KT-21 h As needed to control product, minimum 1 set of Unit Weight KT-20 tests per each half day and/or per 4 000 yd2. Air Content KT-18, KT-19, or KT-20 Perform tests with every set of test beams. C 1064-05 Temperature Beams KT-22 & KT-23 a 1 set of 3 on initial pour. 1 set per week and/or major mix design change. Profilograph KT-46 b Testing by Contractor, results reviewed by City of Thickness Cores See Std. Spec. Sec. 502.03(k). Density of Fresh Concrete KT-38 a,b Initially, 1 complete transverse profile, thereafter 5 tests per day. Test #1 As specified in a As needed to control product, beginning of every for Analysis of project and every 150 cubic yards. “Procedure Non-Specified Aggregate within Freshly Mixed Concrete” on file with the City Engineer. ASPHALTIC CONCRETE QUALITY ASSURANCE TESTING Bituminous Mixtures Test showing the Note: Procedure is a One for two of the contractor test or as directed by information required on specified in the City Engineer. “Overland Asphaltic Park Technical “Superpave Concrete Test (Verified Mix Specification for Overland Design)” Park Superpave Asphaltic Mix 4 hours before Concrete, subparagraph testing. Superpave Asphaltic City Engineer shall receive Concrete Mix Design test results in approximately Method”, available in the 7 hours. office of the City Engineer. Resistance to moisture AASHTO T283-03 a 1 per year and 10,000 tons as directed by the damage City Engineer. Completed Road Work Field Density Tests Cores KT-15 Procedure 3 or a Surface & Base Courses AASHTO T166 1 set of 3-4” cores per 1000 tons placed as directed by the City Engineer. CONSTRUCTION OR ITEM TESTS REQUIRED TEST METHOD ACCEPTANCE SAMPLES TESTS MATERIAL TYPE SLURRY SEAL
Unit Weight Air Content Temperature KT-21 KT-20 KT-18, KT-19, or KT-20 C 1064-05 h As needed to control product, minimum 1 set of tests per each half day and/or per 4 000 yd2. Perform tests with every set of test beams. Beams KT-22 & KT-23 a 1 set of 3 on initial pour. 1 set per week and/or major mix design change. Profilograph KT-46 b Testing by Contractor, results reviewed by City of Thickness Cores See Std. Spec. Sec. 502.03(k). Density of Fresh Concrete KT-38 a,b Initially, 1 complete transverse profile, thereafter 5 tests per day. Test #1 As specified in “Procedure for Analysis of Non-Specified Aggregate within Freshly Mixed Concrete” on file with the City Engineer. a As needed to control product, beginning of every project and every 150 cubic yards. ASPHALTIC CONCRETE QUALITY ASSURANCE TESTING Bituminous Mixtures Test showing the information required on “Superpave Asphaltic Concrete Test (Verified Mix Design)” Mix 4 hours before testing. City Engineer shall receive test results in approximately 7 hours. Note: Procedure is specified in “Overland Park Technical Specification for Overland Park Superpave Asphaltic Concrete, subparagraph Superpave Asphaltic Concrete Mix Design Method”, available in the office of the City Engineer. a One for two of the contractor test or as directed by the City Engineer. Resistance to moisture damage AASHTO T283-03 a 1 per year and 10,000 tons as directed by the City Engineer. Completed Road Work Field Density Tests Cores KT-15 Procedure 3 or AASHTO T166 a Surface & Base Courses 1 set of 3-4” cores per 1000 tons placed as directed by the City Engineer. ITEM CONSTRUCTION OR MATERIAL TYPE TESTS REQUIRED TEST METHOD ACCEPTANCE SAMPLES TESTS SLURRY SEAL
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