| Date |
Day |
Topic |
Reading |
| 9/1 |
T |
Introduction and Description of Pavements |
Ch. 1 |
| 9/3 |
R |
Stresses in Asphalt Pavements |
2.8 - 2.10 |
| 9/8 |
T |
Traffic and Load Equivalency |
5.1 - 5.4 |
| 9/10 |
R |
Traffic and Load Equivalency
(continued) |
5.1 - 5.4 |
| 9/15 |
T |
Measuring Soil Stiffness |
7.11 - 7.13 |
| 9/17 |
R |
Problem Soils (Frost Susceptibility and Swelling Soils) |
7.9 - 7.10 |
| 9/22 |
T |
Class cancelled due to CIVL 4151 lab running long |
|
| 9/24 |
R |
Soil
Stabilization Concepts and Methods |
7.14 |
| 9/29 |
T |
Distress in Asphalt Pavements,
Performance Measures |
11.1,
11.3 |
| 10/1 |
R |
Derivation of the AASHTO Flexible Pavement Design Equation |
Notes |
| 10/6 |
T |
Exam 1 (Chapters 1, 2, 5, 7, 11) |
|
| 10/8 |
R |
Effective Soil Modulus
for Use in the AASHTO Design Equation |
11.4 |
| 10/13 |
T |
AASHTO Method of Structural Design for Asphalt Pavements |
14.3.1 |
| 10/15 |
R |
AASHTO Method of Structural Design for Asphalt Pavements (cont) |
14.3.1 |
| 10/20 |
T |
Fall Break |
|
| 10/22 |
R |
Asphalt Institute Method of Structural Design for Asphalt Pavements |
14.3.2 |
| 10/27 |
T |
Mechanistic-Empirical Methods of Structural Design for Asphalt
Pavements |
14.3.2 |
| 10/29 |
R |
Principles of Mix and Structural Design of Concrete Pavements |
3.2 - 3.3 |
| 11/3 |
T |
Design of Temperature Steel and Tie Bars for Concrete Pavements |
Notes |
| 11/5 |
R |
Design of Dowel Bars for Concrete Pavements |
15.2.1 |
| 11/10 |
T |
Distresses in Concrete Pavements |
11.2 |
| 11/12 |
R |
AASHTO Method of Structural Design for Concrete Pavements |
15.2.2 |
| 11/17 |
T |
AASHTO Method of Structural Design for Concrete Pavements
(cont) |
15.2.2 |
| 11/19 |
R |
Guest Speaker (Zach Richardson from Carmeuse Lime & Stone) |
|
| 11/24 |
T |
Rigid Pavement Design Example |
Notes |
| 11/26 |
R |
Thanksgiving Break |
|
| 12/1 |
T |
Design of Continuously-Reinforced Concrete Pavements |
Notes |
| 12/3 |
R |
Review of Rigid Pavement Design Homework |
|
| 12/8 |
T |
Exam 2 (Chapters 3, 12-15) |
|
|
|
|
|