testing. The material will be sampled and tested in accordance with FM, Resolution testing. The material will be sampled and tested in accordance with FM 1-T 180, Method D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/1600100.fhwa.pdf?sfvrsn=66b94158_0D0060008.do
. 6-9 Laboratory Qualification Program. TestingLaboratoriesparticipating in the Department’s, during testing of Department products: a.CurrentAASHTO(AAP) accreditation. b.Inspectedon a regular basis per ASTM D 3740 for earthwork, ASTM D 3666 for asphalt and ASTM C 1077 for concrete for test, . ObtainDepartment approval prior to beginning testing. The application is available from the Department’s website, and maintain the qualification requirements at all times. Testing without the Department’s prior approval
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d0060008.do.pdf?sfvrsn=1906c9fd_0SP4570000
. 457-2.6.2 Testing: No test report for tests made more than two years prior to shipment, of this Section and conform in all respects to the materials tested. Attach current test reports, three 4 inch by 8 inch cylinders for compressive strength testing at the required test date, : When specified, furnish special fillers in accordance with the Contract Documents. Submit test, yard of filler after placement. Total amount of chloride will be tested at a random basis
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2016/files/sp4570000.pdf?sfvrsn=ed538d00_04570000.impl
. 457-2.6.2 Testing: No test report for tests made more than two years prior to shipment, of this Section and conform in all respects to the materials tested. Attach current test reports, three 4 inch by 8 inch cylinders for compressive strength testing at the required test date, : When specified, furnish special fillers in accordance with the Contract Documents. Submit test, yard of filler after placement. Total amount of chloride will be tested at a random basis
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4570000.impl.pdf?sfvrsn=9c74ba25_04550503.origind
) Specialty Engineer to perform, log, analyze,supervise field testing and report the test results, into waterways or other protected areas. 16. Proposed schedule for test shaft installation, load tests, pilot holes and/or load tests are performed, the Engineer will use the pilot hole and/or load test, drilled shaft inspector to perform testing. The Department may also perform comparison tests, of the Materials Manual – Section 2.4, VII, Testing and Submittal Requirements for Polymer Slurry
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/4550503.origind.pdf?sfvrsn=2fe0922b_0D4610000.do
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/julworkbook2003/files/d4610000.doa4cbfb7bf19b4415a6797a91c8fc3018.pdf?sfvrsn=255217e9_0D4610000.do
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d4610000.do.pdf?sfvrsn=e2975aa4_04550510A.origind
) 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/4550510a.origind.pdf?sfvrsn=a053fb60_05230100.origind
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/5230100.origind.pdf?sfvrsn=a342602a_0