30-Year Old Two-Life Pavement Case Study

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30-Year Old Two-Life Pavement Case Study

30-Year Old Two-Life Pavement Case Study

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• Twelve (12) test sections remain in<br />

service today:<br />

-2 (control section)<br />

- 3A, 3B, 3B-1S, 3B-2S, 3C<br />

- 4A, 4B, 4C<br />

- 5A, 5B, 5BT

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• Twelve (12) test sections remain in service today: -2 (control section) - 3A, 3B, 3B-1S, 3B-2S, 3C - 4A, 4B, 4C - 5A, 5B, 5BT

• Section 2 (Control): 9 in PCC 6 in Cement treated subgrade 20 ft slabs, right angle joints

Page 1 and 2: Florida Econocrete Road: Performanc
Page 3 and 4: What prompted this project ? • Sh
Page 5 and 6: Project Description • Contractor
Page 7: US 41/SR 45 Project Alignment
Page 13: • Sections 4A, 4B, 4C: 3 in PCC 9
Page 17 and 18: Condition Survey Results
Page 19 and 20: Cores from Well Performing Cement T
Page 21 and 22: Cores from Longitudinal Cracked Sec
Page 23: FAULTING IN OUTSIDE WHEEL PATH (in)
Page 26 and 27: Observations (Continued): • Compo
Page 28: Thank You !