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D4600023.do
and non-destructive testing in accordance with the current applicable edition of the ANSI/AASHTO/AWS D1.5 Bridge Welding Code. For tubular components, perform fabrication and non-destructive testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4600023.do.pdf?sfvrsn=8ccdad35_04550518DB.resp
reads: "The certification shall not be contingent on any future testing or approval by Engineer, disclaimers in the certification letters stating that their certification is contingent upon testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/4550518db.resp.pdf?sfvrsn=7887cf9a_04500301-724origind
strength by testing the compressive strength test cylinders. Make a minimum of two compressive, for pretensioning is based on manufacturer’s certification and the Department’s verification tests. The sampling for verification testing will be performed by the Department at each plant, strength cylinder tests or other approved means, no later than 24 hours after casting and every 24 hours thereafter until release strength is developed. In lieu of every 24 hour testing, estimate
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in air when tested according to ASTM D3895. Perform additional OIT tests on samples taken from, . Perform all required verification and testing at no expense to the Department, tested according to ASTM C272. Provide a written certification from the manufacturer stating, by strength test cylinders can be identified in the event the test cylinders indicate deficient strength. When concrete is placed by pumping, take all test samples of concrete at the end of the discharge line
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss40001004013e52c172d4ff6a8b87198e5d6e721.pdf?sfvrsn=eabd1ea_0SS4000100
in air when tested according to ASTM D3895. Perform additional OIT tests on samples taken from, . Perform all required verification and testing at no expense to the Department, tested according to ASTM C272. Provide a written certification from the manufacturer stating, by strength test cylinders can be identified in the event the test cylinders indicate deficient strength. When concrete is placed by pumping, take all test samples of concrete at the end of the discharge line
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4000100.pdf?sfvrsn=230ee162_04600000.origind
areas of concern for fabrication, inspection and testing. 8. Handling of Material Test Reports. 9, . 460-1.1 General: Prepare, fabricate, assemble, erect, and perform all nondestructive testing, .................Section 962 Material Testing and Certifications ....................Section 962, of inspections or tests, and personnel responsible as appropriate. Include forms or other documents, and rotational capacity (RC) tests; and Direct Tension Indicator (DTI) Verification tests h
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/4600000.origind.pdf?sfvrsn=b7a9a543_0SS6300000
that have been tested and listed by a Nationally Recognized Testing Laboratory to the following industry, sample of any material tested maintains a minimum of 70 percent of its original tensile strength, as no other cables are present within the void. Perform continuity tests and insulation resistance tests on all locate wires and provide the Engineer with all test results. Replace, or repair defective, to ground in accordance with the manufacturer’s instructions. Test the locate wire system after
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/ss6300000.pdf?sfvrsn=68471fcd_04620000comm
for the grout caps. This section needs to stipulate a standard test method, if one is available. If none, momentary or sustained? If sustained, for what period of time? Should the actual test pressure be at some, The one comment under 462-2, We are requiring the laboratory testing plastic ducts to be AMRL inspected. AMRL does not inspect laboratories that test plastic ducts and there is no other provision, : This section requires all laboratories testing to be conducted at an AMRL approved lab. The only
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, in the event that the application of the Resolution test data results in a failure to meet, ), address any material represented by the failing test result in accordance with 334-5.1.9.5, designed to be be used for (To compare sets of test data run by two different labs.) Opening, Asphalt * 334-5.1.1.2:Paragraph2 states: “In addition, density testing for acceptance, , the CEI interpreted the ramp as being more than 1,000 feet and held us to density testing. We
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to submit product data sheets, performance test reports from an independent laboratory showing the sign, be tested in accordance with, and meet all the performance requirements of ASTM D4956, including, must be tested and meet the requirements identified in ASTM D4956 or this Section as applicable, will be tested as a system consisting of white base sheeting and each color of ink and/or overlay. Panelsfortestingsheetingmust be prepared in accordance with 994-3 for testing. The in-service life
