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Daily Field Report
Density Test Report
Concrete Test Report
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Daily Field Report
Density test report
Date
*
Project Number
*
2025C186(Tom B. David Airport - Rehab Parallel Taxiway & Terminal Apron)
Name of the Project
*
Project Location
Client Company
*
Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
russell.hendrix@asec-na.com (Russell Hendrix)
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: <p data-start="257" data-end="505">Geogrid installation was observed within the connector area between Taxiway A3 (Station 40+00 to Station 35+00). Following placement of the geogrid, No. 4 stone was placed over the grid and graded to the required elevations using a motor grader. The No. 4 stone layer was then compacted utilizing a ride-on vibratory smooth drum roller. Subsequently, geotextile fabric was placed over the compacted stone layer. Graded Aggregate Base (GAB) was then placed above the fabric, with water applied to facilitate compaction. Final compaction of the GAB layer was achieved using a ride-on vibratory smooth drum roller.</p> <p data-start="884" data-end="1143">At the request of a representative from <span class="hover:entity-accent entity-underline inline cursor-pointer align-baseline"><span class="whitespace-normal">LEAD Edge engineering</span></span>, the subgrade in the future Taxiway A4 area between the duct bank and previously installed storm drainpipe was bladed to achieve proper grade. This work was observed and completed.</p> <p data-start="1145" data-end="1496">Per direction from the <span class="hover:entity-accent entity-underline inline cursor-pointer align-baseline"><span class="whitespace-normal">UES</span></span> representative on the previous day no geotextile fabric or geogrid was utilized within this section (between the duct bank and storm drainpipe). approximately 12 inches of No. 4 stone was placed directly in this area.</p> <p data-start="1498" data-end="1532">No further observations were made.</p>
Upload Images
Image
Description
1
Geofabric placed between #4s and GAB on connector.
2
Geofabric placed between #4s and GAB on connector.
3
Geofabric placed on #4s
4
#4s placed.
5
#4s consolidated between A3 and A4 taxiways on connector.
6
GAB compaction between A3 and A4 taxiways on connector.
7
Before GAB placement
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Delivery ticket
9
Geogrid placed on subgrade
10
Motor grader for final grade
11
Geogrid placed at corner of A4 and connector.
12
Geogrid placed at A4 and connector.
1
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