The placement and compaction of backfill soils for the SSFM in front of Lots #232 through #236 and work was in progress for stabilization of the retaining wall #2 footing between Station 0+30 continued this day.

   At the time of arrival,  our representative observed that work was in progress with the contractor placing 2 feet of riprap and with 1-foot lifts of backfill being placed for SSFM using a 6-ton pad sheeps-foot and trench compaction equipment, Compaction testing was performed using a Standard Test Method for Density of Soil in Place by Drive-Cylinder, along with general probing using a 3/8″ diameter probe rod.

Density test results indicate that most of the compacted materials met the project requirement of 95% of the maximum dry density obtained by a Standard Proctor ASTM 698.

   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.