Completed Work Soundness, Wear, Absorption and Specific Gravity Liquid and Plasticity Index Sieve Analysis of Aggregate Liquid Limit and Plasticity Index Field Density Tests Methods stated in the Standard Specifications, Subsection 1117 D 4318-05 C 117-04 C 136-06 D 4318-05 Test strip roller pattern h h 835 TONS with a minimum of one for each days placement Verification of roller pattern STABILIZED SHOULDERS (Aggregate, NonBituminous) Combined Aggregate Sieve Analysis of Aggregate KT-2 a 500 TONS Plasticity KT-10 a,c 500 TONS Moisture Tests KT-11 or g e Completed Shoulder Density Tests KT-13 or KT-41 b 200 ft or 150 TONS Moisture Tests KT-11, KT-41 or g b 200 ft or 150 TONS GRANULAR SUBBASE Combined Aggregate Sieve Analysis of Aggregate KT-2 a 1 000 ft, 500 TONS, or 500 yd3 Plasticity KT-10 a 1 000 ft, 500 TONS, or 500 yd3 Moisture KT-11 or g e Completed Work Field Density Tests KT-13 or KT-41 a 200 ft Moisture KT-11, KT-41 or g a 200 ft SURFACE OR RESURFACING AGGREGATE Sieve Analysis of Aggregate KT-2 a 500 TONS Material Passing the No. 200 Sieve by Wash Method KT-3 a 500 TONS Sticks in Aggregate KT-35 e Soft or Friable Particles in Aggregate KT-7 e Moisture KT-11 or g e
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
Analysis of Aggregate KT-2 a 250 TONS AGGREGATE FOR CONCRETE Analysis of Aggregate KT-2 a 250 TONS Material Passing the No. 200 Sieve by the Wash Method KT-3 a 250 TONS Sticks in Aggregate KT-35 e Clay Lumps in Aggregate KT-7 e Shale or Shalelike Materials in Aggregate KT-8 e Unit Weight (light weight aggregate only) Section 1102(d)(3) e PORTLAND CEMENT TREATED BASE Sieve Analysis of Aggregate KT-2 a 1 in A.M. and 1 in P.M. or each 500 TONS Plasticity Tests KT-10 1 in A.M. and 1 in P.M. or each 500 TONS Moisture KT-11 or g e Minimum of 1 per day Density Standard KT-12 e Minimum of 1 per day Field Density Tests KT-13 or KT-41 a 1 000 ft/width laid or 2 000 ft/lane Moisture Tests KT-11 or KT-41 a 1 000 ft/width laid or 2 000 ft/lane UNDERDRAIN AGGREGATE Sieve Analysis of Aggregate KT-2 a 250 TONS Sticks in Aggregate KT-35 e Clay in Aggregate KT-7 e CRUSHED STONE FOR BACKFILL Sieve Analysis of Aggregate KT-2 a 500 TONS Clay Lumps in Aggregate KT-7 e STONE FOR RIPRAP, CHECKS & OTHER MISC. USES Sieve Analysis of Aggregate KT-2 a 500 TONS or yd3 Note: Tests to be conducted at production site. ITEM CONSTRUCTION OR MATERIAL TYPE REQUIRED TEST METHOD ACCEPTANCE SAMPLES TESTS Moisture/Density and Compressive Strength Tests D4609 e 4 series of Standard Proctors Moisture/Density relationships for each earth fill material. Two series incorporating 16% fly ash by dry weight, at delays of 0 and 2 hours. Two series incorporating 13% fly ash by dry weight at compaction delays of 0 to 2 hours.