What is the distance that an offset stake is set from a centerline stake? 2 -3...
What is the distance that an offset stake is set from a centerline stake?
2 -3 ft
5 - 10 ft
3 - 6 ft
the distance varies depending on the site
Homework Answers
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What is the distance that an offset stake is set from a
centerline stake?
2 -3...
A horizontal curve extends 750 ft along the centerline it has a radius of a 10...
A horizontal curve extends 750 ft along the
centerline it has a radius of a 10 degree the roads is 20 ft wide
with 2 ft shoulder design speed is 50 mph find the required
horizontal sightline offset that trees can be removed from the edge
of the road.....?
Please the question carefully and gave me a solution that I need
with a full explanation and step by step.
I have the solution but I want to confirm.
thank you...
2. The end area at station 36+00 is 305 ft2. Notes giving distance from centerline and cut ordinates for station 36+60...
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.
March 26, 2019 for a construction project. Given a grade of S4.24ft what should construction 4. A...
March 26, 2019 for a construction project. Given a grade of S4.24ft what should construction 4. A site-plan giv ves the proposed grade the surveyor use as Grade Rod? Answer A. Elev- BS B. HI-54.24 C54.24 D. 54.24-HI 5. The existing elevation and the proposed elevation are plotted together along a profile to determine Answer: A. Where to set the Grade Rod B. The amount to cut C. The amount to fill D. The amount to cut or fill 6....
Example 10-6 A 2500-ft roadway centerline is established during a pre- liminary survey, as shown in...
Example 10-6 A 2500-ft roadway centerline is established during a pre- liminary survey, as shown in Figure 10-5a. The three tangent sections are to be connected by two simple curves, the first with a radius of 700 ft and the second with a radius of 600 ft. Determine the stations of the PCs and the PTs, the total length of the centerline with curves, and the last station of the final route. Pi2 12 +00IA25 42-25 0+0 Pi, 5+00 25...
A 5 degree curve (measured at the centerline of the inside lane) is being designed for...
A 5 degree curve (measured at the centerline of the inside lane) is being designed for a highway with a design speed of 60 mph. What is the closest any roadside object may be placed to the centerline of the inside lane of the roadway while maintaining adequate stopping sight distance? Assume lane widths are 12 feet. 3) A 520-ft long equal tangent crest vertical curve connects tangents that intersect at station 340+00 and elevation 1325 ft. The initial grade...
vert Elevation ketch 5 Utilize the batter board method of horizontal and vertical control. The inside pipe diameter is 1 ft. The batter board setup should be 8.00 feet above the pipe invert and a...
vert Elevation ketch 5 Utilize the batter board method of horizontal and vertical control. The inside pipe diameter is 1 ft. The batter board setup should be 8.00 feet above the pipe invert and above the staked offset, which is 6 ft. horizontally from the pipe center. The pipe invert elevation is 11.62 t. The pipeline-offset stake is at station 5+00, elevation 18.32 ft. and level with the ground surface. The trench is 3 ft. wide. Create a sketch showing...
S. What is the error due to curvature and refraction for a distance of 7.2 miles ? (2pt). 6. Whic...
S. What is the error due to curvature and refraction for a distance of 7.2 miles ? (2pt). 6. Which accuracy equation should be used for a first order class II maximum closure loop survey? (1pt). 7. A surveyor measured data and recorded them on a sheet of paper since the project was not due until 2 days later. The next day, he transferred the data to his field book before the office review. The accuracy was within the limits...
based on the given data: 1.) What is the centerline of the x-bar chart? 2.) what...
based on the given data:
1.) What is the centerline of the x-bar chart?
2.) what is the upper control limit of x bar chart?
3.) what is the upper control limit of moving R chart?
4.) Based on the X bar and R charts is the process in
control?
Question 1 1 pts Subgroup 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Value 7.09 7.05 7.05 7.07 7.03 7.05 7.03 7.08 7.07 7.04...
2. For the beams shown, draw a new picture of the beam's centerline (i.e., draw the...
2. For the beams shown, draw a new picture of the beam's centerline (i.e., draw the beam as a line, but with the proper supports, hinges, etc.), then sketch the deflected shape on your drawing. Indicate the positions of any points of inflection. a) 3 kips 12 kips 195 kip .ft hinge を 3kips 12 kips 195 kips 、D = 15 kips 5 ft 15 Shear (kips) 75 Moment (kip-ft)
2) A 6-lane divided highway has a design speed of 65 mph and the following typical...
