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HomeMy WebLinkAboutObservation of Excacation 05.05.2022Huddleston-Berry Errginccring rQ Tt:sting, l.LLì 2789 Rivsßide Parkway Grâod Junclion, CO. 81501 {970) 255-8005 6t¡sf ùtt!tjqlâllslit{}.6s9! Client: Lee Gehrett 864 County Road 323 Rille co 81650 SOI L OBSERVATION REPORT Project: 864 County Road 323 Projecf Number; O2406 - 0tO1 Technlclan: Miriam Sânchez Work Order No: Observatlon Date: May 5,2022 Rovlowod þyi Revlew D¡te:May 5,2022 Geotechnical Report litle: OGotêchnicãl Report Author: Geolechnical Report No & Date; Geotechnical Report Bearing Gapacily, psf: DevËlopmont or Lot Speclflc Report: 864 CR 323 HBET 02406-0001 1500 Lol Specific 1t1112022 8ub-Contracfor: On Site Notlflcatlon: Foundðtion Type; Proof.roll aquipment: Ëxcavation Limits, ft: Lee Gehrett Lee Geh¡ett Fooling / Stem Wall Walk behind tr€nch compaclor 68 by 60 Soil Type Observed: Proposed Typê of Slructural F¡ll for l{ext L¡ft: Anticipated Thlckness of Structursl Fill, ft: Distance b€low ExlÊting Ground and location of measuroment, ln: 55 East bânk . Surveying ând efevqtion vâlídat¡on are outs¡de of the scope of work and w€re nol perform€d by HBET. Gauge & Dãte of Callbratlûn: 4334 1211121 Denslt¡rcounts: 2436 Moisture Counts: 703 Municlpallty: GarfieldCounty Gobbly Sand and Silt Class 6 Base Course 0 tl, Ë(t 0o x x x Lab#: 2t-0148 Måx, Dryoêns¡ty, pcf: 137.0 Material Glassificalion: Class 6 Opt. Mo¡sturc, %: 6.5 PfoctorTypc: D1557 C Specification: 90, -2 to +2 D1557 c lrio¡¡ÈBÊ s alto Location 1 Struclural Flll for Foot¡ngs äË- ågËË Eu;n Ë åñ Remarks I Rock Corrsctsd Proctor Values: No Dêflection Obse¡vêd00Proof-roll Psss 2 South Section 0 0 129.9 5.8 6 95% Pass 137 pcf @ ô.5 % Moisture 3 East Section 00 130.2 5.6 6 S5% Pa$s 137 pcf @ 6.5 7o Moisture 4 Norlh Section 0 0 131.1 6.0 6 967o Pass 137 pcf @ 6.5 % Moisture 5 West Section 0 0 129.8 4.6 6 95% Pass 137 pcf @ 6.5 % Mo¡sture Commants: 5/5