Please solve the question article (Traffic engineer) H.W 02: Table 2 lists the parking lot survey data collected using license plate method. Determine 1) the average turnover,2) average occupancy, 3) total parking load, 4) average duration, 5) parking capacity, and 6) parking efficiency.Bay123456789101112Table 2: Data for H.W 2Time0-15 15-30 30-4598131945 446720398768 87683741 37411884 18842344 2344975875941867 4895899989327653-45-604322446754664825759448957653732127891213 121332123378 6678 7778 777848212789

Answered: Image /qna-images/answer/10dac262-f193-4ddf-a528-7504c2e7c5e4.jpg

king lot survey data collected using license plate method. Determine 1) the average turnover, il parking load, 4) average duration, 5) parking capacity, and 6) parking efficiency. Bay 1 123 2 3 4 5 69 6 7 8 Table 2: Data for H.W 2 Time 0-15 2039 8768 3741 1884 2344 15-30 9813 1945 8768 3741 1884 2344 1867 8999 30-45 - 4467 - 9758 7594 45-60 4322 4467 5466 4825 7594 4895 4895 8932

king lot survey data collected using license plate method. Determine 1) the average turnover, il parking load, 4) average duration, 5) parking capacity, and 6) parking efficiency. Bay 1 123 2 3 4 5 69 6 7 8 Table 2: Data for H.W 2 Time 0-15 2039 8768 3741 1884 2344 15-30 9813 1945 8768 3741 1884 2344 1867 8999 30-45 - 4467 - 9758 7594 45-60 4322 4467 5466 4825 7594 4895 4895 8932

Residential Construction Academy: House Wiring (MindTap Course List)

4th Edition

ISBN:9781285852225

Author:Gregory W Fletcher

Publisher:Gregory W Fletcher

Chapter7: Introduction To Residential Service Entrances

Section: Chapter Questions

Problem 6RQ

See similar textbooks

Similar questions

If bar AB has an angular velocity of 5.2 rad/sec, determine the following: (Hint : Use instantaneous center) a. Velocity of B (Vb) b. Angular velocity of BC (Wbc) c. Velocity of the slider block C (Vc)
Give 1 concrete example of the following: Trip Generation Trip Distribution Modal Split Traffic Assignment
What is the content of the Traffic Survey in the paper? What are the examples? Ps. not graded
Two level sections of 35-m stations have center heights of 1.39 and 1.56 m in cut, base width 15 m, and side slopes 1-1/2:1. Part A: Compute Volume for the data given. Use the average-end-area method. Express your answer in cubic meters to five significant figures.
pls help me for question# 45 so that I can review it later on
Topic: SURVEYING 1. In walking along a 85-m course, the pacer of a field party counted 35.50, 38.25, 37.50, 37.00, 37.25 and 36.50 paces. Then 50.50, 51.25, 51.00, 51.25 and 50.50 strides were counted in walking from one marker to another established marker along a straight and level course. Determine the distance between the two markers. 2. A rectangular lot was measured using a 50-m steel tape at 30 oC. If the recorded length and width of the lot are 197.56m and 105.63m respectively. Determine the Error in the area, if the coefficient of thermal expansion is 0.0000116/ oC and standard temperature of the tape is 25 oC.
For 300 trips, assign them using constant assigntment ratio Route Hours 1 1.1 2 1.2 3 1.3 4 1.4 5 1.5
ASAP PLS NEED IN 30 MINUTES
compute the table using transit ruie
Pls help ASAP on this question.
kindly answer immediately, thankyou so much, in the surveyig subject -Problem ABCDE6. A student counted 50, 52, 53, 51, 53, and 51 paces in walking along a 45-m course laid out on a concrete pavement. The student took 768, 771, 770, 769, and 770 paces in walking an unknown distance AB. What is the the average pace is 51.67 now, On Problem ABCDE6. The student took 768, 771, 770, 769, and 770 paces in walking an unknown distance AB. His pace factor should be equal to choices: a. 0.871, b. 0.860, c. 0.875, d. none of the above -On Problem ABCDE6. The length of AB based on pace factor of the student is equal to choices: a. 670.32, b. 670.34, c. 670.33, c. none of the above
1. What is the value of the second distribution at BA? a. 0 b. -7.249 c. -4.645 d. 11.14 2. What is the value of the second distribution at BC? a. 0 b. -6.495 c. -3.886 d. 11.14 3. What is the value of the second distribution at CB? a. 0 b. -6.495 c. -4.645 d. 11.14