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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
*
2025C260(NW (PHASE 2) Parkway Extension)
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="238" data-end="266"><strong data-start="238" data-end="264">Summary of Activities:</strong></p> <p data-start="268" data-end="703"><strong data-start="268" data-end="332">1. GAB Placement – South Lane (Previously Proof-Rolled Area)</strong><br data-start="332" data-end="335" />Placement of <strong data-start="348" data-end="379">Graded Aggregate Base (GAB)</strong> continued along the south lane of the Main Parkway Extension within the area previously proof-rolled. Work progressed but <strong data-start="502" data-end="533">placement was not completed</strong>, and therefore <strong data-start="549" data-end="577">no field density testing</strong> was performed.<br data-start="592" data-end="595" />Water was applied to the GAB, and compaction operations utilized a <strong data-start="662" data-end="702">smooth drum ride-on vibratory roller</strong>.</p> <p data-start="705" data-end="1107"><strong data-start="705" data-end="781">2. Utility Trench Excavation and Backfill – North End Near Future Bridge</strong><br data-start="781" data-end="784" />In a separate location along the Parkway Extension, a trench was excavated across the main road and at the cul-de-sac side road, located near the planned bridge location.<br data-start="981" data-end="984" />Following pipe installation (see photo), approximately <strong data-start="1027" data-end="1052">25 inches of backfill</strong> was required to bring the trench to future road grade.</p> <p data-start="1109" data-end="1355">The <strong data-start="1113" data-end="1127">first lift</strong> of backfill was placed and compacted using a <strong data-start="1173" data-end="1190">trench packer</strong>. A light rain began at <strong data-start="1214" data-end="1225">2:30 PM</strong>, potentially affecting soil moisture conditions.<br data-start="1274" data-end="1277" />The <strong data-start="1281" data-end="1324">final lift of backfill was not observed</strong> during this inspection period.</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.
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Image
Description
1
placement of GAB
2
Pipe installed
3
Backfilling over pipe
4
Excavating pipe location
1
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