9037 search results for test
D5560000.do
) ASTM D 2296 OR ASTM D2997 N/A (1) No hydrostatic test required (2) Dimensional tolerances only Unlessotherwise tested and approved by the Department, only use encasement pipe or uncased carrier, Testing: 556-4.3.1 Product Testing: When there is any indication that the installed product has, may require a pressure test and reserves the right to be present during the test. Perform pressure test within 24 hours unless otherwise approved by the Engineer. Furnish a copy of the test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5560000.doa2c1e3533b414c8eba93cc5719ef61ed.pdf?sfvrsn=24dda4b1_05560000.impl
by the owner. If the owner does not require pressure testing, the Engineer may require at least one test, ) ASTM D2996 or ASTM D2997 ASTM D2996 or ASTM D2997 (1) No hydrostatic test required (2) Dimensional tolerances only Unless otherwise tested and approved by the Department, only use encasement, from the leading edge of the casing. 556-4.3 Testing: 556-4.3.1 Testing Requirements: Ensure all, . Testing may consist of one of the following methods but must always meet or exceed Department testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/5560000.impl.pdf?sfvrsn=7f54dffa_0ENHANCESP
: Fortransportationenhancement projects the number of tests required is reduced from three to one. SUBARTICLE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/enhancesp.pdf?sfvrsn=a884656e_06110202.comm
completion of all field tests in accordance with 611-4, a Warranty/Maintenance period for the repair
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/6110202.comm.pdf?sfvrsn=398fb7_02830004SS
will provide the density requirements specified herein. 283-4.4 Density Tests: Meet the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/2830004ss.pdf?sfvrsn=4d0cd2f5_0denhance
by the following: Fortransportationenhancement projects the number of tests required is reduced from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/denhance.pdf?sfvrsn=a0427cb8_04551206-722origind
to include performance tests within the costs of temporary sheet piling. Please share this proposal, , and including wales, anchor bars, dead men, soil anchors, proof tests, performance tests, creep tests, and other incidental items when an anchored wall system is required. Removal of the sheet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/4551206-722origind.pdf?sfvrsn=f4975f72_2DENHANCE.DO
by the following: Fortransportationenhancement projects the number of tests required is reduced from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/denhance.do.pdf?sfvrsn=834c428f_0denhance
: For transportation enhancement projects the number of tests required is reduced from three to one
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/denhance.pdf?sfvrsn=dd6db928_02830004SS
will provide the density requirements specified herein. 283-4.4 Density Tests: Meet the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/2830004ss.pdf?sfvrsn=22e6d240_0ENHANCESP
: Fortransportationenhancement projects the number of tests required is reduced from three to one. SUBARTICLE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/enhancesp.pdf?sfvrsn=d0a5f196_02830004SS
will provide the density requirements specified herein. 283-4.4 Density Tests: Meet the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/2830004ss.pdf?sfvrsn=f1f11f44_03500902-723comm
in section “ 350-9.2.1 Reduced Frequency for Quality Control Tests under sub section 1. Advise “1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/3500902-723comm.pdf?sfvrsn=18247405_15340000.FHWA
for performance of all quality control testing and inspections required by Sections 346 and 400 for the precast component construction. Perform all Quality Control Testing using Construction Training and Qualification Program (CTQP) qualified testing personnel. Perform compressive strength testing, with Section 6, independently certified test reports, and written certification that the product meets, ) with a uniform color, pattern, and texture as shown in the Plans. 534-76 Test Wall. Erect a test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/5340000.fhwa.pdf?sfvrsn=df4e24b8_0Dev660-995TPDS-726 (12-2-25) EFF 7-1-26
. Submit a test plan for the field acceptance test (FAT) to the Engineer a minimum of 30 calendar days before commencement of testing for review and approval; tests cannot commence or be scheduled until test plans are approved by the Engineer. For each testing phase, test plans must include descriptions of test procedures; test form with areas for test result recording, test conductor, and witness signatures; pass/fail criteria; and test schedule. The test plan must include a detection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev660-995tpds-726-(12-2-25)-eff-7-1-26.pdf?sfvrsn=cad80104_3Dev660-995TPDS-725 (11-20-25) EFF thru 6-30-26
. Submit a test plan for the field acceptance test (FAT) to the Engineer a minimum of 30 calendar days before commencement of testing for review and approval; tests cannot commence or be scheduled until test plans are approved by the Engineer. For each testing phase, test plans must include descriptions of test procedures; test form with areas for test result recording, test conductor, and witness signatures; pass/fail criteria; and test schedule. The test plan must include a detection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev660-995tpds-725-(11-20-25).pdf?sfvrsn=8c500c5d_36300301.FHWA
for the application and approved by the Engineer. Perform continuity tests and insulation resistance tests on all locate wires. Provide the Engineer with all test results. Replace or repair defective locate, continuity tests and insulation resistance tests on all locate wires. Provide the Engineer with all test results. Replace or repair defective locate wire at no additional cost. Make locate wire
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/6300301.fhwa.pdf?sfvrsn=ba3c0348_06300301.fhwa
for the application and approved by the Engineer. Perform continuity tests and insulation resistance tests on all locate wires. Provide the Engineer with all test results. Replace or repair defective locate, continuity tests and insulation resistance tests on all locate wires. Provide the Engineer with all test results. Replace or repair defective locate wire at no additional cost. Make locate wire
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/6300301.fhwa8564367164ef464a927759e5be3b3b91.pdf?sfvrsn=c917b35f_04551506.origind
substituted: 455-15.6 Excavations: When pilot holes and/or load tests are performed, the Engineer will use the pilot hole and/or load test results to determine the authorized tip elevations, not begin until pilot hole and/or load test reports are approved by the Engineer. Shaft tip elevations based on pilot hole results and/or load tests may vary from the Tip Elevations presented in the plans, All Jobs. 4 plans, substitute Standard Penetration Tests (SPT) for coring. In such cases, supply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/4551506.origind.pdf?sfvrsn=372197d5_09820000FHWA
or other container. 982-2 Certification. TheContractor shall provide the Engineer a certified test, of this Section are met. The certified test report shall conform to the requirements of Section 6 and include test results for total nitrogen, available phosphoric acid, water-soluble potash, and sulfur, ) to be used based on the soil testing laboratory recommendations by matching the ratio of nutrients, to be fertilized in square feet. 2. Select fertilizer(s) to be used based on the soil testing laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/9820000fhwa.pdf?sfvrsn=7e02099a_0