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HomeMy WebLinkAbout20180398E003_Renton_ES_16_2023_01-17_FR_081 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. 01/17/2023 Renton Elementary School 16 20180398E003 081 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 1:30pm at the request of the general contractor to observe native soil conditions and placement of sidewalk subgrade along Duvall Avenue NE. Sidewalk Subgrade Conditions AESI arrived onsite and observed contractor grading approximately 600-feet of sidewalk subgrade along Duvall Avenue NE . AESI observed contractor had completed placing 4 to 6-inches of 5/8-inch crushed rock along native subgrade and compacting with a vibratory plate compactor. AESI used a ½-inch steel T-probe to probe locations along the sidewalk subgrade and observed native subgrade conditions were medium-dense, firm, unyielding, and suitable for support of the proposed sidewalk in our opinion. AESI departed the site at 2:00pm and will return for further observations and testing as requested by the client. Figure 1: Completed area of grading/ compaction in green 16 Date Project Name Project No. Report No. 01/17/2023 Renton ES 16 20180398E003 081 Page 2 of 2 FIELD REPORT Figure 2: Sidewalk subgrade with type 17 basecourse, capped with 5/8-inch crushed rock