This report is thorough and provides detailed observations regarding the quality control inspection and testing services performed on-site. Below is a summary of its key points:

1. Scope of Inspection:
   • Visual observation techniques were used to verify compliance with project specifications, applicable codes, and materials submittals.
2. Site Activities Observed:
   • Proof-Roll Observation: Conducted on the CTB road (locations shown in pictures). Some yielding and deflection were noted in specific areas. Locations shown in pictures (13’x2.5′) (14’x2.5′) (18’x2.5′) (12×2.5)
   • Water Line Work: Ongoing in the front from Lot #224 through #231.
   • Retaining Wall #2 Construction: Placement and compaction of riprap and No. 57 stone for stabilization and placement of fabric on the Riprap and backfill at the creek crossing retaining wall #2.
3. Details of Retaining Wall #2 Construction:
   • Geo-grid material was installed at each course.
   • No. 57 stone was used for backfilling behind Redi-Rock blocks and within cells.
   • Backfill lifts were placed 8 inches thick and compacted with a 9-ton pad-foot and trench compactor.
   • Compaction testing confirmed compliance with a 95% maximum dry density requirement.
4. Recommendations:
   • For the proof-roll areas showing deflection, it was recommended to undercut approximately 2 inches of CTB and replace it with asphalt.
5. Collaborative Effort:
   • Representatives from Allied Pavement and Bureau Ventas North America Inc. participated in the proof-roll inspection alongside the ASEC representative.
6. Contact Information:
   • The report ends with an invitation for further discussion or clarification.

If you have any questions pertaining to this report please notify us.