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SS5230201
and shoulder pavement at the crosswalk location. The test installation will be tested for skid resistance, with the manufacturer’s specifications and procedures has been tested in accordance with the ASTM E-274, service test demonstrating that the imprinted texture and coating materials meet the following, vehicles per day per lane, approved by the State Materials Office. The test installation shall
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and shoulder pavement at the crosswalk location. The test installation will be tested for skid resistance, with the manufacturer’s specifications and procedures has been tested in accordance with the ASTM E-274, service test demonstrating that the imprinted texture and coating materials meet the following, vehicles per day per lane, approved by the State Materials Office. The test installation shall
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pavement at the crosswalk location. The test installation will be tested for skid resistance and wear, with the manufacturer’s specifications and procedures has been tested in accordance with the ASTM E-274, Skid, substituted: 523-2.2 Performance Requirements: QPL approval will be contingent on a field service test, per day per lane, approved by the State Materials Office. The test installation shall be a minimum
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by the manufacturer. When a manufacturer’s product is tested and approved by the Department using a primer, s i c a l R e quirements: Silicone Sealant Type Test Method TypeA TypeB TypeC TypeD Flow, 20ml/min 20ml/min Silicone Sealant Type Test Method TypeA TypeB TypeC TypeD rate (minimum, Sealant Type Test Method TypeA TypeB TypeC TypeD 3ºFand50 ±5% Relative Humidity) Ozone, of sealant. After cure of sealant, briquettes shall be tested in accordance with AASHTO T132
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/9320103.impl.pdf?sfvrsn=242cf8cb_04100000FHWA
of absorption tests to one test every five LOTs when the results of five consecutive LOTs meet, is permitted to verify the shipping strength test, before 28 days, by testing compressive strength, . The use of 4 x 8 inch [100 x 200 mm] test cylinders is allowed for the testing of precast concrete, tests on specimens from each LOT of dry-cast production in accordance with the test methods in ASTM C, the frequency of absorption tests to one test every five LOTs when the results of five consecutive
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strength, cast test cylinders for each mix for compressive strength determination or develop a curing concrete strength versus time curve (S/T Curve) which can be used in lieu of multiple test cylinders, ’s approval of the S/T Curve and its supporting data. An approved testing laboratory may be used, different elapsed times that begin once test cylinders are cast; however, one of the elapsed times must, a corresponding compressive strength computed by averaging the compressive strength of two test cylinders
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the testing in going to proceed. I would expect that the majority of the projects let with the options, department acceptance. The declaration of what testing option the contractor has chosen should, states “If any of the Independent Verification test results, excluding the percent passing the No. 8, the No. 8 sieve test results. The specification wording in 337 has been modified slightly to be clearer. The new wording is “8. In 334-5.1.7.1, the No. 8 sieve test results shall not be excluded.” The IV
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for increased durability. 2. Updated AASHTO/ASTM test method references to the current version, Providecertifiedtestresultsforeachbatchoffibermaterial indicating compliance with the above tests. SUBARTICLE, with AASHTO T 312-11 12 and FM 1-T 209 (and conditioning prior to testing) will not be required as part, with respect to surface tolerance in accordance with 334-5.8. No density testing will be required, the verified mix design 337-6.2.1 Individual Test Tolerances for FC-5 Production: Terminate the LOT
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the strength development curve. In case of error in one of the strength test data, strength development curve, points or any of the data points, including the wrong test data point. It is possible, . The proposed specification allows the average of two cylinders for the strength test data of the curve establishment. This is in conflict with 346-9.1, which requires three cylinders for the strength test. It is important to test three cylinders and take their average for strength development curve
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joint, the gasket shall be the sole element relied on to maintain a tight joint. Test pipe joints at the plant hydrostatically using test methods in ASTM D 3212 [ASTM D 3212M]. Soil tight joints, Test Method Test Conditions Requirement Pipe Liner FM 5-572, Procedure A 10% Igepal solution, hours, no single value shall be less than 17 hours. Test temperature 80 o C and applied stresses of 650 and 450 psi. Test temperature 70 o C and applied stress of 650 psi; 5 replicates at each
