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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
*
2024C217(Naturewalk - 7 Hills Amenities)
Name of the Project
*
Project Location
Client Company
*
Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
Safi Momand (Safiullah Momand)
Observations/Finding
Summary
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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. <h3 data-start="185" data-end="212"><strong data-start="189" data-end="212">Ongoing Activities:</strong></h3> <ol data-start="214" data-end="538"> <li data-start="214" data-end="313"> <p data-start="217" data-end="313">Preparation of the entrance road (right side of Shalley Boulevard) for subgrade proof-rolling.</p> </li> <li data-start="314" data-end="431"> <p data-start="317" data-end="431">Placement of Graded Aggregate Base (GAB) on the left side of the entrance road (left side of Shalley Boulevard).</p> </li> <li data-start="432" data-end="538"> <p data-start="435" data-end="538">Curb removal at the deceleration lane on the west side of the project – Nature Walk, 7 Hills Amenities.</p> </li> </ol> <h3 data-start="545" data-end="566"><strong data-start="549" data-end="566">Observations and Recommendations by ASEC:</strong></h3> <p data-start="568" data-end="877">Subgrade proof-rolling for the entrance road (right side of Shalley Boulevard) was conducted at 1:00 PM in the presence of representatives from Paulding County (Mr. Mike Keener), the site contractor, and our ASEC representative. Based on the proof-roll evaluation, ASEC provided the following recommendations:</p> <ul data-start="879" data-end="1378"> <li data-start="879" data-end="1003"> <p data-start="881" data-end="1003"><strong data-start="881" data-end="895">Portion 1:</strong> Undercut an area measuring 53 ft x 15 ft to a minimum depth of 4 inches and place GAB in the undercut area.</p> </li> <li data-start="1004" data-end="1129"> <p data-start="1006" data-end="1129"><strong data-start="1006" data-end="1020">Portion 2:</strong> Undercut an area measuring 197 ft x 12 ft to a minimum depth of 4 inches and place GAB in the undercut area.</p> </li> <li data-start="1130" data-end="1254"> <p data-start="1132" data-end="1254"><strong data-start="1132" data-end="1146">Portion 3:</strong> Undercut an area measuring 77 ft x 12 ft to a minimum depth of 4 inches and place GAB in the undercut area.</p> </li> <li data-start="1255" data-end="1378"> <p data-start="1257" data-end="1378"><strong data-start="1257" data-end="1271">Portion 4:</strong> Undercut an area measuring 23 ft x 8 ft to a minimum depth of 4 inches and place GAB in the undercut area.</p> </li> </ul> <p data-start="1380" data-end="1453"><em data-start="1380" data-end="1453">(All areas are marked and documented in the attached site photographs.)</em></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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Description
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Subgrade prepared for Proof role purpose
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Subgrade prepared for Proof role purpose
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Subgrade prepared for Proof role purpose
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Proof Rolling with county, contractor and ASEC
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Proof Rolling with county, contractor and ASEC
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Marked places after proof rolling
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Marked places after proof rolling
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GAB work ongoing
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Curb removal work at the deceleration Lane West
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GAB work
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Curb removal work at the deceleration Lane West
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