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PDHonline Course C358 (4 PDH) Geotechnical Issues in Pavement Design 2012 Instructor: John Poullain, PE PDH Online | PDH Center 5272 Meadow Estates Drive Fairfax, VA 22030-6658 Phone & Fax: 703-988-0088 www.PDHonline.org www.PDHcenter.com An Approved Continuing Education Provider

Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term

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Page 1: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term

PDHonline Course C358 (4 PDH)

Geotechnical Issues in Pavement Design

2012

Instructor: John Poullain, PE

PDH Online | PDH Center5272 Meadow Estates Drive

Fairfax, VA 22030-6658Phone & Fax: 703-988-0088

www.PDHonline.orgwww.PDHcenter.com

An Approved Continuing Education Provider

http://www.PDHonline.org
http://www.PDHcenter.com
Page 2: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 3: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 4: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 5: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 6: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 7: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 8: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 9: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 10: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 11: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 12: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 13: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 14: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 15: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 16: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 17: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 18: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 19: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 20: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 21: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 22: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 23: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 24: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 25: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 26: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 27: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 28: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 29: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 30: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 31: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 32: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 33: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 34: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 35: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 36: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 37: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 38: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 39: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 40: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 41: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 42: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 43: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 44: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 45: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 46: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 47: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 48: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 49: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 50: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 51: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 52: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 53: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 54: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 55: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 56: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 57: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 58: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 59: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 60: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 61: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 62: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 63: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 64: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 65: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 66: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 67: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 68: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 69: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 70: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 71: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 72: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 73: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 74: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 75: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 76: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 77: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 78: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 79: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 80: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 81: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 82: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 83: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 84: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 85: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 86: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 87: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 88: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 89: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 90: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 91: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 92: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term
Page 93: Geotechnical Issues in Pavement Designrequires greater attention to the lower quality layers in the design (i.e., the subgrade) in order to reduce life-cycle pavement costs. Good long-term

1.5'pavement course 8" concrete (4000 psi) subgrade 12" (95% mod. proctor) compacted subgrade . proposed 8" concrete pavement course. proposed 12" compacted subgrade. see architectural

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