The end area at station 36 + 00 36+00 is 265 ft 2 . 265 ft2. Notes giving distance from centerline and cut ordinates for station 36 + 80 36+80 are C 3.8/16.6; C 4.9/0; and C 5.6/10.2. Base is 20 ft.
2. The end area at station 36+00 is 305 ft2. Notes giving distance from centerline and cut ordinates for station 36+60 are C48/1 7.2, C 5.9, and C 68/20.2. Base width is 20-ft. Draw the cross-sections and compute Ve.
Item 4 Station Cut End Area (ft) 10+00 241 11+00 363 12+00 451 13+00 402 14+00 270 15+00 106 Part A For the data tabulated above, calculate the volume of excavation between stations 10+00 and 15+00. Express your answer to five significant figures. IVO AO 11 veca o 2 ? 6177.8 Jd3
Earthwork quantities for a section of indicate a transition from fill to cut. The The proposed vertical profile for a transport airport runway is shown. fill area station cut area 0.5% 2 2 (m grade 173.21 20+00 if the grade to the nght of the port of vertical inte朽ection B -0 4% (i.C. Ζ--04%), the minum required distance, D, between points of vertical intersection A and B is most nearly O a250 ft O b.630 ft О С. 1000 ft...
This is a transportation engineering problem. Help me
solve number one. Thank you.
ll tB the Assignments section of the Syl Homework should be an individual effort though discussion is permissible abbus. 1. (5 points) For the data listed, tabulate cut, nill, and cumulative volumes in cubic yards between stations 10 + 00 and 20+ 00. Use an expanston factor of 1.25 for fills. Prepare a Mass Haul Dia with free haul equivalent to 500 feet and overhaul cost gram....
Problem 1 (15vpts) A proposed highway has two tangents of bearings N 75° 54' 36" E and N 53° 22' 30" W. The highway design engineer, attempting to obtain the best fit for the simple circular curve to join these tangents, decides that the external ordinate is to be 78.00 ft. The Pl is at station 65+43.21. Determine: (a) The external angle of the curve (A) (b) The radius of the curve (d) The station of the PC (f) The...
tively. If this area is to be leveled at RL-00 m 40) a (112,3, 78.42,5S.21. 32.81. 18.74) m compute the volume of earthwork 10 2 5.5 Problems L. The following are the balanced latitudes & departures 2+55.21+3281)+18.74)-2319.6 m t,...。s e departures for polygon ABCDEA . Compute the total area by coordinates met nates method, if Side Latitude Departme 156.16 coordinate of point A (100, 100y in meters. . Ifthis polygon drawn on map with scale 5 cm-251-BC m. Compute the...
N28°46'25" 87*14'32" 210-06-29 148*09'56" 54°42'10" 5442'10" Ta 208*49' 39" S30°45'33" E Bearing from 1 to 2 Bearing From 2 to 3 Bearing from 3 to 4 Bearing from 4 to 5 Note: Use the carat^(shift+6) in place of the degree symbol because degree is not available on the keyboard. Question 1 8 pts How many meters and feet are in a mile? mile = meters (to the nearest.01 meters) mile = feet Question 2 16 pts Draw a sketch of...
QUESTION 7 The data set Beer Large, which can be found in StatCrunch Shared Data Sets, gives the Alcohol, Carbohydrates and Calories for different brands of beer. The explanatory variable is x + Carbohydrates and the response variable is Y - Calories. Use this information to answer: Calculate the correlation between carbohydrates and calories. (4 decimal places) Row vars varo var var 8 var9 var 10 2 الميا ABV 4.1 5.4 4.43 4.13 5.9 4.9 Carbs 2.6 13.7 5.8 5...
2. Regression review II, problem 6 Aa Aa E This question aims to review the La Quinta Inn model building exercise as discussed in lecture and described in the course packet. The data collected can be obtained in this Excel file. (Note: Reload this file each time you go through this problem.) The coefficient of multiple determination for the regression of profit margin (MARGIN) on all the other variables is The adjusted coefficient of multiple determination is From the regression...
INN
MARGIN
ROOMS
NEAREST
OFFICE
COLLEGE
INCOME
DISTTWN
1
61
3203
0.1
549
8
37
12.1
2
34
2810
1.5
496
17.5
39
0.4
3
46
2890
1.9
254
20
39
12.2
4
31.9
3422
1
434
15.5
36
2.7
5
57.4
2687
3.4
678
15.5
32
7.9
6
47.5
3080
2.4
488
13.5
31
6.7
7
54.4
2756
1.1
832
14.5
35
6.9
8
46.2
2244
0.7
496
15.5
38
8.9
9
54.1
2862
1.4
809
16.5
33
3...