One of the common problems encountered in some municipalities is that some streets do not directly intersect as shown below. To solve that problem, a propose centerline (CL) alignment for the McCowan is suggested by the highway engineer as seen below. If the bearings and distances of the lines are already known, how you determine the bearing and the distance of the proposed new centerline alignment connecting the AD? Explain in detail. Show some computations. Upload yo answers here or on the next page entitled "Additional submissions for Midterm Part 2". A 1100.00 f McCowan Rd. Proposed Alignment for McCowan Rd. 300,00- Course DC CB BA Distance 300.00 186.33 1100.00 Bearing S 0°00' E(W) S 90°00' W N 0°29′E
One of the common problems encountered in some municipalities is that some streets do not directly intersect as shown below. To solve that problem, a propose centerline (CL) alignment for the McCowan is suggested by the highway engineer as seen below. If the bearings and distances of the lines are already known, how you determine the bearing and the distance of the proposed new centerline alignment connecting the AD? Explain in detail. Show some computations. Upload yo answers here or on the next page entitled "Additional submissions for Midterm Part 2". A 1100.00 f McCowan Rd. Proposed Alignment for McCowan Rd. 300,00- Course DC CB BA Distance 300.00 186.33 1100.00 Bearing S 0°00' E(W) S 90°00' W N 0°29′E
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter14: Highway Surveys And Location
Section: Chapter Questions
Problem 17P: The following table shows the stations and ordinates for a mass diagram. The free-haul distance is...
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![One of the common problems encountered in some municipalities is that some streets do not directly intersect as shown below. To solve that problem, a proposed
centerline (CL) alignment for the McCowan is suggested by the highway engineer as seen below. If the bearings and distances of the lines are already known, how will
you determine the bearing and the distance of the proposed new centerline alignment connecting the AD? Explain in detail. Show some computations. Upload your
answers here or on the next page entitled "Additional submissions for Midterm Part 2".
+
Finch Ave. E
11000011
A
B
McCowan Ad.
186.33
Proposed Alignment for
McCowan Rd.
D
300,00
C
McGowan Rd.
Course
DO
CB
BA
AD
Distance
300.00
186.33
1100.00
Bearing
S 0°00' E(W)
S 90°00' W
N 0°29 E](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2da2d3ac-215d-4638-b47d-1f8e8b6f39f1%2F1b3a27eb-3e81-4774-a7eb-6f80408d64ad%2Fe695pjg_processed.jpeg&w=3840&q=75)
Transcribed Image Text:One of the common problems encountered in some municipalities is that some streets do not directly intersect as shown below. To solve that problem, a proposed
centerline (CL) alignment for the McCowan is suggested by the highway engineer as seen below. If the bearings and distances of the lines are already known, how will
you determine the bearing and the distance of the proposed new centerline alignment connecting the AD? Explain in detail. Show some computations. Upload your
answers here or on the next page entitled "Additional submissions for Midterm Part 2".
+
Finch Ave. E
11000011
A
B
McCowan Ad.
186.33
Proposed Alignment for
McCowan Rd.
D
300,00
C
McGowan Rd.
Course
DO
CB
BA
AD
Distance
300.00
186.33
1100.00
Bearing
S 0°00' E(W)
S 90°00' W
N 0°29 E
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