9199 search results for test
001-556-722origind
by the Contractor. Laboratory. The official testing laboratory used by the Department. Major Item of Work, courses, allow the Engineer to make density tests for the lower courses to determine that the required, boring or non-destructive testing. The Engineer will select the locations for testing and make, -sectionoffsets from the centerline such so that each test represents an area not exceeding 2,500 square yards, in successive positions parallel to the road centerline, in contact with the surface, testing until
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by tensile test. Alternate testing will not be accepted. Provide certifications as specified in 965-4, for Aluminum Components Product Test Method Alloy/Temper Reported Properties Pole, Arm, Extrusions ASTM B221, Documentation Requirements Certified Test Report Shows that product meets Moment Capacity, in any manner. Certified Test Report Breakaway Meets the requirements in the AASHTO LRFD, shall identify the reportable properties of Table 965-1that the material has been sampled and tested
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of FM 1-T 267 after mixing. The maximum allowable test result is 4.7, are suspected to exist at concentrations exceeding limits defined by EPA, qualifying tests shall be performed. Test methods for these substances shall be those mandated by EPA and analyzed by a certified, ) in lieu of FM 1-T 267 after mixing. The maximum allowable test result is 4.7, are suspected to exist at concentrations exceeding limits defined by EPA, qualifying tests shall
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limits defined by EPA, qualifying tests shall be performed. Test methods for these substances, . The maximum allowable test result is 4.7%. Materialsthatcontainhazardoussubstancesorcontaminates shall, ) in lieuplace of FM 1-T 267 after mixing. The maximum allowable test result is 4.7, are suspected to exist at concentrations exceeding limits defined by EPA, qualifying tests shall be performed. Test methods for these substances shall be those mandated by EPA and analyzed
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of FM 1-T 267 after mixing. The maximum allowable test result is 4.7, are suspected to exist at concentrations exceeding limits defined by EPA, qualifying tests shall be performed. Test methods for these substances shall be those mandated by EPA and analyzed by a certified, ) in lieu of FM 1-T 267 after mixing. The maximum allowable test result is 4.7, are suspected to exist at concentrations exceeding limits defined by EPA, qualifying tests shall
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. 1 G e n e r a l : S u bject the MFES to field acceptance tests (FATs). Develop and submit a test, to witness all FATs. Complete the tests within five calendar days. 784-1.4.2 Field Testing: Once the MFES, e r a l : S u bject the MFES to field acceptance tests (FATs). Develop and submit a test plan, FATs. Complete the tests within five calendar days. 784-1.4.2 Field Testing: Once the MFES has, operates properly during and after being subjected to the environmental testing procedures described
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. TheContractor shall provide the Engineer a certified test report from the manufacturer of the commercial fertilizer confirming that the requirements 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, to be fertilized in square feet. Select fertilizer(s) to be used based on the soil testing laboratory, ) to be used based on the soil testing laboratory recommendations by matching the ratio of nutrients
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: Theproposedchangeswilldelete the use of the word “LOT” in association with the sampling and testing. Recommended Usage, to delete the use of the word “LOT” in association with the sampling and testing, of concrete represented 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
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conform to requirements of ASTM C309 and the following requirements: Requirement Test Method Test, sheets (MSDS) and certified test reports from an independent laboratory showing the product meets the requirements of this Section. Testing in accordance with the National Transportation Product Evaluation Program (NTPEP) Project Work Plan for the Laboratory Testing of Liquid Membrane-Forming
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acceptance; therefore, assume responsibility for performance of all quality control testing, Control Testing using Construction Training and Qualification Program (CTQP) qualified testing personnel. Perform compressive strength testing in a laboratory inspected by the Cement and Concrete, . L.Providetheconcretewallwithauniform color, pattern, and texture as shown in the Plans. 534-6 Test Wall. Erectatest wall, site. The Engineer will use the erection of the test wall to determine if the Contractor’s methods
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include certified test reports from an independent testing laboratory which shows the material, Performance Requirements (FM 5-568): When tested in accordance with FM 5-568, the adhesive bonding material, )Afterremovalofthe42dayload,theuniformbondStressfrom a subsequent Confined Tension Test shall not be less than
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by FM 1-T267 and by averaging the test results for three randomly selected, representative samples, for construction of the reinforced fill volume if an individual test value exceeds 3.0, backfill unless approved by the Engineer. Havethebackfill material tested for every soil type for pH by a Department approved independent testing laboratory prior to placement. Provide certification Submit
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of service life requirements for wet weather requirements. The current requirement in the Florida test, beads only have an MP coating then they will sink in the line. 971-5.3 There is no way to test, terminology in the spec that will allows for testing. A manufacturer could have a significant competitive, different types of thermo inventory. WE have tested a spray thermo in Tallahassee with type 3 beads
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for wet weather requirements. The current requirement in the Florida test method has a 3 year, the retroreflectivity to 450 mcd and 350 mcd in the future. We are currently evaluating initial test deck readings, that will allows for testing. A manufacturer could have a significant competitive advantage by not adhering, different types of thermo inventory. WE have tested a spray thermo in Tallahassee with type 3
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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, test criteria for determining corrosiveness: Criteria Test M e t h o d R e s i s t i v i t y : > 3 0
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Rotational Capacity (RC) testing and installation. Assemblies that exhibit a loss of lubrication, A490 for the handling, lubrication, installation, tightening and testing of such bolts. Do, washers as follows: 1. For connections (and all associated testing) using ASTMGrade A490 bolts, Capacity tests. 4. Where the outer face of the bolted parts has a slope of greater than 20:1, (RC) testing and installation. Assemblies that exhibit a loss of lubrication, as determined
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improper welding. Perform all required verification and testing at no expens to the Department, of l sheet. TM D3895. Perform additional OIT tests on samples taken from the of 32 minutes at 170 °C, to application) has an Oxidative Induction Time (OIT) of 60 to 75 minutes at 170 °C in air when tested, a snug fi foot. Use polystyrene foam that has water absorption of less than 2.6% when tested according, that the placement locations of the various LOTs of concrete represented by strength test cylinders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss4000100.pdf?sfvrsn=ba222aad_0DEV305BCJS (6-4-12)
and submit the test results of each lot used. Deliver each lot of sealant in containers, . 305-2.2.4 Softening Point: The minimum softening point shall be 185ºF when tested in accordance, with ASTM D3111. 305-2.2.6 Separation: Test for phase separation by pouring a representative sample, and determine the softening point as described in ASTM D36. Average the test D o N o t U s e W i t, and bottom samples. If there is 4.0% or more difference between the average test result and either
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5440400 CRASH CUSHIONS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Matthew Schindler (813) 649-1336 matthew@cloverleafcorp.com Comments: (12-3-18, Industry) : I note that in your suggested M&P section that "crash cushion types are designated by Test Level (TL) and include either narrow or wide systems". You also show pay item revisions where now there are two pay items, one for TL-2 and one for TL-3. Would it be possible to further segregate the pay item into a narrow (36" or under
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6110400 ACCEPTANCE PROCEDURES FOR TRAFFIC SIGNALS AND DEVICES COMMENTS FROM INTERNAL/INDUSTRY REVIEW Pat McCann (954) 777-4387 pat.mccann@dot.state.fl.us Comments: (6-16-11) D4 Contruction has the following comments: Revise the proposed text to "Start the 48 hour test on a Monday Tuesday or Wednesday that is not: a holiday , a day that preceeds a holiday, or a designated special event day in the contract.: Response: ******************************************************************************
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