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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
*
2024C168(Reserve @ Gum Springs)
Name of the Project
*
Project Location
*
Client Company
*
Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
amin.azimi@asec-na.com (Aminullah Azimi)
Observations/Finding
Summary
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<span style="font-family: arial, helvetica, sans-serif">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, </span><span style="font-family: arial, helvetica, sans-serif">applicable codes, and materials submittals. The following observations were observed on site this day.</span> <ul> <li><span style="font-family: arial, helvetica, sans-serif">The placement and compaction of backfill soils for water line in the form Lots# 113 to lot#222, and in the front Lots#115 to Lot#118 and lot#150, continued this day.</span></li> <li><span style="font-family: arial, helvetica, sans-serif">At the time of arrival, our representative observed that the roadway was already being compacted using a 20-ton pad-foot Compactor. Compaction testing was performed using a Troxler nuclear density gauge (ASTM D 6936) and the Standard Test Method for Density of Soil in Place by Drive-Cylinder (ASTM D 2937), along with general probing using a 3/8" diameter probe rod. For water line, </span></li> <li><span style="font-family: arial, helvetica, sans-serif">Density test results indicate that most of the compacted materials met the project requirement of 98% and 95% of the maximum dry density obtained by a Standard Proctor ASTM 698, </span></li> </ul> 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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