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.

On the above date our representative was on site to observe and assist in and testing concrete for the pour for the bridge slab deck pour of 135 cubic yards. Assisted in molding three sets of (6) 4 x 8 cylinders.  See additional report dated today by ASEC technician.

The writer reobserved placement of reinforcing steel for the bridge panels prior to concrete placement. Discrepancies observed on 7/17/26 were corrected.

The writer also observed proof-rolling of the remaining damaged subgrade soils to sanitary sewer manhole #12 using a loaded tandem dump truck loaded with 18 plus tons. The subgrade was also observed by members from NWGP who began repair measures clipping damaged subgrade soils to replace with additional base stone. The contractor clipped out a section today recommended for 4″ placing six loads of base stone with contract base stone included.

Also observed the grading contractor hammering residual rock at various building lots.

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.

Reinforcing steel in place at panels deck

Resteel observations panel decks were cleaned

Sampling of placed concrete

Concrete placement at sidewalk

Concrete placement by pumping

#6 vertical bars in place at support dowel rods

Observing proof of remaining subgrade to sanitary sewer manhole # 12 which clipping was recommended to repair from rain events and construction traffic

Hammering of residual rock at bldg lot