Skip to content
Menu
Home
About
Daily Field Report
Density Test Report
Concrete Test Report
Login
Home
About
Daily Field Report
Density Test Report
Concrete Test Report
Home
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="263" data-end="770">Construction activities for the Taxiway, connector, and apron rehabilitation and expansion project commenced on Monday, March 23 at Tom B. David Airport in Calhoun, GA. <span class="hover:entity-accent entity-underline inline cursor-pointer align-baseline"><span class="whitespace-normal">C.W. Matthews Co.</span></span> began grading operations. <span class="hover:entity-accent entity-underline inline cursor-pointer align-baseline"><span class="whitespace-normal">LEAD EDGE </span></span>is serving as project engineering representing the airport, while <span class="hover:entity-accent entity-underline inline cursor-pointer align-baseline"><span class="whitespace-normal">UES</span></span> (Zach) is representing airport Quality Assurance (QA). <span class="hover:entity-accent entity-underline inline cursor-pointer align-baseline"><span class="whitespace-normal">ASEC</span></span> is performing Quality Control (QC) on behalf of the contractor.</p> <p data-start="772" data-end="878">Work activities began with milling of the existing asphalt pavement on Taxiway A3 using a Wirtgen W210.</p> <p data-start="880" data-end="1217">Topsoil stripping operations were performed in the area of the future Taxiway A4 and the connector expansion from Sta 35+00 to st. 40+00. During excavation, organic material (tree stumps) was encountered beneath the proposed A4 alignment and within the future connector area at approximately Station 35+00. This condition was noted for further evaluation and will be addressed later in the week.</p> <p data-start="1219" data-end="1597">A trench was excavated for the future installation of 18-inch reinforced concrete pipe (RCP) extending from the A1 flare to the A2 flare. Subgrade conditions within this trench were evaluated using a 3/8-inch probe, which penetrated approximately 1.5 feet, with likely oversaturated subgrade soil materials present. Remediation meeting for the subgrade in preparation for RCP installation is scheduled for Tuesday.</p> <p data-start="1599" data-end="1649">No additional observations were noted for the day.</p>
Upload Images
Image
Description
1
Excavation of Storm pipe location at taxiway A4
2
Organic material found as excavating commenced at A4 and connector.
3
Excavation of Storm pipe location at taxiway A4
4
18" RCP
5
12 inches of excavation for connector between A3 & A4
6
Excavation of future A4 Taxiway
7
North side of A3 taxiway Milled
8
Milling of A3 asphalt
9
Milling of A3 asphalt
1
Add Row
Post Status custom
Validate Email
Visual
Code
Insert/edit link
Close
Enter the destination URL
URL
Link Text
Open link in a new tab
Or link to existing content
Search
No search term specified. Showing recent items.
Search or use up and down arrow keys to select an item.
Cancel