An axle weight study on a section of highway gave the following data on axle load distribution. Determine the truck factor for this section of highway. Assume SN = 4 and p₁ = 2.5.Axle Load Group:Axle Loadtruck factor =No. of Axles perNo. of Axles perSingle (1,000 lb)1,000 VehiclesGroup: Tandem (1,000 lb)1,000 Vehicles4669141879310238104851616614149221161862281532041326722734312443612263384401

Step 1: To determine the truck factor for this section of highway, we first need to calculate the…

Answered: An axle weight study on a section of…

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter19: Design Of Flexible Highway Pavements

Section: Chapter Questions

Problem 4P

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A. Given Design years for 2 direction of road Number of lanes. 2 lanes ADT - 3500 Calculate the ESAL for one direction of road 20 years Wheel Load (kN) Equivalent Load Factors % in total traffic volume 45 0.03 25 20 0.044 16 150 15 8 80 2.5 25 165 25 21 285 42 2.
An axle weight study on a section of highway gave the following data on axle load distribution. Determine the truck factor for this section of highway. Assume SN = 4 and pt = 2.5. Axle Load Group:Single (1,000 lb) No. of Axles per1,000 Vehicles Axle LoadGroup: Tandem (1,000 lb) No. of Axles per1,000 Vehicles 4 686 4 18 6 753 10 242 10 495 16 175 14 152 22 122 18 62 28 151 20 41 32 67 22 7 34 31 24 4 36 12 26 3 38 4 40 1 truck factor =
A. Given 20 years Design years for 2 direction of road Number of lanes = 2 lanes ADT = 3500 %3D Calculate the ESAL for one direction of road Wheel Load (kN) Equivalent Load Factors % in total traffic volume 45 0.03 25 20 0.044 16 150 15 8 80 2.5 25 165 25 21 285 42
highway engineering
An axle weight study on a section of highway gave the following data on axle load distribution. Determine the truck factor for this section of highway. Assume SN = 4 and Pt = 2.5. Axle Load Group: Single (1,000 lb) 4 No. of Axles per 1,000 Vehicles Axle Load Group: Tandem (1,000 lb) No. of Axles per 1,000 Vehicles truck factor = 6 10 14 18 20 22 24 26 696 796 513 152 61 41 7 4 3 4 10 16 22 28 32 34 36 38 40 18 241 168 116 153 64 29 12 4 1
An axle weight study on a section of highway gave the following data on axle load distribution. Determine the truck factor for this section of highway. Assume SN = 4 and p₁ = = 2.5. truck factor = Axle Load Group: Single (1,000 lb) 4 6 10 14 18 20 22 24 26 No. of Axles per 1,000 Vehicles 675 776 496 152 59 41 7 4 3 Axle Load Group: Tandem (1,000 lb) 4 10 16 22 28 32 34 36 38 40 No. of Axles per 1,000 Vehicles 18 233 171 122 153 64 31 12 4 1
An axle weight study on a section of highway gave the following data on axle load distribution. Determine the truck factor for this section of highway. Assume SN = 4 and p = 2.5. truck factor Axle Load Group: Single (1,000 lb) 4 6 10 14 18 20 22 24 26 No. of Axles per 1,000 Vehicles 695 783 498 151 62 39 7 4 3 Axle Load Group: Tandem (1,000 lb) 4 10 16 22 28 32 34 36 38 40 No. of Axles per 1,000 Vehicles 18 243 171 122 151 68 29 12 4 1
Question 4 a) The axle load data collected on a section of a highway for a short duration for 2 and 3 - axle trucks are presented in Table 1. Determine the ESAL per axle, total ESAL per truck and the truck factors for 2 and 3-axle trucks. Table 1: Axle load data Vehicle питber No. of axles Axle Weight (tons) Axle 3 Axle 4 Axle 5 Date Сommodity Axle 1 Axle 2 15-Jul-10 GR 6687 -10 16-Jul-10 GW 4925 S 15-Jul-10 AS 4602 Z 15-Jul-10 BA 4772 C 16-Jul-10 GR 2706 09 15-Jul-10 GR 9626 E 16-Jul-10 WR 9290 C 15-Jul-10 AS 6865 Q charcoal 3 4.00 10.20 5.20 13.60 16.80 cement 5.50 lumber 10.20 4.00 14.60 charcoal charcoal charcoal 2 6.10 4.20 14.20 8.50 19.80 13.20 charcoal 5.10 13.70 charcoal 8.40 14.90 6.10
4.7 PROBLEMS 4.7.3 Axle load study conducted on a stretch of road in 2017 yield theşe results: Axle load range (ton) 2 - 4 4 - 6 6 -8 8 - 10 10 - 12 12 – 14 No. of axle 500 710 599 621 452 168 Number of commercial vehicles for the particular day is 1860. Based on Road Note 31, determine: a) Average number of axle per commercial vehicle; b) Total equivalent standard axle for that particular day; c) Average number of standard axle per commercial vehicle; and d) Average number of standard axle per commercial axle.
Situation: A proposed four-lane divided highway is to be constructed using asphalt concrete surface layer. Table below shows the fvevRAr traffic data collected from DPWH regional office along the proposed alignment. Load per axle, Ibs 2,000 10,000 14,000 6,000 Vehicle Number of Description AADT Code axles В, В1, В2 12-2 12-3 Light Vehicles (sedan, SUV, pickup) Semi-trailer trucks Truck semi-trailer Public buses, single-unit trucks 75,000 4,000 1,500 15,700 5 D-4 2 Forecasted annual traffic growth Percentage of traffic on design lane Design service life of pavement = 4.Y% = 32% = 20 years Moreover, the regional office plans to adapt a flexible pavement with the following specifications listed below. Resilient modulus of asphalt concrete Resilient modulus of base course Resilient modulus of subbase course = 420 ksi California Bearing Ratio (CBR) of base course material California Bearing Ratio (CBR) of subbase material California Bearing Ratio (CBR) of subgrade material - 28.5 ksi = 15…
A traffic surveying conducted on a road yield an average daily traffic count of 5000 vehicle. The axle load distribution on the same road is given in the following table. Axle load (tones) Frequency of traffic (f) 18 10 14 20 10 35 8 15 6 20 ... The design period of the road is 15 years. The yearly Traffic growth rate is 7.5% the load safety factor (LSF) is 1.3. If the vehicle damage factor (VDF) is calculated from the above data, the design traffic (In million standard axle load MSA) is
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