Seatwork B=962 E=1041 C = 722 F= 1290 D = 607 G= 1050 Assuming a reasonably uniform traffic pattern in the transport network consisting of a series of one-way roads and using the control and coverage count data summarized in the table below, compute the estimated morning peak-hour volumes at each of the 5 coverage count locations, as well as location G. Control A Coverage Time Count Location Count 04-05 1150 B 05-06 1513 06-07 1662 B 925 07-08 1738 C 722 08-09 1454 D 511 09-10 1257 E 894 10-11 1117 F 833 11-12 1075