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.

Our ASEC representative was on site to observe the contractor (NG Grading) and for the observation/testing of the placement of fill/backfill.

The grading crew continued placing soil lifts of approximately 12 inches in thickness across Lots #32 through #40 and #85 through #92. These lots are mainly being filled in front yards and roadways. Density testing was performed and test results were provided to the contractor.

The pipe crew continued installation of SSMH 1.7 to 1.8. Lifts were installed in approximately 8 to 12 inches in thickness and compacted with a sheep-foot roller and a trench roller. Density testing was performed and test results were provided to the contractor.

The wall crew continued installation of retaining wall #2. Soil lifts were placed in approximately 8-inch lifts and compacted using a vibrating sheep-foot roller. Density testing was performed and test results were provided to the contractor.

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.

road way 32-40 and 85-92

1.7 to 1.8

wall 2

curbs at decel lane

32-40 and 85-92

1.7 to 1.8

1.7 to 1.8

wall 2