Loading...
HomeMy WebLinkAboutSOIL DENSITY 6 - 21-00353 - Teton River Flats Community Housing - 4Plex - B7File Name: 20075D09092021LC 6685CB05-7BDD-4B03-BAD2-71AE9259D52F 1 4103 E. 605 N. Sute. 1 Rigby ID, 83442 208.881.0081 www.connectengr.com In Place Density of Soils ASTM D2922 & D3017 Project Number: 20075 Contractor: Thompson Excavation Project Name: Teton River Flats Instrument ID 78652 Daily Standardization: Client: Headwaters Construction Date: 09/09/2021 MS: 688 DS: 2480 Time Start: 10:00 AM Time End: 04:30 PM Details Test #: Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor: Pass Fail 1 Lorene St. water main North of unit B3 3 feet below top of street 6 119.6 102.6 16.6 102.9 Material Type Native Soil 100 2 Lorene St. water main North of unit B4 3 feet below top of street 6 115.2 98.0 17.6 102.9 Material Type Native Soil 95 3 Lorene St. water main North of unit B5 3 feet below top of street 6 109.1 97.5 11.9 102.9 Material Type Native Soil 95 4 Lorene St. water main North of unit B6 3 feet below top of street 6 113.7 100.6 13.1 102.9 Material Type Native Soil 98 5 Lorene St. water main North of unit B7 3 feet below top of street 6 115.0 102.5 12.3 102.9 Material Type Native Soil 100 6 Lorene St. water main North of North east corner of unit B7 3 feet below top of street 6 108.3 100.0 8.4 102.9 Material Type Native Soil 97 7 Lorene St. water main North of North east corner of unit B7 100 feet east 3 feet below top of street 6 115.2 98.0 17.6 102.9 Material Type Native Soil 95 8 Lorene St. water main North of unit D1 3 feet below top of street 6 122.0 101.8 19.8 102.9 Material Type Native Soil 99 File Name: 20075D09092021LC 6685CB05-7BDD-4B03-BAD2-71AE9259D52F 2 Test #: Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor: Pass Fail 9 Lorene St. water main North of unit D2 3 feet below top of street 6 117.3 99.7 17.7 102.9 Material Type Native Soil 97 10 Lorene St. water main North of unit D2 100 feet east 3 feet below top of street 6 114.6 101.0 13.5 102.9 Material Type Native Soil 98 11 Lorene St. water main North of unit B3 2 feet below top of street 6 109.1 97.6 11.7 102.9 Material Type Native Soil 95 14 Lorene St. water main North of unit B6 2 feet below top of street 6 110.7 97.7 13.3 102.9 Material Type Native Soil 95 Remarks: Arrived on site around 10 AM and met with Don from Thompson excavation to test density on native backfill material over Water main along Lorene St. first lift was tested and passing density test results were reported to dawn from Thompson excavation. Several spots of second lift were able to be tested with passing test results however the majority of the backfill material was very difficult to compact and will likely have water added to it before additional compaction. Left site around 4:15 PM. Tested By: L. Clifford Signature: Date: 09/09/2021 Reviewed By: E. Vail Signature: Date: 09/14/2021