1. The following are cross-section notes for a Hwy. The horizontal roadbed is 16-meter-wide in fi...
1. The following are cross-section notes for a Hwy. The horizontal roadbed is 16-meter-wide in fill. Side slopes are 1:2 and stationing is in meters Compute the volumes of fill by the average end area method or pyramid volume as appropnate. Find the net amount of borrow, allowing an 8 percent shrinkage for material excavated and placed in embankments Station LeftCenter Righ End Areas Cut Fill Cut Fill 808+00F5.73F4.73 F3.2 13.4 +20 F5.20 F4.07 F1.90 10.8 +40F5.5 F2.90 F0.70 8.4 +60 F2.40 F0.67 | 0.0 7.0 18.47 17.40 18.00 11.80 Total PLEASE SHOW AREA CALCULATIONS FOR EACH STATION
1. The following are cross-section notes for a Hwy. The horizontal roadbed is 16-meter-wide in fill. Side slopes are 1:2 and stationing is in meters Compute the volumes of fill by the average end area method or pyramid volume as appropnate. Find the net amount of borrow, allowing an 8 percent shrinkage for material excavated and placed in embankments Station LeftCenter Righ End Areas Cut Fill Cut Fill 808+00F5.73F4.73 F3.2 13.4 +20 F5.20 F4.07 F1.90 10.8 +40F5.5 F2.90 F0.70 8.4 +60 F2.40 F0.67 | 0.0 7.0 18.47 17.40 18.00 11.80 Total PLEASE SHOW AREA CALCULATIONS FOR EACH STATION