Percent of crushed particles coarse aggregate (% min.): One fractured 90 25 -- face Two fractured 75 -- 90 California California Test 205 Test 125 Fine aggregate (% min) (Passing no. 4 sieve and retained on no. 8 sieve.): One fractured 70 20 70 face Los Angeles Rattler (% max): California California Loss at 100 12 -- 12 Test 211 Test 125 rev. Loss at 500 45 50 40 rev. As Fine in aggregate California California 45 45 45 QC plan. angularity Test 234 Test 125 (% min) At least Flat and once per elongated California project. Report Report Report California particle Test 235 only only only Test 125 (% max by weight @ 5:1) Voids filled with asphalt (%) i: California Report California No. 4 grading Test 367 76.0–80.0 76.0–80.0 only Test 367 3/8" grading 73.0–76.0 73.0–76.0 1/2" grading 65.0–75.0 65.0–75.0 3/4" grading 65.0–75.0 65.0–75.0 Voids in mineral aggregate (% min.) i: California California Test 367 Test 367 No. 4 grading 17.0 17.0 -- 3/8" grading 15.0 15.0 -- 1/2" grading 14.0 14.0 18.0–23.0j 3/4" grading 13.0 13.0 18.0–23.0j Dust proportion i: California Report California No. 4 and 3/8" 0.9–2.0 0.9–2.0 Test 367 only Test 367 gradings 1/2" and 3/4" 0.6–1.3 0.6–1.3 gradings
Percent of crushed particles coarse aggregate (% min.): One fractured face Two fractured Fine aggregate (% min) (Passing no. 4 sieve and retained on no. 8 sieve.): One fractured face California Test 205 As in QC plan. At least once per project. 90 75 70 25 -- 20 -- 90 70 California Test 125 Los Angeles Rattler (% max): Loss at 100 rev. Loss at 500 rev. California Test 211 12 45 -- 50 12 40 California Test 125 Fine aggregate angularity (% min) California Test 234 45 45 45 California Test 125 Flat and elongated particle (% max by weight @ 5:1) California Test 235 Report only Report only Report only California Test 125 Voids filled with asphalt (%) i: No. 4 grading 3/8" grading 1/2" grading 3/4" grading California Test 367 76.0–80.0 73.0–76.0 65.0–75.0 65.0–75.0 76.0–80.0 73.0–76.0 65.0–75.0 65.0–75.0 Report only California Test 367 Voids in mineral aggregate (% min.) i: No. 4 grading 3/8" grading 1/2" grading 3/4" grading California Test 367 17.0 15.0 14.0 13.0 17.0 15.0 14.0 13.0 -- -- 18.0–23.0j 18.0–23.0j California Test 367 Dust proportion i: No. 4 and 3/8" gradings 1/2" and 3/4" gradings California Test 367 0.9–2.0 0.6–1.3 0.9–2.0 0.6–1.3 Report only California Test 367
Sec39-notes-0727017.docx