12.7 Figure P12.7 shows a concrete pavement with the thicknesses and elastic moduli as indi- cated. Assume a modulus of rupture of 650 psi, a load transfer coefficient of 3.2, a service- ability loss from 4.5 to 2.0, and poor drainage with 5% of time near saturation. Determine the performance traffic by Eq. 12.21 without the reliability term and check the result by the AASHTO design chart. [Answer: 8.5 × 106] Portland Cement Concrete E = 4 x 106 psi Granular Subbase ESB = 30,000 psi Subgrade MR = 5000 psi 8 in. 8 in. FIGURE P12.7

12.7 Figure P12.7 shows a concrete pavement with the thicknesses and elastic moduli as indi- cated. Assume a modulus of rupture of 650 psi, a load transfer coefficient of 3.2, a service- ability loss from 4.5 to 2.0, and poor drainage with 5% of time near saturation. Determine the performance traffic by Eq. 12.21 without the reliability term and check the result by the AASHTO design chart. [Answer: 8.5 × 106] Portland Cement Concrete E = 4 x 106 psi Granular Subbase ESB = 30,000 psi Subgrade MR = 5000 psi 8 in. 8 in. FIGURE P12.7

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Design ESAL = 5 x 106 Initial serviceability index = 3.5 Terminal serviceability = 2.5…

Q: A flexible pavement is designed to last 10 years to withstand truck traffic that consists only of…

A: Calculating the loss in serviceability: ∆PSI=IPSI-TSI =5-2.5 =2.5

Q: The traffic on the design lane of a proposed four-lane rural interstate highway consists of 25%…

A: GIVEN- pt = 2.5. Growth rate = 4% Design life = 20 years Reliability level = 95% Standard…

Q: The following project and traffic data are available: Four-lane interstate highway Rolling terrain…

A: Step 1. Fatigue Analysis.1. Select a trial thickness (9.5 in.).2. Complete the information at the…

Q: Q2: Results from a traffic survey required for a planned new flexible pavement construction revealed…

A: The design traffic is given by: T=∑TC×Y×P TC=365×F×G×W×10-6 msa Where, TC = Weighted annual traffic…

Q: Flexible pavement in rural interstate highway. Design ESAL 3000000 Subbase exposed to moisture…

Q: Design a HMA pavement structure for a 6-lane divided u o accommodate the traffic loads and…

A: First you need to calculate the ESAL's which is on the road during the plan life. For this put the…

Q: Example: Design a new flexible pavement for a major interstate highway using the following…

Q: A flexible pavement section is designed using a CBR of 20 for the subgrade. During construction it…

A: Original pavement section: 8 inches HMA (Hot Mix Asphalt) over 12 inches crushed aggregate base over…

Q: Please solve all the questions asked

A: **Q3: Purposes**1. **Tie Bars**: In concrete pavements, tie bars serve as connectors between…

Q: 10. Refer to Figure III-1 attached. What would be the required slab thickness according to the…

A: we have to find out slab thickness according to the AASHTO 1972 design guide for the following given…

Q: Question 5 v Saved What is the minimum acceptable compressive strength o GDOT class "AA" concrete?…

A: Since the question number to be solved is not specified, the solution of Question 5 is as follows:…

Q: The following figure shows concrete pavement with the layer thickness and elastic modulus as…

A: Mr=650 Psiload transfer coefficient =3.2Serviceability loss= 4.5 to 2.5drainage coefficient =0.91080…

Q: Complete the table below and determine the total % damage contribution for fatigue and erosion from…

A: To calculate the expected repetitions for fatigue analysis (Se = 0.8 MPa), you can use the following…

Q: A flexible pavement is designed to last 10 years to withstand truck traffic that consists only of…

Concept explainers

Design of pavements

Pavement is a structure that is made up of different layers such as sub-base course layer, base course layer, binder course, and a surface course formed with different materials such as gravel, above the subgrade soil constructed to act as a path or carriageway enabling the movement of vehicles. The surface of the pavement should possess characteristics such as adequate friction, light reflection, and drainage. The pavements are classified based on structural design into rigid pavements, flexible pavements, composite pavements, and unpaved pavements. The process of determining a suitable pavement type, its constituent layers, and its thickness is called pavement design.

Question

12.7 Figure P12.7 shows a concrete pavement with the thicknesses and elastic moduli as indi-
cated. Assume a modulus of rupture of 650 psi, a load transfer coefficient of 3.2, a service-
ability loss from 4.5 to 2.0, and poor drainage with 5% of time near saturation. Determine
the performance traffic by Eq. 12.21 without the reliability term and check the result by
the AASHTO design chart. [Answer: 8.5 × 106]
Portland Cement Concrete
E = 4 x 106 psi
Granular Subbase
ESB = 30,000 psi
Subgrade MR = 5000 psi
8 in.
8 in.
FIGURE P12.7

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1: Stating the given and to be determined data

VIEW

Step 2: Determining value of W18

VIEW

Solution

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 5 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

