DMD Double Area Double Area Course Balanced Balanced Departure Latitude AB 517.44 -388.84 BC 5.96 -202.95 CD 192.88 694.
Posted: Sat May 21, 2022 2:45 pm
- Dmd Double Area Double Area Course Balanced Balanced Departure Latitude Ab 517 44 388 84 Bc 5 96 202 95 Cd 192 88 694 1 (65.8 KiB) Viewed 11 times
- Dmd Double Area Double Area Course Balanced Balanced Departure Latitude Ab 517 44 388 84 Bc 5 96 202 95 Cd 192 88 694 2 (57.25 KiB) Viewed 11 times
- Dmd Double Area Double Area Course Balanced Balanced Departure Latitude Ab 517 44 388 84 Bc 5 96 202 95 Cd 192 88 694 3 (77.13 KiB) Viewed 11 times
- Dmd Double Area Double Area Course Balanced Balanced Departure Latitude Ab 517 44 388 84 Bc 5 96 202 95 Cd 192 88 694 4 (60.8 KiB) Viewed 11 times
- Dmd Double Area Double Area Course Balanced Balanced Departure Latitude Ab 517 44 388 84 Bc 5 96 202 95 Cd 192 88 694 5 (63.73 KiB) Viewed 11 times
- Dmd Double Area Double Area Course Balanced Balanced Departure Latitude Ab 517 44 388 84 Bc 5 96 202 95 Cd 192 88 694 6 (55.41 KiB) Viewed 11 times
- Dmd Double Area Double Area Course Balanced Balanced Departure Latitude Ab 517 44 388 84 Bc 5 96 202 95 Cd 192 88 694 7 (50.24 KiB) Viewed 11 times
DMD Double Area Double Area Course Balanced Balanced Departure Latitude AB 517.44 388.84 BC 5.96 -202.95 CD 192.88 694.02 DE - 590.57 153.69 EA - 125.71 - 255.92 Which point is furthest east? с ОЕ OD ОА
Course DMD Double Area Double Area Balanced Balanced Departure Latitude AB 517.44 -388.84 BC 5.96 -202.95 CD 192.88 694.02 DE - 590.57 153.69 EA - - 125.71 255.92 Which point is furthest west? B D OA OC
A circular highway curve has the following design elements: . . . · 1 = 65°32'17" D = 3°52'00" • Pl station = 36 + 45.00 Pl coordinates: N = 10,000.00 ft. E = 15,000.00 ft. Bearing of the radial line from the BC to the center of the circle: S 32°46'08" E This is a typical curve. The BC is on the left, stations increase to the right, and the radial lines are perpendicular to the tangents. Distance units are feet. What is the station of the EC (back)? O 45+98.82 0 43+86.13 O 26+91.18 0 42+95.23
Question 8 10 pts A circular highway curve has the following design elements: . . . . 1 = 65°32'17" D = 3°52'00" Pl station = 36 + 45.00 Pl coordinates: N = 10,000.00 ft. E = 15,000.00 ft. Bearing of the radial line from the BC to the center of the circle: S 32°46'08" E This is a typical curve. The BC is on the left, stations increase to the right, and the radial lines are perpendicular to the tangents. What is the bearing of the long chord from the BC to the EC? . ON 57-13-52 E OS 57-13-51 E ON 90-00-00 E O N 90-00-00 W
A circular highway curve has the following design elements: . . . . 1 = 65°32'17" D = 3°52'00" • Pl station = 36 + 45.00 Pl coordinates: N = 10,000.00 ft. E = 15,000.00 ft. Bearing of the radial line from the BC to the center of the circle: S 32°46'08" E This is a typical curve. The BC is on the left, stations increase to the right, and the radial lines are perpendicular to the tangents. Distance units are feet. What is the northing of the BC? . O 10516.26 09197.97 O 10802.03 O 9483.74
. . A circular highway curve has the following design elements: 1 = 65°32'17" D = 3°52'00" Pl station = 36 + 45.00 Pl coordinates: N = 10,000.00 ft. E = 15,000.00 ft. • Bearing of the radial line from the BC to the center of the circle: S 32°46'08" E This is a typical curve. The BC is on the left, stations increase to the right, and the radial lines are perpendicular to the tangents. Distance units are feet. What is the easting of the BC? . O 15516.26 O 14483.74 O 14197.97 15802.03