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 *

At the request of the client’s representative, our AS ENGINEERING AND CONSULTING, LLC (ASEC) representative, Amin Azimi visited the job site to observe and monitor the contractor's work activities from a quality standpoint to assure compliance with project drawings/specifications, applicable codes, and materials submittals and conducted QC testing per the project drawings and specifications.  The following observations were made on site this shift:
<ul>
 	<li>Pre-pour observation performed in the Ramp 2 phase 4,Lane 2 and lane 4 portions of the project on this day. Contractor completed rebar and dowel basket placement for these lanes.</li>
 	<li>The writer visually inspected the installation and setup of these lanes and advised the contractor representatives of any minor corrections that were needed.</li>
 	<li>The contractor cleaned loose rock and debris and standing water from the base.</li>
 	<li>Baskets were found to be level, straight and secured.</li>
 	<li>Dowel bars were found to have epoxy.  Embedment length appeared to be 15 inches into concrete.</li>
 	<li>The writer along with Josi of ATLQA and ATLNext representative Hazim and CWM rep Brandon signed the pre-pour card.
and also.</li>
 	<li>Work was being performed in the Phase 4a Asphalt shoulder portion of pavement replacement project on this day.</li>
 	<li>At this time the panels were removed and the subgrade appears to have been milled and adjusted to proposed bottom of concrete elevation.</li>
</ul>
<ul>
 	<li>A fully loaded tandem axle truck was used to proof-roll the above the mentioned subgrade with multiple passes across the area. The subgrade appeared to be unyielding and little to no deflection was observed during the proof-roll in this area. Except a small area in SE corner (6x30) feet  was yielding QC recommended, under cut 8 inches and replaced with structural fill or GAB.</li>
 	<li>In addition to this, the writer along with Josi of ATLQA and ATLNext representative Brylyn performed a post demolition spall check.</li>
</ul>

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