Situation III: The table below shows the reported accidents for 1 10-mile highway section of theMacapagal boulevard.YearAve. dailyTraffic20,50022,00023,50024,00025,5007. Compute for the severity ratioPropertydamage165InjuryAccidentsFatalAccidents20004020011504520021701705010200345200416060198. Compute for the accident rate for injury accidents in HMVM9. Compute the accident rate in HMVMO69

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ituation III: The table below shows the reported accidents for 1 10-mile highway section o lacapagal boulevard. Year Ave. daily Property damage 165 Injury Accidents Fatal Accidents Traffic 20,500 22,000 23,500 24,000 25,500 7. Compute for the severity ratio 2000 40 45 50 2001 2002 2003 2004 150 170 10 16 19 170 45 160 60 8. Compute for the accident rate for injury accidents in HMVM 9. Compute the accident rate in HMVM

ituation III: The table below shows the reported accidents for 1 10-mile highway section o lacapagal boulevard. Year Ave. daily Property damage 165 Injury Accidents Fatal Accidents Traffic 20,500 22,000 23,500 24,000 25,500 7. Compute for the severity ratio 2000 40 45 50 2001 2002 2003 2004 150 170 10 16 19 170 45 160 60 8. Compute for the accident rate for injury accidents in HMVM 9. Compute the accident rate in HMVM

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Using Enumeration Method - list all paths and total duration. Use the chart provided for the infomation needed Activity Predecessor Normal time Normal cost Crash time Crash cost Max Crash Time Slope A 5 $200 4 $350 B A 8 $220 8 $220 C B 6 $250 4 $650 D A 9 $500 5 $600 E A,C 10 $150 9 $500 F E 10 $500 9 $650 G D,F 8 $400 6 $900
Q1. The following is the number of trips and the number of households by the number of persons per household and the level of household income in a given zone. Persons/hh 1 2 3 4 5 or above Low Persons/household 1 2 3 4 5 or more No. of hh Trip No. No. of hh 93 222 149 72 341 138 59 417 125 120 1010 109 13 107 37 Income Medium The forecasted number of households in the study area for a target year is shown below. Low 120 100 90 150 30 Trip No. 616 853 1025 1186 457 High No. of hh Trip No. 96 360 27 205 33 381 40 471 33 423 Income Medium 280 220 190 180 60 High 130 40 50 70 60 (a) Calculate the forecasted number of trips for each combination of the number of persons per household and the level of household income. (b) Alternatively, trip rate can be estimated using the following linear regression equation. Trip rate=0.46+ 1.96 × NPERSON + 1.66 x HINCOME Where NPERSON = no. of persons per household (= 5 for 5 or more persons in household); HINCOME = level of household income (= 0 for low…
The following chart shows the average number of hours commuters spend in traffic delays per year at the six most congested cities in the U.S. Most Congested Cities Baltimore New York Houston Los Angeles Chicago Washington 0 10 O C OD OB Ο Α 20 30 40 50 Average Hours per Year 60 70 80 Which of the following statements is not correct? A) Houston commuters have a higher average number of hours spent per year in traffic delays when compared to New York commuters. B) Los Angeles commuters have a lower average number of hours spent per year in traffic delays when compared to Washington commuters. C) Baltimore commuters have the lowest average number of hours spent per year in traffic delays. D) Chicago commuters have the highest average number of hours spent per year in traffic delays.
A zone has been divided into four large districts (traffic zones). The following data has been collected for those districts. Provide a trip distribution calculation (single constrained) using the gravity model. Assume Kij = 1 (Check balancing of Tij = A after the first iteration) District 1 2 3 4 Travel Time Fij Productions 3400 6150 3900 2800 1 2.0 Attractions 2800 6500 2550 4400 4 1.6 6 1.0 1 4 11 15 10 9 10 0.9 0.86 Travel time (min) 2 3 11 15 6 6 6 6 9 11 11 12 0.82 0.80 4 10 9 11 4 15 20 0.68 0.49
Data on a traffic accident recorded on a certain intersection for the past 5 years has an accident rate of 416 per million entering vehicles. If the average daily traffic entering the intersection is 504 find the total number accidents during the 5 year period. Answer in whole number.
Consider the following data: • Average number of vehicles (overtaking - overtaken) = 1 • Average number of vehicles during trips in opposite direction of traffic flow = 336 • Average journey time when test vehicle is travelling with the stream = 8 min 31 sec. • Average journey time when test vehicle is travelling against the stream = 7 min 24 sec. Average journey time for the above data is min.
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Example: The total number of vehicles in each month are given in the table below. Find:- い همر المرسر لت 1- ADT for each month 2- AADT 365 Month 1 3 4 8 10 12 28 ADT Total No. of no. of vehicles (×1000) (00 x pda) 425 days 13.7 31 14.6 410 12.4 385 30 13.2 31 14.5 450 16.6 31 18.7 31 18.3 570 16.3 31 13.5 420 31 13.8 415 30 12.9 31 Sum
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Need type answer a. A section of road has 55 accidents recorded in three years. For the same period, the estimated vehicle travel on the section was 23 mvk. Considering only those sections having the same characteristics as the section under study, the mean rate is 80 accidents per 100 mvk. Is the section hazardous with 90 percent level of confidence? b. Based on the graph of the accidents time per day on ‘explain’, what time makes up the most number of accidents? Discuss and explain why the frequency of accident is high.
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4. Determine the required number of lanes for a proposed highway that will provide an LOS B. the highway is designed to accommodate future daily traffic for the following vehicles:*PCEF for Taxis: 1.00 * Vehicle Volume, pcu Cars 750 Jeepneys Taxis 500 365 Buses 125 Trucks 150 motorcycles 235