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Adding Water to Concrete:“Perform an initial slump test before the addition of water at the jobsite, slump test is going to be run without explicitly stating it anymore. There could be an argument made by contractors that an initial slump test is no longer required. The deletion of this clause seems, is proposed to remove the verbiage "perform an initial slump test before addition of water, a slump test???? Response: We perform the slump test after the addition of jobsite water, comment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/3460000.resp.pdf?sfvrsn=49f7bbf1_0Fiscal Year 25-26 Proficiency Sample Schedule - delayed
Days 2 Days 1 Week PENDING Test MethodDescription Sample Number Responsible Office Sample, , By Sample Re-sent Test reported By Results Evaluated By Results to DMEs & Techs By FLORIDA DEPARTMENT OF TRANSPORTATION Fiscal Year 25-26 PROFICIENCY SAMPLE SCHEDULE Test Method, responsible, 08/15/2508/18/2509/08/2509/11/2509/18/25 1 Week3 Days 4 Weeks 1 Week 6 Weeks Test Method, responsible Office, and Frequency of Sample Scheduled Dates Test MethodDescription Sample Number
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tests outlined in SSPC-AB 2 at least one time each week or more frequently if directed by the Engineer. Conduct the non-abrasive residue and lead content tests as directed by the Engineer. If test, system. 560-2.4SolubleSaltsTest Kit: Use a soluble salts test kit in accordance with SSPC- Guide 15 utilizing a Class A retrieval method. Ensure the test sleeve or cell creates a sealed, encapsulated environment during ion extraction and is suitable for testing all structural steel surfaces
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tests outlined in SSPC-AB 2 at least one time each week or more frequently if directed by the Engineer. Conduct the non-abrasive residue and lead content tests as directed by the Engineer. If test, system. 560-2.4SolubleSaltsTest Kit: Use a soluble salts test kit in accordance with SSPC- Guide 15 utilizing a Class A retrieval method. Ensure the test sleeve or cell creates a sealed, encapsulated environment during ion extraction and is suitable for testing all structural steel surfaces
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss5600000.pdf?sfvrsn=eefe02da_05300000Orgin
has desired an alternate for testing Riprap materials not exposed to corrosive environments, environments that are non-corrosive. Expected payoffs are reduced testing costs and faster approval turn, . ThischangewasproposedbyJohnShoucairoftheStateMaterialsOfficetowaivethe Sodium Soundness Test and add a Drop Test requirement to ease the use of Riprap in river environments that are non-corrosive, in sand-cement riprap to the tests required under the provisions of Section 921, provided
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: 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts, the requirements of 902-3.3. In the setting of permanent and test piling, the Contractor may initially predrill holes to a depth up to 20% of the test pile length, unless required otherwise by the Engineer or the plans. Predrill holes for production piles in the same manner as the test piles. When, area as determined by the Dynamic Load Testing (455-5.12.4). Soft material is any material offering
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of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts, which, Quality Control (QC) density tests with a 12 inch depth of measurement: one QC density test, of permanent and test piling, the Contractor may initially predrill holes to a depth up to 20% of the test pile length, unless required otherwise by the Engineer or the plans. Predrill holes for production piles in the same manner as the test piles. When installing piles in compacted fill, predrill
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strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 by 1 by 0.05 minimum, testing may be placed on the QPL. When listed, this will be the minimum criteria for application, with the Department’s Sampling, Testing and Reporting Guide Schedule. 971-1. 6 Color: Materials, when tested in accordance with the RCRA reference above. Provide supporting independent analytical, of materials are not required to be coated. Thefollowingphysicalrequirements apply: Property Test M e t
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strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 by 1 by 0.05 minimum, testing may be placed on the QPL. When listed, this will be the minimum criteria for application, with the Department’s Sampling, Testing and Reporting Guide Schedule. 971-1. 6 Color: Materials, when tested in accordance with the RCRA reference above. Provide supporting independent analytical, of materials are not required to be coated. Thefollowingphysicalrequirements apply: Property Test M e t
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preemption system. Ensure that status indicators remain unobstructed and visible. 663-3.1 Field Testing: Subject the system to field acceptance tests (FATs). Develop and submit a test plan for FATs, to field acceptance tests (FATs). Develop and submit a test plan for FATs to the Engineer for approval, include indicators for power and vehicle detection. Detector cards must include a test switch, furnishing, placement, and testing of all equipment and materials, and for all tools, labor, hardware
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