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HomeMy WebLinkAbout20180398E003_Renton_ES_16_2022-04-25_FR_002 Kirkland | Tacoma | Mount Vernon 425-827-7701| www.aesgeo.com Date Mailed: Principal / PM: This document is considered a DRAFT until signed or initialed by an AESI Principal or Project Manager Page 1 of 1 v.7.20 FIELD REPORT Date Project Name Project No. Report No. 4/25/2022 Renton Elementary School 16 20180398 E003 002 Location Municipality AESI Project Manager AESI Field Rep 1075 Duvall Ave NE Renton Bruce Guenzler, L.E.G. Kelsey McCrady Permit No. Client/Owner Attn Requested By Renton School District No. 403 Ed Thomson Client Engineer/Architect General Contractor Grading Contractor Weather LPD / Hutteball + Oremus Cornerstone Continental Dirt Contractors/ Jerry Jr. Partly Cloudy, 50’s THE FOLLOWING WAS NOTED: Associated Earth Sciences Inc. (AESI) was on site part-time to provide construction observation services for the installation of watermain for the New Renton Elementary School 16. Upon arrival, AESI checked in with representatives from Cornerstone and Jerry Jr. with Continental Dirt Contractors (CDC). Watermain Installation and Backfill – Duvall Ave NE: While onsite today, the contractor was observed installing the 10-inch diameter ductile iron watermain crossing Duvall Ave NE on the northeastern corner of the site. The trench extended to approximately 7-feet below ground surface elevation and encountered a gray, moist, silty fine sand with trace to some gravel (apparent native). The contractor bedded the pipe and backfilled the trench using 5/8th inch minus crushed rock material. Backfill was placed in 1-foot thick lifts and each lift was compacted using a hydraulic vibratory plate compactor (hoe pack). While onsite, AESI took 6 tests in the backfill using a nuclear densometer gauge and all tests passed the site minimum specifications of 95%. See Table 1 below for compaction results and Figure 1 for locations. Table 1: Compaction Test Results – Watermain Backfill Test No. Location Approx. Depth (ft) (below GS) Proctor (ASTM D1557) Dry Density (pcf) Moisture % Compaction % Pass/Fail 1 Watermain 4 141.0/7.4 133.9 8.1 95 Pass 2 Watermain 2 141.0/7.4 135.1 7.9 96 Pass 3 Watermain 0 141.0/7.4 134.8 7.5 96 Pass 4 Watermain 3.5 141.0/7.4 136.0 8.6 96 Pass 5 Watermain 1.5 141.0/7.4 134.2 7.1 95 Pass 6 Watermain 0 141.0/7.4 135.7 7.3 96 Pass Figure 1. (Left) Water main installed today. Red locations indicate tests today. North is right. Photo 1. (Right) Water main installation as observed today. Photo faces west. T1-3 T1-3