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D7 plan quantities for Embankment and Excavation
and the hearing testimony, it appears that K&R was required to import additional embankment material, in the previous Issue 1 and will not be repeated here. 1. Hearing testimony and documentation submitted
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Intelligent Transportation System Device Installation: Test all stand-alone functions of the ITS, to the Engineer for approval. Provide a minimum notice of 10 calendar days prior to all tests to permit the Engineer or their representative to observe each test. If any unit fails to pass its stand-alone test, correct the unit, or substitute another unit in its place, then repeat the test. If a unit has been modified as a result of a stand-alone test failure, prepare a report describing the nature
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water. Test substrate at all pour-back locations using ACI 503 and develop a minimum of 175 psi tension (e.g., pull-off value). Testing frequency may be reduced, as determined by the Engineer, after, by the result of the ACI 503 test. b. Mix and apply epoxy grout and magnesium ammonium phosphate, of elastomeric coating, construct a 2 foot x 4 foot concrete test block with a similar surface texture, to supervise and comment on application of elastomeric coating onto test block. Apply coating using approved
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303-89 (2019), Type 1. Provide certified test results for each shipment of hydrated lime indicating, : 90 - 100 Percent passing No. 230 Sieve: 65 - 100 Provide certified test results for each batch of fiber material indicating compliance with the above tests. 337-2.7.2 Cellulose Fibers: Use, % by weight (maximum) Provide certified test results for each batch of fiber material indicating compliance with the above tests. SUBARTICLE 337-4.1 is deleted and the following substituted: 337-4
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is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in 7000000 All Jobs accordance with ASTM C31 and ASTM C39 and verifying test, installation. Provide a UL listedEnsure internally illuminated sign assembly ies have been tested and listed for their specific use by a testing laboratory such ais UL listed or equivalentor another comparable testing laboratory acceptable to the Department. 700-3.2.1.2 Housing Ensure
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ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWG, , designates a specification, test method, or other code or recommendation of the particular authority or organization shown. Usestandards,specifications,testmethods, or other codes as specified, . Laboratory. Theofficial testing laboratory used by the Department. Low Bid Design Build. A Design, of the work, together with samples that may be subjected to the tests provided for in these Specifications
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for Testing and Materials AWG American Wire G a u g e A W P A American Wood Preservers Association AWS, , or combination of numbers and letters, designates a specification, test method, or other code or recommendation of the particular authority or organization shown. Usestandards,specifications,testmethods, performed by the Contractor. Laboratory. Theofficial testing laboratory used by the Department. Low Bid, in the construction of the work, together with samples that may be subjected to the tests provided
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the contractor is advised to perform this testing behind the rolling operations on the structural course, : ****************************************************************************** Paul Messersmith APAC Midsouth Inc. 334-712-7583 Comments: Acceptance Testing: Using a rolling straightedge, test the final Type SP structural layer and the Type FC layer where a friction course is called for in the Contract. Test all pavement lanes where the width is constant using, the Engineer of the location and time of all straightedge testing a minimum of 48 hours before
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tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying test results have been provided to the Engineer, installation. Provide a UL listedEnsure internally illuminated sign assembly ies have been tested and listed for their specific use by a testing laboratory such ais UL listed or equivalentor another comparable testing laboratory acceptable to the Department. 700-3.2.1.2 H o u s i n g E n s u r e t h a t t
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MASH vehicle at 55 MPH when tested according to the NTPEP testing work plan for channelizer posts, the complete testing requirements for this device as the NTPEP Project work plan referenced only, bumper height?). Response: 3b. Where is the reference to speed at which testing is to be performed, we would “implement” a Florida Method to reference for testing these devices prior, on to the manufacturers. Another reason to slow down is the cost to be associated with this testing. All testing
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and perform the necessary upgrades. Possible tasks for the installation include upgrade of a test database to Oracle 11.1.0.7, database script upgrades for the test system, SunGuide installation on a test system, initial testing on a test system for installation verification, upgrade of the production, , SunGuide installation on a test system, initial testing on a test system for installation verification, on the production system, and initial testing on the production system. Installers will also
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]. 704-2.2StrengthRequirements: The markers 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 as follows: A.Minimum average of five markers, 6,000 lbs, Black 0.400 0.510 Thecolorshallbedetermined in accordance with Florida Test Method FM 5-541, ,spallorpeelwhensubjectedtoone cycle of the autoclave test ASTM C 424 at 250 psi [1.7 MPa
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]. 704-2.2StrengthRequirements: The markers 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 as follows: A.Minimum average of five markers, 6,000 lbs, Black 0.400 0.510 Thecolorshallbedetermined in accordance with Florida Test Method FM 5-541, ,spallorpeelwhensubjectedtoone cycle of the autoclave test ASTM C 424 at 250 psi [1.7 MPa
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italic) for your consideration. 1. 346-4.2.2 Certification: If any chloride test data exceeds, and Plans form. Why was the frequency of chloride test requirement removed from the specification? Since this test will play critical role for corrosion protection, it is essential that we require the contractor to perform this test as we needed for his certification. Response: The Producer is required to test the chlorides. This information is in Materials Manual in 9.2 Volume II. MM 9.2 VII
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. Table 948-2 Polyurethane Component Requirements Test Methods Test Conditions Requirement ASTM, in accordance with Departmental procedures must submit test reports conducted by a laboratory, ) or qualified by ISO 17025 accreditation agency using personnel with actual experience performing the test methods for steel reinforced polyethylene pipe. Submit the test reports to the State Materials Office, 948-3 Stress Crack Resistance Pipe Location Test Method Test Conditions Requirement Pipe Liner FM
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. Table 948-2 Polyurethane Component Requirements Test Methods Test Conditions Requirement ASTM, of a product in accordance with Departmental procedures must submit test reports conducted, the test methods for steel reinforced polyethylene pipe. Submit the test reports to the State, plastic. Table 948-23 Stress Crack Resistance Pipe Location Test Method Test Conditions Requirement, than 71 hours. (1) Oxidation Resistance Pipe Location Test Method Test Conditions Requirement
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been tested at the plant hydrostatically at the specified pressure using test methods in ASTM C, or displacing the gasket. 449-6.2 When Rubber gaskets are Used: Ensure that the pipe joints have been tested at the plant hydrostatically at the specified pressure using test methods in ASTM C 443, joint. Perform hydrostatic tests on pipe joints at the plant in accordance with ASTM C 443 [ASTM C 443M] test methods. Soil tight joints must be watertight to 2 psi [13.8 kPa]. Watertight joints must
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for testing with the Laser Profiler will be tested and accepted with the straightedge in accordance, charts updated daily for all Quality Control Sampling and Testing and post in the asphalt lab where, conditions have been restored. 330-2.2 Minimum Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing frequencies provided below: Asphalt Plant, these tests a minimum of two times per day. Quality Control tests used in the acceptance decision may
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for testing with the Laser Profiler will be tested and accepted with the straightedge in accordance, charts updated daily for all Quality Control Sampling and Testing and post in the asphalt lab where, conditions have been restored. 330-2.2 Minimum Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing frequencies provided below: Asphalt Plant, these tests a minimum of two times per day. Quality Control tests used in the acceptance decision may
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parties gave testimony to clarify written documents. 2 PERTINENT CONTRACT PROVISIONS 1-3 Definitions
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