Skip to content

Daily Field Report

Date :11/02/2022
Project No :2022C135
Client Company :Mark Spain
Arrival Time :11/02/2022 11:30
Onsite Hours :06:30
Name of the Project : Barnett Shoals Road Development
Project Location :Watkinsville
Weather :cloudy
Departure Time :11/02/2022 18:00
ASEC Technician Name :Aminullah Azimi


As requested, the site was visited by the AS Engerineering and Consulting (ASEC) representative noted above, for the purpose of providing quality control inspection and testing services, visual observation techniques were employed to assure compliance with project drawing/specifications, applicable codes, and materials submittals. The following observations were observed on site this day.

Contractor continued work on the dam keyway, south side and north side of keyway of dam. Fill was placed and spread using a dozer with the ground crew collecting and removing oversized materials. Compaction was performed using a D51pxi., sheeps-feet roller and dump truck. 

Density testing was performed using a Troxler nuclear gauge (#3430, serial #29588).

Density testing result:

P-1 Moisture-Density Relationship (proctor) = 97.3 @ 23.7%

T1-elevation -8.5′ from top of keyway P-1, Yd 98.3 M%24.2, Compaction: 101%

T2-elevation -8′ from top of keyway P-1, Yd 97.6, M%26.4, Compaction: 100.3%

T3-elevation -8′ from top of keyway P-1, Yd 94.2, M% 25.1, Compaction: 96.6%

T4-elevation -8′ from top of keyway P-1, Yd 96.5, M%25.7, Compaction: 99.2%

T5-elevation -8′ from top of keyway P-1, Yd 97.8, M%25.1, Compaction: 100.5%

Technician Signature / DateAminullah Azimi, November 2, 2022
Reviewer Name / DateKenneth Mosman, November 13, 2022