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Daily Field Report

Date :09/07/2022
Project No :2021C002
Client Company :CW Matthews
Arrival Time :
Onsite Hours :
Name of the Project :Runway 9L End Around Taxiway
Project Location :HJAIA
Weather :
Departure Time :
ASEC Technician Name :Nick Smith



As requested by CWM James Higgins, the site was visited by our AS Engineering 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.

Site Observations:

Contractor continued work on I-Line between I3-I4, and the ravine area around STA 409+00 of the taxiway, and the Localizer pad. Fill was placed and compaction testing requested.

Fill that was placed on the Localizer pad did not meet job specifications for compaction and was found to have large boulders that required removal. The contractor was working on removing the rocks and continuing to re-compact the area.

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

Density testing results:
P3 Proctor – 118.8 pcf @ 13.0%

T1 – elevation 985.9, 30′ north of I3, P3, DD 111.7, M%16.0, compaction 94.0%

Technician Signature / DateNick Smith, September 7, 2022
Reviewer Name / DateKenneth Mosman, October 23, 2022