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APPENDIX IV <br />ACCEPTANCE TESTING FREQUENCIES <br />MATERIAL TEST FOR TEST# FREQUENCY/SAMPLING REMARKS <br />AGGREGATE BASE <br />%Crushed <br />205 <br />Routine <br />Annual <br />Sieve Analysis <br />202 <br />Every 2750T <br />Dura bi I itV <br />229 <br />Routine <br />Annual <br />R-Value <br />301 <br />Every 2750 T <br />1 per project <br />Sand Equivalent <br />217 <br />Every 2750T <br />Relative Comp. <br />216/231 <br />As necessary for acceptance <br />CT216: CAB - 6 mo.; CMB/PMB - 3 mo. <br />ASPHALT CONCRETE <br />Mix Design <br />367 <br />Submitted by Producer <br />Approvedfor2 years <br />AGGREGATE <br />LART <br />211 <br />Routine <br />Annual <br />Specific Gravity <br />206/205 <br />Routine <br />Annual <br />CKE <br />205 <br />Routine <br />Annual <br />Sieve Anal sis <br />202 <br />1 per 500 T• 1 min. 2 max. per day <br />Sampled at plant <br />Sand Equivalent <br />217 <br />1 per 500 T• 1 min. 2 max. per day <br />PAVING ASPHALT <br />1 per day <br />Federal funded prooects <br />COMPLETE MIX <br />Stabilometer <br />366 <br />1 per 1000 T <br />1 per day min. <br />Sieve Anal sis <br />202 <br />As necessary for acceptance <br />1 per day min. <br />As ha It Content <br />382 <br />1 per 500 T• 2 min. per day <br />In- l ace density <br />375 <br />As per CTM 375 <br />Max. Density <br />304 <br />1 per 4 hours of production <br />PCC-STRUCTURAL <br />COARSE AGGREGATE <br />LART <br />211 <br />Routine <br />Annual <br />Cleanness Value <br />227 <br />1 per 500 CY; 1 min. 2 max. per day <br />FINE AGGREGATE <br />Sand Equivalent <br />217 <br />1 per 500 CY; 1 min. 2 max. per day <br />DurabilitV <br />229 <br />Routine <br />Annual <br />COARSE AND FINE <br />Sieve Anal sis <br />202 <br />1 per 500 CY; 1 min. 2 max. per day <br />SG&Absorption <br />206 207 <br />Routine <br />Annual <br />CEMENT <br />1 perda <br />Federal funded projects <br />CONCRETE <br />Slump <br />When cylinders fabricated <br />ASTM C143 <br />Compressive Strenh <br />540 <br />1 set per 325 CY; min 1 set per day per class <br />Fabricated by PI /Tested by R-value <br />PCC - NONSTRUCTURAL <br />COARSE AGGREGATE <br />LART <br />211 <br />Routine <br />Annual <br />Cleanness Value <br />227 <br />1 per 500 CY; 1 min. 2 max. per day <br />FINE AGGREGATE <br />Sand Equivalent <br />217 <br />1 per 500 CY; 1 min., 2 max. per day <br />Durability <br />229 <br />Routine <br />Annual <br />COARSE AND FINE <br />Sieve Anal sis <br />202 <br />1 per 500 CY; 1 min. 2 max. per day <br />SG&Absorption <br />206 207 <br />Routine <br />Annual <br />CEMENT <br />1 perda <br />Federal funded projects <br />CONCRETE <br />Slump <br />When cylinders fabricated <br />ASTM C143 <br />Compressive Strenh <br />540 <br />1 set per day if>20 CY; None if<20 CY <br />Fabricated by PI /Tested by R-value <br />Page 20 of 25 Quality Assurance Plan 2019 <br />