3 All wood ashes tested were first oven - dried at 210 °F ± 10 °F and then tested for gradation in accordance with ASTM C 136
using standard sieve sizes (one inch through #100). Gradation of wood ashes tested is reported in Table 1. The av erage amount of wood
fly ash and bottom ash passing sieve #200 (75 μ m) after washing (ASTM C 117) was 59.9 % (ranged from 10.5% to 98.8%) and 8%
(ranged from 1.2% to 18.5%), respectively. The average amount of wood fly ash retained on No. 325 sieve (ASTM C 430) was 46%, which varied
between 3.6 and 98.3 percent. Typical particle size distribution (combined ASTM C 136 and ASTM C 422) for wood fly ash is shown in Fig. 1. The
above test results indicate that wood bottom ash may be acceptable as a substitute for sand replacement in ready - mixed concrete
and/or as both coarse and fine aggregate replacements in dry - cast concrete products such as bricks, blocks, and paving stones
because of its coarse gradation. Wood fly ash can be used as a partial replacement of cement and fine aggregates in the manufacture of concrete
and other cement - based products. Test results for unit weight or bulk density (ASTM C 29) for wood fly ash exhibited average
density value of 548 kg/m 3 (34.2 lb/ft 3 ). It ranged from 162 to 1376 kg/m 3 (10.1 lb/ft 3 to 85.6 lb/ft 3 ). For wood
bottom ash the average was 827 kg/m 3 (51.6 lb/ft 3 ). It ranged from 663 to 977 kg/m 3 (41.4 lb/ft 3 to 61 lb/ft 3 ). |