1 00:00:00,000 --> 00:00:00,000 2 00:00:14,590 --> 00:00:18,069 Mhm . So today we're here at the site 3 00:00:18,079 --> 00:00:20,246 of the project for the inside runway . 4 00:00:20,246 --> 00:00:22,412 We're in full scale production running 5 00:00:22,412 --> 00:00:24,190 about 83 loads , truck loads of 6 00:00:24,190 --> 00:00:26,246 pavement . So right now each truck's 7 00:00:26,246 --> 00:00:28,301 running about anywhere from 18 to 20 8 00:00:28,301 --> 00:00:30,301 tons per truck . Let's just say for 9 00:00:30,301 --> 00:00:32,729 Matt's sake , 20 tons per truck at 83 10 00:00:32,740 --> 00:00:36,689 trucks . That's roughly 1660 tons per 11 00:00:36,700 --> 00:00:38,811 day . And if you figure that out over 12 00:00:38,811 --> 00:00:41,529 10 days , you're roughly 16,000 tons of 13 00:00:41,540 --> 00:00:43,740 asphalt being laid on this runway . So 14 00:00:43,750 --> 00:00:45,917 we're putting the pavement down in two 15 00:00:45,917 --> 00:00:48,028 lifts . We're putting a 2.5 inch lift 16 00:00:48,028 --> 00:00:50,250 on the bottom . Once that's completed , 17 00:00:50,250 --> 00:00:52,361 we'll come back and put an inch and a 18 00:00:52,361 --> 00:00:54,417 half lift on top for a total of four 19 00:00:54,417 --> 00:00:56,250 inches . So we have 12 inches of 20 00:00:56,250 --> 00:00:58,306 compacted sub grade . The contractor 21 00:00:58,306 --> 00:01:00,250 will come in , reworks the natural 22 00:01:00,250 --> 00:01:02,755 soils and compacted per specification . 23 00:01:02,784 --> 00:01:04,951 Then on top of that , they bring in an 24 00:01:04,951 --> 00:01:07,117 engineered base , we have 10 inches of 25 00:01:07,117 --> 00:01:09,117 compacted base and then a four inch 26 00:01:09,117 --> 00:01:11,495 compacted asphalt layer and that's what 27 00:01:11,504 --> 00:01:12,654 our airfield is made up of