Observations/Finding

As requested, the site was visited by our AS Engineering and Consulting (ASEC) representative for the purpose of providing quality control inspection and testing services. Visual observation techniques were employed to verify compliance with project drawing/specifications, applicable codes, and materials submittals. The following observations were observed on site this day.

Crew continued working on Lots #62, 63, 64, and the adjacent roadway area. Fill material was placed in lifts, spread using a crawler bulldozer, and compacted using both a sheep-foot roller and a Caterpillar 815. Density tests were performed, and the results met the required project compaction specifications.

On the other side, the crew continued working on the deceleration lane, where the sub-grade was leveled, and fill material was placed in lifts using a crawler bulldozer and compacted using a sheep-foot roller.

At the retaining wall, the crew installed the drainage board/waterproofing along the wall to prevent water infiltration and for drainage path.

At Retaining Wall 5, the crew continued installation of CMU blocks by leveling the sub-grade and placing No. 57 stone. Geo-grid was installed as part of the soil reinforcement system. The blocks appeared to be installed in accordance with the project plans. Fill material was then placed in lifts and compacted using both a double drum roller and a sheep-foot roller.

At the Buford neighborhood site, the crew continued trench excavation using a hydraulic excavator equipped with a rock grinder to achieve the required depth and alignment.

We appreciate the opportunity to be of service to you on this project. If you have any questions regarding this report, please feel free to contact us. We will be more than happy to discuss it with you.