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4300048SS
the Engineer will also inspect for deflection. The Engineer may require further testing of the pipe as a result of the inspection. If so directed by the Engineer, test pipe 36 inches [900 mm] and less, by a method approved by the Engineer. If use of a mandrel is selected as the means of further testing, to the Department. Should the deflection test prove that the pipe met specifications, the Department will bear the cost of the deflection testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4300048ss.pdf?sfvrsn=e1196e6c_04300048SS
the Engineer will also inspect for deflection. The Engineer may require further testing of the pipe as a result of the inspection. If so directed by the Engineer, test pipe 36 inches [900 mm] and less, by a method approved by the Engineer. If use of a mandrel is selected as the means of further testing, to the Department. Should the deflection test prove that the pipe met specifications, the Department will bear the cost of the deflection testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4300048ssd1f1fffcea28476695ce337db86743f8.pdf?sfvrsn=80648338_09750702.FHWA
Performance Requirements: For laboratory testing, uUse flat test panels prepared in accordance, with ASTM G 7. Laboratory Testing- Non-Sacrificial Property Test M e t h o d Requirement Cyclic, , discoloration, softening or adhesion loss. Laboratory Testing- Sacrificial Property Test M e t h o d, - Sacrificial Property Test M e t h o d Requirement SS9750702 All Jobs Laboratory Testing, : For laboratory testing, use flat test panels prepared in accordance with AASHTO R-31. Outdoor
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of Sections 105 and 120 except as noted within this Section. Have the backfill material tested, independent testing laboratory prior to placement. Provide certification to the Engineer that the results, and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test value of the three samples exceeds 3%, the stratum, -chemical test criteria for determining corrosiveness: Criteria Test Method Resistivity: > 3000 ohm
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/ss5480206.pdf?sfvrsn=94003dfc_05480206.impl
and 120 except as noted within this Section. Have the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing, than 2.0% by weight of organic material, as determined by FM 1-T 267 and by averaging the test, . If an individual test value of the three samples exceeds 3%, the stratum or stockpile, that meets the following electro-chemical test criteria for determining corrosiveness: Criteria Test M
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be conditioned a minimum of two hours at -5 ± 3ºF in an environmentally controlled test chamber. Testing, ; Engineer a certified test report from an approved independent test laboratory that shows, be opaque white. The yellowness index shall no exceed 12 when tested in accordance with ASTM D 1925, of 70 when tested in accordance with ASTM E 1347. 972-4.2.4 Retroreflective Sheeting: The reflective, seconds when bent 180 degrees at the midpoint for each of four bends. The test on each post shall
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are in conjunction with changes made to Section 346. Language for drilled shaft slump loss test requirements, the producer is required to perform the slump loss test and provide the test data to the Contractor, strength acceptance testing will not have to employ a qualified Level II technician as laboratory, ) is expanded by the following new subarticle: 105-5.10 Testing Laboratories: Identify the laboratories performing testing. Ensure that the testing laboratories comply with the Laboratory
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i s h a l l l a b o r , materials and equipment required to construct, test and maintain deep, : T h e p u mping test employed to determine the capacity of the well and whether or not it meets, without interruption for a period of 30 minutes. Locate the intake of the test pump at least 5 feet, level prior to the start of the test. 444-3.5MaintenanceofWells:Capandsealthecompleted deep wells immediately following construction and testing of the well. During the construction operations, do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/sp4440000.pdf?sfvrsn=b85c4314_0SP4440000
i s h a l l l a b o r , materials and equipment required to construct, test and maintain deep, : T h e p u mping test employed to determine the capacity of the well and whether or not it meets, without interruption for a period of 30 minutes. Locate the intake of the test pump at least 5 feet, level prior to the start of the test. 444-3.5MaintenanceofWells:Capandsealthecompleted deep wells immediately following construction and testing of the well. During the construction operations, do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp4440000.pdf?sfvrsn=cf62d095_0SP4440000
i s h a l l l a b o r , materials and equipment required to construct, test and maintain deep, : T h e p u mping test employed to determine the capacity of the well and whether or not it meets, without interruption for a period of 30 minutes. Locate the intake of the test pump at least 5 feet, level prior to the start of the test. 444-3.5MaintenanceofWells:Capandsealthecompleted deep wells immediately following construction and testing of the well. During the construction operations, do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp4440000.pdf?sfvrsn=afb9f8d1_0SS4620000