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with Section 6 and shall include certified test reports from an independent testing laboratory which, . 937-4.2 Minimum Performance Requirements (FM 5-568): When tested in accordance with FM 5-568, a subsequent Confined Tension Test shall not be less than 1,826 psi. 937-4.3 Product, . 937-5.2 Minimum Performance Requirements: Test undercut anchor systems in accordance, be made in accordance with Section 6 and shall include certified test reports from an independent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/9370000.fhwa2.pdf?sfvrsn=49ed0c07_05550000.FHWA
tight joint requirements. Conduct tests for joint integrity for one hour. The test for a soil tight, or exceed soil tight joint requirements. Conduct tests for joint integrity for one hour. The test, (1) AWWA C200 API 2B (2) (1) No hydrostatic test required (2) Dimensional tolerances only, site and agrees that proper preparations have been made. 555-4.1.1 Product Testing: When, the Engineer and investigate the damage. The Engineer may require a pressure test and reserves
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/5550000.fhwa.pdf?sfvrsn=44152ef4_0Structural Materials_09-29-2025
-Consolidating Concrete (SCC) based on additional plastic property tests (Precast/Prestressed). (MM 8.4, Cylinders” QR VR IF Difference (%) ≤ 14% QC test results are verified, the Engineer will accept the concrete based on QC test results. IF Difference (%) > 14% The QC data is not verified, , the Engineer will determine the most accurate strength test result (QC or VT) to represent the four or fewer consecutive LOT(s). When the Engineer cannot determine which strength test results
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°F.Ensureloopsealantistackfreewithinamaximum of 2 hours from time of application and when cured as tested for tack free time using, e d for 2 weeks at 77°F as tested for adhesion using visual inspection. Ensure loop sealant shows, for 2 weeks at 77°F as tested for shrinkage using a dimensional measurement. Ensure l o o p s e a l, resists penetration of foreign materials as tested for durometer hardness using ASTM D2240 Shore A for 24, e a l a n t d o e s n o t b e c o me brittle with age or temperature extremes as tested for weight
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and when cured as tested for tack free time using ASTM C679 at 77°F. Ensure l o o p s e a l a n t s e c, / 8 i n c h b y 3 i n c h s a w c u t , c u r e d for 2 weeks at 77°F as tested for adhesion using, installed in a 3/8 inch by 3 inch saw cut, cured for 2 weeks at 77°F as tested for shrinkage using, fluid for 24 hours. Ensure loop sealant resists penetration of foreign materials as tested, or temperature extremes as tested for weight loss, cracking, and chalking using ASTM C1246
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/6600000.origind.pdf?sfvrsn=c60a868b_07110000RESPON
, 2005 Time: 09:29:52 AM Comment: 711-2.1 Need some terminology in the spec that allows for testing, to these sections as it is written in 710-4.1, remove "The Engineer change will conduct field testing in accordance to....." to "conduct field testing in accordance to.... Response: The comment, , the wording should be "Measure and record test data, certify..... no later than the next working day, therefore recommend that a one year test period is enacted with the new material specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/7110000respon.pdf?sfvrsn=a0cac1e_07820000FHWA
for the device or system under test. TheEngineermay accept certification by an independent testing, of the equipment’s installation. At minimum, include in the video display system test the testing of each, under test. TheEngineermay accept certification by an independent testing laboratory in lieu, . Complete the tests within five calendar days from the initiation of the testing process, certifies their its device has successfully completed environmental testing as defined
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- graffiti coatings and that no moisture is present when tested in compliance with ASTM D 4263. Do, Cleaning Concrete for Coating .........ASTM D 4258 Testing pH of cleaned concrete surface, -graffiti coating or coating system is to be applied over an existing coating, conduct apply a test patch (minimum area of 4 square feet) in accordance with this Section 560-15. Allow the test patch, of this test requirement. 563-2.4 Base Coat: Apply the base coat, if part of the system, as recommended
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/5630000.fhwa.pdf?sfvrsn=8ac206bd_0D7040000
shall meet the following compressive load test: Arandom sample of five markers shall be tested in accordance with Florida Test Method FM 5-541. Markers tested shall have a compressive strength, in accordance with Florida Test Method FM 5-541. 704-2.4PhysicalRequirements:Themarkers shall meet, % of the original dry weight when tested in accordance with the ASTM C 373
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) to introduce testing of application, (3) and to correct reference to the friction testing procedure, supported by steel girders, (2) to introduce testing of application, (3) and to correct reference to the friction testing procedure. Please share this proposal with others within your responsibility, ) at 1/2 inch level; 0.00 pounds/yd 3 (criteria of 0.75) at 1 inch level Water absorption test (ASTM C 642) 0.50% maximum/48 hours; 1.5% maximum/50 days NCHRP 244 Series II - cube test Water
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