Test Strip Sample Clauses

Test Strip. A test strip shall be placed with job site materials and approved by the Engineer. The weather and time of day, day or night, during the test strip shall be similar to expected conditions during construction. Upon completion of the test strip the Engineer will approve the mixture for proper curing and placement. Measurement and Payment
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Test Strip. A test strip shall be placed with job site materials and approved by the Engineer. The weather and time of day, day or night, during the test strip shall be similar to expected conditions during construction. Upon completion of the test strip the Engineer will approve the mixture for proper curing and placement. Measurement and Payment Latex Modified Microsurfacing Type will be measured along the top surface of the completed work, placed and accepted as specified herein. Payment will be made at the contract unit price per square yard for the type specified, which price will be full compensation for all materials including modifiers and additives, emulsion, aggregate, tack coat, labor, tools, equipment, and all other incidentals necessary to complete the work. Payment will be made under: Pay Item Pay Unit Latex Modified Microsurfacing Type Square Yard
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Test Strip. At least 14 days prior to production of the HPTO, construct a test strip as specified in 401.03.03.C except for the allowance to continue paving. Submit test strip results to the RE. The RE will analyze the test strip results in conjunction with the ME’s results from the HMA plant to approve the test strip. Do not proceed with production paving until receiving written permission from the RE. If paving HPTO only on a bridge deck, then the test strip is not required.
Sample 1
Test Strip. Construct a test strip of the BDWSC at a location agreed upon with the RE. Ensure that the tack coat or prime coat has been placed as specified in 555.03.01.
Sample 1
Test Strip. Before the rubblization operations begin, the Engineer will designate a test section of approximately 500 feet by 12 feet. The Contractor shall rubblize the test section using varying degrees of energy and/or various striking heights until a procedure is established that will rubblize the pavement to the required extent as contained in these specifications. A 3 foot by 12 foot test pit shall be excavated for the full depth of the rubblized pavement in the middle of the test strip, at a location selected by the Engineer, to determine that the breaker is producing pieces of the specified sizes as contained in these specifications. The rubblized particle sizes shall be checked throughout the entire depth of the pavement. The Engineer may require additional test pits. The test pit material shall be removed from the project and the hole filled using dense graded aggregate base course as determined by the Engineer. The replacement material shall be placed and properly compacted by the Contractor.
Sample 1
Test Strip. The Compaction Xxxxxxx and Engineer will evaluate the densities obtained with the various roller combinations to determine the initial approved rolling procedure on a test strip. The test strip will remain in place as part of the completed work.
Sample 1
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Test Strip. Construct a test strip of at least 100 feet in length on the roadway before initial placement commences as specified in 422.03.01.C.
Sample 1

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