tests on samples taken from the finished product. Test the remolded finished polyolefin material, of not less than 20 minutes. Perform OIT tests on samples taken from the finished product. Test the remolded, test length to 15 feet. For systems being tested for use in precast segmental construction, modify, the test must be submitted to the Engineer for approval. Tests must be conducted in the Engineer’s, of tendons being tested. The in-place friction test is not required on projects with straight
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss4620000.pdf?sfvrsn=8a3ed7b6_0SS4620000
tests on samples taken from the finished product. Test the remolded finished polyolefin material, of not less than 20 minutes. Perform OIT tests on samples taken from the finished product. Test the remolded, test length to 15 feet. For systems being tested for use in precast segmental construction, modify, the test must be submitted to the Engineer for approval. Tests must be conducted in the Engineer’s, of tendons being tested. The in-place friction test is not required on projects with straight
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4620000.pdf?sfvrsn=a042debd_02021_High Friction Surface Treatment (HFST) Synthesis for Florida Pavements
contract 11, 58% 4, 21% 4, 21% 17 Binder and Aggregate Testing Binder A summary of binder test, temperature test in Kentucky and New York. A couple states are considering alternative binder tests. Florida may add thermal compatibility testing. Pennsylvania may develop an instate test method for casting and testing epoxy binders for ultimate tensile strength. 18 Table 2-2. Binder Test Methods, the states have a polish stone value of 38. Soundness testing and a few other tests are used by a few
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pixel in the sign can be automatically tested once a day. Ensure that the pixel status test, . 781-3.18 Pre-installation Field Testing: Conduct pre-installation tests on all units, to the approved test procedures detailed in this section. Each DMS must pass the individual tests detailed, days prior to all tests to permit the Engineer or his representative to observe each test, or an extension of the contract period. 781-3.20 System Testing: Conduct approved DMS system tests
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Reporting: Specification compliance testing results shall be reported for the tests in the table below, emulsions, the cement mixing test will be waived. For tack products, the minimum testing, test, Saybolt Furol viscosity, original DSR, and solubility (on an annual basis). Residue testing, , producers shall include a report of test results from an independent laboratory confirming the material meets the requirements of this section. In lieu of submitting test results from an independent
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unit that fails the operation test at no additional charge to the Department. 695-6.4 Testing, with the existing and new equipment. Remove and replace any new equipment that fails the operational test at no cost to the Department.. Any substitute software modules submitted must be tested and approved, full with no voids beneath the sensor. 695-3.2.2 Test Requirements: Perform the manufacturer’s recommended on-site pre-installation test to determine the sensor’s condition using an Inductive
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, sample and test concrete of each design mix for water to cementitious materials ratio, air content, concrete production facility is used for the same mix design, describe the method of sampling, testing, Verification testing to verify compliance with specification requirements. All QC activities, strength test results from the same mix design for a Class IV or higher class of concrete, test results from the same mix design for a Class III or lower class of concrete is produced
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3460902.impl_2.pdf?sfvrsn=6088c426_0Earthwork 2025 Spring CA
Lab tests one to one testing frequency (one per soil type) Every test that QC runs, VT tests, section Construct a test section of the length of one full LOT Perform five QC tests at random locations within the test section All five QC tests and a Department Ve rification test must meet, performed was not required If resolution testing was required, but the QC test data was upheld, ’s test result fail any of the tests, reject the material for use as embankment If all test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/earthwork-2025-spring-ca.pdf?sfvrsn=ab325a92_1Earthwork 2025 Fall CA
Lab tests one to one testing frequency (one per soil type) Every test that QC runs, VT tests, section Construct a test section of the length of one full LOT Perform five QC tests at random locations within the test section All five QC tests and a Department Ve rification test must meet, performed was not required If resolution testing was required, but the QC test data was upheld, ’s test result fail any of the tests, reject the material for use as embankment If all test
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of Sections 105 and 120 except as noted within this Section. Have the backfill material tested for every, testing laboratory prior to placement. Submit a certification, signed and sealed by a Professional, metallic soil reinforcement, use backfill that meets the following electro-chemical test criteria for determining corrosiveness: Criteria Test Method Resistivity: > 3000 ohm -·cm FM 5-551 Soluble
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