Common use of Structural Class 3 Clause in Contracts

Structural Class 3. The road structure has not been upgraded. The base layer/s is/are of inconsistent structure, poor to marginal quality and less than desired thickness. The asphalt pavement is in fair to good condition with one or more of the following surface distresses present; alligator cracking, edge cracking, longitudinal and transverse cracking, potholes and patches, rutting (especially in the wheel paths). Ride roughness may range from fair to excellent. The combined layers of the pavement structure continue to provide an acceptable level of service for the traffic using the road. The road is judged to be generally adequate to service the construction traffic and the traveling public throughout the duration of the proposed drilling. However, by the end of the project damage to the pavement structural system will likely be visible, and will take the form of increased extent of one or more of the following distresses; alligator cracking, edge cracking, longitudinal and transverse cracking, potholes and patches, rutting (especially in the wheel paths), and increased ride roughness.

Structural Class 3. The road structure has not been upgraded. The base layer/s is/are of inconsistent structure, poor to marginal quality and less than desired thickness. The asphalt pavement is in fair to good condition with one or more of the following surface distresses present; alligator cracking, edge cracking, longitudinal and transverse cracking, potholes and patches, rutting (especially in the wheel paths). Ride roughness may range from fair to excellent. The combined layers of the pavement structure continue to provide an acceptable level of service for the traffic using the road. The road is judged to be generally adequate to service the construction traffic and the traveling public throughout the duration of the proposed drillingproject. However, by the end of the project damage to the pavement structural system will likely be visible, and will take the form of increased extent of one or more of the following distresses; alligator cracking, edge cracking, longitudinal and transverse cracking, potholes and patches, rutting (especially in the wheel paths), and increased ride roughness.

Structural Class 3. The road structure has not been upgraded. The base layer/s is/are of inconsistent structure, poor to marginal quality and less than desired thickness. The asphalt pavement is in fair to good condition with one or more of the following surface distresses present; alligator cracking, edge cracking, longitudinal and transverse cracking, potholes and patches, rutting (especially in the wheel paths). Ride roughness may range from fair to excellent. The combined layers of the pavement structure continue to provide an acceptable level of service for the traffic using the road. The road is judged to be generally adequate to service the construction traffic and hauling heavy commercial or industrial components, and the traveling public throughout the duration of the proposed drillingproject. However, by the end of the project damage to the pavement structural system will likely be visible, and will take the form of increased extent of one or more of the following distresses; alligator cracking, edge cracking, longitudinal and transverse cracking, potholes and patches, rutting (especially in the wheel paths), and increased ride roughness.