The Department does not use results from California Test 371 to determine specification compliance. Comply with the values for the HMA quality characteristics and minimum random sampling and testing for quality control in the following table: Minimum Quality Control—QC/QA Construction Process Quality Test Minimum HMA Type Location characteristic method sampling of and sampling report A B RHMA-G testing frequency time Aggregate JMF ± JMF ± JMF ± California California gradationa tolerance tolerance tolerance Test 202 Test 125 b b b Loose mix California behind Asphalt binder 1 per 750 24 Test 379 JMF ±0.45 JMF ±0.45 JMF ±0.50 paver content (%) tons hours or 382 See California Test 125 Percent of maximum QC plan 92–96 92–96 91–96 QC plan theoretical density (%)c,d Aggregate moisture content at continuous mixing plants California 2 per day and RAP or Test 226 during -- -- -- -- moisture cold feed or 370 production content at belts continuous mixing plants and mixing plantse Sand California 1 per 750 California 24 equivalent 47 42 47 Test 217 tons Test 125 (min) f 1 per 2,500 tons HMA moisture California but 24 content Test 226 not less 1.0 1.0 1.0 hours (%,max) or 370 than 1 per Loose paving Mix day Behind Stabilometer Paver value (min)f,g 1 per See 4,000 tons California California No. 4 and 3/8" or 2 per 5 30 30 -- Test 366 Test 125 48 gradings business 1/2" and 3/4" days, 37 35 23 gradings whichever is greater Air void California 4 ± 2 4 ± 2 TV ± 2 content (%)f,h Test 367
The Department does not use results from California Test 371 to determine specification compliance. Comply with the values for the HMA quality characteristics and minimum random sampling and testing for quality control in the following table: Minimum Quality Control—QC/QA Construction Process Quality characteristic Test method Minimum sampling and testing frequency HMA Type Location of sampling time A B RHMA-G Aggregate gradationa California Test 202 1 per 750 tons JMF ± tolerance b JMF ± tolerance b JMF ± tolerance b California Test 125 24 hours Asphalt binder content (%) California Test 379 or 382 JMF ±0.45 JMF ±0.45 JMF ±0.50 Loose mix behind paver See California Test 125 Percent of maximum theoretical density (%)c,d QC plan 92–96 92–96 91–96 QC plan Aggregate moisture content at continuous mixing plants and RAP moisture content at continuous mixing plants and mixing plantse California Test 226 or 370 2 per day during production -- -- -- or cold feed belts -- Sand equivalent (min) f California Test 217 1 per 750 tons 47 42 47 California Test 125 24 HMA moisture content (%,max) California Test 226 or 370 1 per 2,500 tons but not less than 1 per paving day 1.0 1.0 1.0 Loose Mix Behind Paver See California Test 125 24 hours Stabilometer value (min)f,g No. 4 and 3/8" gradings 1/2" and 3/4" gradings California Test 366 1 per 4,000 tons or 2 per 5 business days, whichever is greater 30 37 30 35 -- 23 48 Air void content (%)f,h California Test 367 4 ± 2 4 ± 2 TV ± 2 report
Sec39-notes-0727017.docx