Structural Design of Highway PROPERTIES OF HIGHWAY MATERIALS

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Structural Design of Highway PROPERTIES OF HIGHWAY MATERIALS Highway and Transportation Engineering Al-Mustansiriyah University

Structural Design of Highway PROPERTIES OF HIGHWAY MATERIALS Highway and Transportation Engineering Al-Mustansiriyah University 2019 -2020 Dr. Rana Amir Yousif & Dr. Abeer K. Jameel Yoder; E. J. and M. W. Witczak, “Principles of Pavement Design”, A Wiley- Interscience Publication, John Wiley & Sons Inc. , U. S. A. , 1975.

References Ø Nicholas J. Garber and Lester A. Hoel. ”Traffic and Highway Engineering”, Fourth

References Ø Nicholas J. Garber and Lester A. Hoel. ”Traffic and Highway Engineering”, Fourth Edition. Ø Yoder; E. J. and M. W. Witczak, “Principles of Pavement Design”, A Wiley. Interscience Publication, John Wiley & Sons Inc. , U. S. A. , 1975. Ø Yaug H. Huang, “Pavement Analysis and Design”, Prentic Hall Inc. , U. S. A. , 1993. Ø “AASHTO Guide for Design of Pavement Structures 1993”, AASHTO, American Association of State Highway and Transportation Officials, U. S. A. , 1993. Ø Oglesby Clarkson H. , “Highway Engineering”, John Wiley & Sons Inc. , U. S. A. , 1975. Yoder; E. J. and M. W. Witczak, “Principles of Pavement Design”, A Wiley- Interscience Publication, John Wiley & Sons Inc. , U. S. A. , 1975.

Properties Of Highway Materials to evaluate the quality of a soil as a highway

Properties Of Highway Materials to evaluate the quality of a soil as a highway sub-grade material, one must also incorporate a number called the group index(GI) with groups and sub groups of the soil. The index is written in parentheses after the group or subgroup designation. The group index is given by the equation. GI= ( Where: Yoder; E. J. and M. W. Witczak, “Principles of Pavement Design”, A Wiley- Interscience Publication, John Wiley & Sons Inc. , U. S. A. , 1975.

Properties Of Highway Materials Yoder; E. J. and M. W. Witczak, “Principles of Pavement

Properties Of Highway Materials Yoder; E. J. and M. W. Witczak, “Principles of Pavement Design”, A Wiley- Interscience Publication, John Wiley & Sons Inc. , U. S. A. , 1975.

Properties Of Highway Materials Yoder; E. J. and M. W. Witczak, “Principles of Pavement

Properties Of Highway Materials Yoder; E. J. and M. W. Witczak, “Principles of Pavement Design”, A Wiley- Interscience Publication, John Wiley & Sons Inc. , U. S. A. , 1975.

GI= ( Properties Of Highway Materials The first term of eq. Is the partial

GI= ( Properties Of Highway Materials The first term of eq. Is the partial group index determine from the liquid limit. The second term that is Is the partial group index determine from the plasticity index. Following are some rules for determining the group index: ØIf Eq. (4. 1) yields a negative value for GI, it is taken as 0. ØThe group index calculated from eq. (4. 1) is rounded off to the nearest whole number (for example, GI: 3. 4 are rounded off to 3; GI: 3. 5 are rounded off to 4). ØThere is no upper limit for the group index. Yoder; E. J. and M. W. Witczak, “Principles of Pavement Design”, A Wiley- Interscience Publication, John Wiley & Sons Inc. , U. S. A. , 1975.

Properties Of Highway Materials Example: 1 The results of the particle-size analysis of a

Properties Of Highway Materials Example: 1 The results of the particle-size analysis of a soil are as follows: Percent passing through the No. 10 sieve: 100 Percent passing through the No. 40 sieve: 80 Percent passing through the No. 200 sieve: 58 the liquid limit and plasticity index of the soil are 30 and 10 respectively. Classify the soil by the AASHTO system. Yoder; E. J. and M. W. Witczak, “Principles of Pavement Design”, A Wiley- Interscience Publication, John Wiley & Sons Inc. , U. S. A. , 1975.

Soluti on: Properties Of Highway Materials Step 1 Passing sieve No. 200 =58 So

Soluti on: Properties Of Highway Materials Step 1 Passing sieve No. 200 =58 So the lower part will be used PI=10 Yoder; E. J. and M. W. Witczak, “Principles of Pavement Design”, A Wiley- Interscience Publication, John Wiley & Sons Inc. , U. S. A. , 1975. Step 2 (PI) Step 3 (LL)

Properties Of Highway Materials Solution: Using Table 4. 1, since 58% of the soil

Properties Of Highway Materials Solution: Using Table 4. 1, since 58% of the soil is passing through the No. 200 sieve, it falls under silt-clay classifications- that is , it falls under group A-4, A-5, A-6, or A-7. proceeding from left to the right, it falls under group A-4. From Eq. (4. 1). GI=3. 45 ≈3 So the soil will classified as A-4(3) Yoder; E. J. and M. W. Witczak, “Principles of Pavement Design”, A Wiley- Interscience Publication, John Wiley & Sons Inc. , U. S. A. , 1975.

Properties Of Highway Materials Example: 2 Ninety-five percent of a soil passes through the

Properties Of Highway Materials Example: 2 Ninety-five percent of a soil passes through the No. 200 sieve and , has a liquid limit of 60 and plasticity index of 40. 40 Classify the soil by the AASHTO system. Yoder; E. J. and M. W. Witczak, “Principles of Pavement Design”, A Wiley- Interscience Publication, John Wiley & Sons Inc. , U. S. A. , 1975.

Solution: Step 1 Passing sieve No. 200 =95 So the lower part will be

Solution: Step 1 Passing sieve No. 200 =95 So the lower part will be used PI=40 Yoder; E. J. and M. W. Witczak, “Principles of Pavement Design”, A Wiley- Interscience Publication, John Wiley & Sons Inc. , U. S. A. , 1975. Step 2 (PI) Step 3 (LL)=60

Properties Of Highway Materials Solution: According to Table 4. 1, the soil falls under

Properties Of Highway Materials Solution: According to Table 4. 1, the soil falls under group A-7. (Proceed in a manner similar to Example 4. 1. ) Since 40 > 60 -30 This is a A-7 -6 soil. Hence GI=42 So the soil will classified as A-7 -6(42) Yoder; E. J. and M. W. Witczak, “Principles of Pavement Design”, A Wiley- Interscience Publication, John Wiley & Sons Inc. , U. S. A. , 1975.