13. Refer to Figure 3.1 attached. In the flexible pavement design example illustrated in the figure, what would be the required structural number if designing for W18=2,000,000 instead?a. 1.5b. 4.3c. 6.1d. 7.3
2 a. The scales reading the weight of each truck were reading 10% low. Calculate the ESAL for the following truck, assuming flexible pavement for both the axle/axle group weight and the weight increased by 10% 12,000 lbs 40,000 lb shoporst 20,000 b. Calculate the ESAL for the above truck, assuming rigid pavement. 20,000
The design equations for flexible pavements were determined as a result of laboratory experiments. True False
07. Determine Structural Number and terminal serviceability index value of flexible pavement. Given B and G, value for 32-kip tandem-axle loads. B= 0,4 G= -0.22
12. Refer to Figure II-1 attached. A flexible pavement is to be evaluated according to the AASHTO 1972 design guide. The existing pavement has a weighted structural number=3.4, a regional factor=2.0, and a soil support value=4.5. What would be the approximated number of daily equivalent 18-kip axles to be allowed on this road for a 20-year analysis period?a. 10b. 33c. 100d. 1490
The following figure shows concrete pavement with the layer thickness and elastic modulus as indicated. Assume modulus of rupture of 650 psi, load transfer coefficient of 3.2, serviceability loss from 4.5 to 2.5, and drainage coefficient of 0.9. The bedrock depth and loss of support is not considered for the subgrade. Use the design equation or monograph with 50% reliability to solve the following: 1) Determine the number of ESAL that the pavement can carry before failure. 2) If the daily traffic has 1080 single axles (20-kip), 400 single axles (24-kip), and 680 tandem axles (40-kip), and the annul traffic is the same over the design period, how many years would the concrete pavement last before failure? 8-inch Portland Cement Concrete Ec=4×106 psi 8-inch Granular Subbase Ec=30,000 psi Subgrade Mr = 5000 psi
A dual wheel having a load per tire of 4000 Ib, 80 psi pressure and μ = 0.5. Calculate thetotal pavement deflections due to the dual wheel by two layer theory at the followingradial distances from the centerline of one tire: r=0, 7,14. Assume that E1 = 10 E2
A rigid pavement is designed with an 11-inch slab thickness, 90% Rellability (ZR = -1.282), Es = 4 million psi, modulus of rupture of 600 psi, modulus of subgrade reaction of 150 lb/in?, a 2.8 load transfer coefficient, initial PSI = 4.8, final PSI of 2.5, overall standard deviation of 0.35, and a drainage coefficient of 0.80. The pavement has a 20-year design life. The pavement has three lanes in one direction (PDL = 0.80) and is conservatively designed for trucks that have one 20,000-lb single axle load (1.58), one 26,000-lb tandem axle (0.619), and one 34,000-b triple axle (0.593). What is the daily estimated truck traffic on the three lanes? logia (APSI) S,C¢(D@7% – 1.132) 3.0 [1.62410x10 |(D + 1)*46 | log10 (W) = Zg5, + 7.35 (log,0( D + 1)) – 0.06 +: +(4.22 - 0.327SI) log10 1+ 18.42 215.63/ De75 - 0.25
1. During the AASHO road test, ONLY flexible pavements were constructed and tested.a. Trueb. False2. The AASHO present serviceability rating (PSR) was considered an objective quantity used to establish the performance of highway pavement in terms of applied traffic.a. Trueb. False3. The AASHTO present serviceability index (PSI) correlates the PSR to actual pavement performance in terms of applied traffic, and select distresses.a. Trueb. False4. There is only one AASHTO PSI equation that applies to both flexible and rigid pavements.a. Trueb. False5. The AASHTO PSI scale ranges from:a. 0-5b. 0-10c. 0-100d. None of the above
Rigid pavements distribute loads more efficiently than flexible pavements. True/False Please explain in detail
Determine the base thickness of plain concrete pavement (PCP) without dowelled joints using the information and charts provided be • Desired project reliability - 85% Subgrade design CBR-6% • Design period -30 years • Design Traffic 5.0*10* HVAG(B) Note: The information obtained from each table or figure must be stated in the examination script to obtain relevant marks. Table 3.1: Minimum subbase requirements for rigid pavements Design traffic (HVAG) Subbase type 125 mm bound Up to 10⁰ Up to 5x10 150 mm bound or 125 mm LCS Up to 1x10 170 mm bound or 125 mm LCS 150 mm LCS Greater than 1x 10 1 Under CRCP, a heavily bound subbase with an asphalt surfacing is an acceptable alternative 75 Maximum permitted value CBR % Effective subgrade strength used in concrete base thickness determinations 60 50 40 35 30 25 20 15 12 10 Concrete Base 200 Thickness 190 (mm) 180 8. Pavement type 7. 6. 5. PCP Dowelled & CRCP 260 250 240 230 220 210 170 160 150 140 150mm LCS 125mm LCS 8 10 Design subgrade…
Please solve all the questions asked