2) A 6-lane divided highway has a design speed of 65 mph and the following typical section: Grassed median: Median shoulders: Lanes: Right-side shoulders: 14 ft. wide 4ft. wide 12 ft. wide, 3 lanes directional 10 ft. wide Centerline Degree of Curvature, D is 3 45 If single face concrete barrier be installed along the highway without encroaching on the required horizontal sight distance, how far (at minimum) from the roadway centerline should the face of the barrier be located?
A horizontal curve extends 750 ft along the
centerline it has a radius of a 10 degree the roads is 20 ft wide
with 2 ft shoulder design speed is 50 mph find the required
horizontal sightline offset that trees can be removed from the edge
of the road.....?
Please the question carefully and gave me a solution that I need
with a full explanation and step by step.
I have the solution but I want to confirm.
thank you...
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.
March 26, 2019 for a construction project. Given a grade of S4.24ft what should construction 4. A site-plan giv ves the proposed grade the surveyor use as Grade Rod? Answer A. Elev- BS B. HI-54.24 C54.24 D. 54.24-HI 5. The existing elevation and the proposed elevation are plotted together along a profile to determine Answer: A. Where to set the Grade Rod B. The amount to cut C. The amount to fill D. The amount to cut or fill 6....
Example 10-6 A 2500-ft roadway centerline is established during a pre- liminary survey, as shown in Figure 10-5a. The three tangent sections are to be connected by two simple curves, the first with a radius of 700 ft and the second with a radius of 600 ft. Determine the stations of the PCs and the PTs, the total length of the centerline with curves, and the last station of the final route. Pi2 12 +00IA25 42-25 0+0 Pi, 5+00 25...
A 5 degree curve (measured at the centerline of the inside lane) is being designed for a highway with a design speed of 60 mph. What is the closest any roadside object may be placed to the centerline of the inside lane of the roadway while maintaining adequate stopping sight distance? Assume lane widths are 12 feet. 3) A 520-ft long equal tangent crest vertical curve connects tangents that intersect at station 340+00 and elevation 1325 ft. The initial grade...
vert Elevation ketch 5 Utilize the batter board method of horizontal and vertical control. The inside pipe diameter is 1 ft. The batter board setup should be 8.00 feet above the pipe invert and above the staked offset, which is 6 ft. horizontally from the pipe center. The pipe invert elevation is 11.62 t. The pipeline-offset stake is at station 5+00, elevation 18.32 ft. and level with the ground surface. The trench is 3 ft. wide. Create a sketch showing...
S. What is the error due to curvature and refraction for a distance of 7.2 miles ? (2pt). 6. Which accuracy equation should be used for a first order class II maximum closure loop survey? (1pt). 7. A surveyor measured data and recorded them on a sheet of paper since the project was not due until 2 days later. The next day, he transferred the data to his field book before the office review. The accuracy was within the limits...
based on the given data:
1.) What is the centerline of the x-bar chart?
2.) what is the upper control limit of x bar chart?
3.) what is the upper control limit of moving R chart?
4.) Based on the X bar and R charts is the process in
control?
Question 1 1 pts Subgroup 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Value 7.09 7.05 7.05 7.07 7.03 7.05 7.03 7.08 7.07 7.04...
2. For the beams shown, draw a new picture of the beam's centerline (i.e., draw the beam as a line, but with the proper supports, hinges, etc.), then sketch the deflected shape on your drawing. Indicate the positions of any points of inflection. a) 3 kips 12 kips 195 kip .ft hinge を 3kips 12 kips 195 kips 、D = 15 kips 5 ft 15 Shear (kips) 75 Moment (kip-ft)
2) A 6-lane divided highway has a design speed of 65 mph and the following typical section: Grassed median: Median shoulders: Lanes: Right-side shoulders: 14 ft. wide 4ft. wide 12 ft. wide, 3 lanes directional 10 ft. wide Centerline Degree of Curvature, D is 3 45 If single face concrete barrier be installed along the highway without encroaching on the required horizontal sight distance, how far (at minimum) from the roadway centerline should the face of the barrier be located?
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