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HomeMy WebLinkAbout20180398E003_Renton_ES_16_2023_01-16_FR_080 Kirkland | Tacoma | Mount Vernon 425-827-7701| www.aesgeo.com Date Mailed: Principal / PM: Bruce Guenzler, L.G., L.E.G. This document is considered a DRAFT until signed or initialed by an AESI Principal or Project Manager Page 1 of 2 v.7.20 FIELD REPORT Date Project Name Project No. Report No. 01/16/2023 Renton Elementary School 16 20180398E003 080 Location Municipality AESI Project Manager AESI Field Rep 1075 Duvall Ave NE Renton Bruce Guenzler, L.E.G. Jackson Lundgren, G.I.T. Permit No. Client/Owner Attn Requested By B21004604 Renton School District No. 403 Ed Thomson Contractor Engineer/Architect General Contractor Grading Contractor Weather CPL / Hutteball + Oremus Cornerstone/Kyle Continental Dirt Contractors/ Jerry Jr. Sunny, 80’s THE FOLLOWING WAS NOTED: Associated Earth Sciences Inc. (AESI) was onsite at 1:00pm at the request of the general contractor to observe native soil conditions and placement of sidewalk subgrade along Duvall Avenue NE at the Renton School District No. 403 development. Sidewalk Subgrade Conditions AESI arrived onsite and observed contractor had completed grading approximately 550-feet of an approximately 600- foot sidewalk along Duvall Avenue NE at the eastern margin of the Renton School District No. 403 development. AESI observed contractor had placed 4 to 6-inches of 5/8-inch crushed rock along native subgrade compacted with a vibratory plate compactor. AESI observed contractor had not yet graded or placed rock on approximately 50-feet of the sidewalk subgrade, and was not on site 1/16/2023. AESI departed the site at 1:30pm and will return for further observations and testing as requested by the client. Figure 1: Completed area of grading/ compaction in green, area of recommended over-excavation and backfill with 2-inch to 4-inch quarry spalls in red, ungraded area in yellow (as of 1/16/2023) 16 Date Project Name Project No. Report No. 01/16/2023 Renton ES 16 20180398E003 079 Page 2 of 2 FIELD REPORT Figure 2: Sidewalk subgrade with type 17 basecourse, capped with 5/8-inch crushed rock and ungraded area (at right)