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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: <div class="flex flex-col text-sm pb-25"><section class="text-token-text-primary w-full focus:outline-none [--shadow-height:45px] has-data-writing-block:pointer-events-none has-data-writing-block:-mt-(--shadow-height) has-data-writing-block:pt-(--shadow-height) [&:has([data-writing-block])>*]:pointer-events-auto scroll-mt-[calc(var(--header-height)+min(200px,max(70px,20svh)))]" dir="auto" data-turn-id="request-WEB:2845a3e0-6007-488b-86ad-26e0e4a1bfa5-0" data-testid="conversation-turn-2" data-scroll-anchor="true" data-turn="assistant"> <div class="text-base my-auto mx-auto pb-10 [--thread-content-margin:var(--thread-content-margin-xs,calc(var(--spacing)*4))] @w-sm/main:[--thread-content-margin:var(--thread-content-margin-sm,calc(var(--spacing)*6))] @w-lg/main:[--thread-content-margin:var(--thread-content-margin-lg,calc(var(--spacing)*16))] px-(--thread-content-margin)"> <div class="[--thread-content-max-width:40rem] @w-lg/main:[--thread-content-max-width:48rem] mx-auto max-w-(--thread-content-max-width) flex-1 group/turn-messages focus-visible:outline-hidden relative flex w-full min-w-0 flex-col agent-turn"> <div class="flex max-w-full flex-col gap-4 grow"> <div class="min-h-8 text-message relative flex w-full flex-col items-end gap-2 text-start break-words whitespace-normal outline-none keyboard-focused:focus-ring [.text-message+&]:mt-1" dir="auto" data-message-author-role="assistant" data-message-id="dc132b21-52af-4291-a419-7cd1fad0f618" data-message-model-slug="gpt-5-3" data-turn-start-message="true"> <div class="flex w-full flex-col gap-1 empty:hidden"> <div class="markdown prose dark:prose-invert w-full wrap-break-word light markdown-new-styling"> <p data-start="0" data-end="364">A proof-roll was performed using a loaded tandem dump truck in the presence of representatives from UES, Lead Edge, and CW Matthews along the A3 extension from Station 41+00 to Station 43+50 (see photos). The subgrade was deemed acceptable throughout the tested area, with the exception of a section near Station 43+00 measuring approximately 30 feet by 15 feet.</p> <p data-start="366" data-end="568" data-is-last-node="" data-is-only-node="">UES recommended undercutting this localized area to an additional depth of 1 foot and replacing the material with 12 inches of No. 4 stone. The use of fabric or geogrid was not recommended for this repair by UES. Remediation was completed on this day by CW Matthews.</p> <p data-start="366" data-end="568" data-is-last-node="" data-is-only-node="">The remaining area proof-rolled had Graded Aggregate Base (GAB) placed, watered, and compacted (see photos) but was not completed.</p> <p data-start="366" data-end="568" data-is-last-node="" data-is-only-node="">No further observations were made.</p> 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. </div> </div> </div> </div> <div class="z-0 flex min-h-[46px] justify-start"></div> </div> </div> </section></div> <div class="pointer-events-none h-px w-px absolute bottom-0" aria-hidden="true" data-edge="true"></div>
Upload Images
Image
Description
1
working on area
2
compacting
3
load ticket
4
watering GAB
5
remediation area completed
6
fine grading
7
smooth drum roller
8
Proof roll
9
Remediation area
10
full area
11
Depth
1
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