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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
*
2023C159(Airfield Repairs 2021-23)
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="101" data-end="204"><strong data-start="101" data-end="111">Area 1</strong><br data-start="111" data-end="114" />Asphalt paving was performed for one lane. Quality control (QC) was conducted by Geohydro.</p> <p data-start="206" data-end="352"><strong data-start="206" data-end="216">Area 2</strong><br data-start="216" data-end="219" />An unplanned concrete pour was completed for a slab. Refer to the associated photos and testing report for documentation and results.</p> <p data-start="354" data-end="551"><strong data-start="354" data-end="364">Area 3</strong><br data-start="364" data-end="367" />A waterproofing membrane was installed, followed by placement of approximately 6 inches No. 89 stone and corrugated pipe. Backfilling operations commenced. Refer to the testing report for compaction results.</p> <p data-start="553" data-end="635"><strong data-start="553" data-end="563">Area 4</strong><br data-start="563" data-end="566" />Backfilling and placement of soil for the second lift.</p> <p data-start="637" data-end="835"><strong data-start="637" data-end="647">Area 6</strong><br data-start="647" data-end="650" />Sheet piles were cut to below grade (see photos). Corrugated pipe installation was observed with approximately 6 inches of No. 89 stone bedding. Backfilling of the first lift commenced.</p> <p data-start="837" data-end="987"><strong data-start="837" data-end="852">Runway Area</strong><br data-start="852" data-end="855" />Concrete cylinder samples from the previous day’s pour around light cans were transported to the CW Matthews laboratory for testing.</p>
Upload Images
Image
Description
1
Backfilling
2
Asphalt paving Area 1
3
Testing
4
Backfilling Area 4
5
Sheet piles cut below grade
6
Concrete Pour
7
Concrete ticket
8
New concrete area
9
Sheet Piles being cut down
10
Sheet piles
11
Waterproof membrane being installed
1
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