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Daily Field Report

Date :09/13/2022
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

Observations/Finding

9/13/22

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 in the taxiway area from STA 4011+00 to STA 406+00, E-Line between and north of E1 to E2, backfilling over the water line outside the SIDA fence, and the south side of NLVR shoulder. Fill was placed and compaction testing requested.

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

Density testing results:
P2 Moisture Density Relationship (proctor) – 141.4 pcf @ 5.7%
P3 Moisture Density Relationship (proctor) – 118.8 pcf @ 13.0%
P5 Moisture Density Relationship (proctor) – 122.6 pcf @ 9.6%
P14 Moisture Density Relationship (proctor) – 119.8 pcf @ 14.0%
Lime Proctor – 112.6 pcf @ 16.6%

T1 – south side of NLVR at 9L entrance GAB for flume, P2, DD 130.5, M% 2.1, compaction 92.3%

T2 – south side of NLVR at 9L entrance GAB for flume, P2, DD 132.0, M% 3.1, compaction 93.4%

T3 – south side of NLVR at 9L entrance GAB for flume, P2, DD 133.0, M% 3.8, compaction 94.1%

T4 – elevation 990.2, 20′ east of E1, LP, DD 101.6, M% 16.0, compaction 90.2%

T5 – elevation 990.2, 5′ north of E2.1, LP, DD 102.4, M% 16.4, compaction 91.0%

T6 – elevation 990.2, 10′ west of E2, LP, DD 110.8, M% 15.2, compaction 98.4%

T7 – elevation 995.45, STA 411+50 center, LP, DD 107.6, M% 18.6, compaction 95.6%

T8 – elevation 995.45, STA 411+50 north, LP, DD 108.5, M% 16.0, compaction 96.4%

T9 – elevation 995.45, STA 411+50 south, LP, DD 108.1, M% 16.0, compaction 96.0%

T10 – elevation 991.1, STA 410+50 north, LP, DD 103.5, M% 15.0, compaction 92.0%

T11 – elevation 991.1, STA 410+50 center, LP, DD 104.8, M% 14.4, compaction 93.1%

T12 – outside SIDA water line STA 107+50. P3, DD 110.6, M% 9.4, compaction 93.1%

Technician Signature / DateNick Smith, September 13, 2022
Reviewer Name / DateKenneth Mosman, October 23, 2022