Daily Field Report

Density test report

Date *

Project Number *

Name of the Project *

Project Location

Client Company *

Weather

Arrival Date

Arrival Time

Departure Date

Departure Time

Onsite Hours

ASEC Technician Name

Observations/Finding

Summary *

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.

Nature walk: Lot #1035 &amp; #1036
<ul>
 	<li>Backfill placement continued on Lot #1036 and compacted with the Hyundai HR 70c.</li>
 	<li>The final layer of backfill was completed on Lot #1035 and compacted with a Hyundai HR 70c.</li>
 	<li>Compaction testing was performed using a Troxler nuclear density gauge, along with general probing using a 3/8″ diameter probe rod on the Lot #1035.</li>
 	<li>Density test results indicate that compacted materials did meet the project requirement of 95% of the maximum dry density obtained by a Standard Proctor ASTM 698.</li>
 	<li>Proof-rolling of the boulder fill was utilized to verify stability in lieu of density testing using a nuclear density gauge.</li>
</ul>
Seven Hills: Amenities
<ul>
 	<li>Upon arrival, the contractor was engaged in removing the stacked dirt near the Pickle ball court parking area and on the roadway using a Komatsu PC 360LC and cut from the west of the job site. Fill was being transported with two tandem-axled dump trucks, while dozing was performed with a Komatsu D85EX and compaction with aCAT563E.</li>
 	<li>Next layer of fill was started on the pickle ball court and car parking.</li>
 	<li>Compaction testing was performed using a Troxler nuclear density gauge, along with general probing using a 3/8″ diameter probe rod on the clubhouse area.</li>
 	<li>Density test results indicate that compacted materials did meet the project requirement of 95% of the maximum dry density obtained by a Standard Proctor ASTM 698.</li>
 	<li>Proof-rolling of the boulder fill was utilized to verify stability in lieu of density testing using a nuclear density gauge.</li>
</ul>
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.

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