Loading...
HomeMy WebLinkAboutSOIL DENSITY REPORT - 22-00007 - 253 W 2nd S - Sundance Bldg CFile Name: 22-214D04012022MM PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately. F1BF9D7B-0565-403D-9DA1-6EA9D3A0FEE5 1 4103 E. 605 N. Suite. 1 Rigby ID, 83442 208.881.0081 www.connectengr.com In Place Density of Soils ASTM D2922 & D3017 Project Number: 22-214 Contractor: Bart Stevens Project Name: Sundance Apartments Instrument ID 76562 Daily Standardization: Client: Bart Stevens Date: 04/01/2022 MS: 2870 DS: 693 Time Start: 02:00 AM Time End: 04:00 PM Details Test #: Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor: Pass Fail 1 Northeast corner 3rd lift of Pit run 8 148.9 142.7 4.4 137.1 Material Type Pit Run 104 2 Northwest corner 3rd lift of Pit run 8 148.6 140.2 6.0 137.1 Material Type Pit Run 102 3 west #1 3rd lift of Pit run 8 136.0 129.9 4.7 137.1 Material Type Pit Run 95 4 East #1 3rd lift of Pit run 8 141.6 136.2 4.0 137.1 Material Type Pit Run 99 5 East #2 3rd lift of Pit run 8 140.7 135.2 4.1 137.1 Material Type Pit Run 99 6 West #2 3rd lift of Pit run 8 145.7 140.3 3.9 137.1 Material Type Pit Run 102 7 Southwest corner 3rd lift of Pit 8 145.7 139.3 4.6 137.1 102 File Name: 22-214D04012022MM PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately. F1BF9D7B-0565-403D-9DA1-6EA9D3A0FEE5 2 Test #: Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor: Pass Fail run Material Type Pit Run 8 Southeast corner 3rd lift of Pit run 8 140.5 135.5 3.6 137.1 Material Type Pit Run 99 Observations/Remarks: Arrived just before 2:00 pm and the crew was still rolling, so I got me gear setup and started my report. I shot in 8 different points spaced out evenly. The testing went smoothly. Each point passed according to spec. The crew was extremely helpful and followed me while I tested. I finished, and continued my report. I left the job site around 3:30 pm. Tested By: M.Mansfield Signature: Reviewed By: E. Vail Signature: Date: 04/04/2022 Inspection Images: File Name: 22-214D04012022MM PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately. F1BF9D7B-0565-403D-9DA1-6EA9D3A0FEE5 3