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HomeMy WebLinkAboutAlpha Testing - 4/27/2018 (3)6 122.3 104.3 17.3 17.7 95 97 96 17.3 17.0 97 96 96 96 17.6 104.2 104.5 17.0 98 120.5 95 122.7 3 Ret. Wall 9A BackFill, Sta.0.85 FG-3.0 1 6 Ret. Wall 9A BackFill, Sta. 0+25 FG-2.0 1 11 Ret. Wall 9A BackFill, Sta. 0+25 FG-1.0 1 Ret. Wall 9A BackFill, Sta. 0+25 1 4 Ret. Wall 9A BackFill, Sta.0.85 10 FG-1.5 1 9 8 Ret. Wall 9A BackFill, Sta. 0+25 FG-2.5 1 1 Ret. Wall 9A BackFill, Sta.0.85 FG-4.0 6 6 6 Ret. Wall 9A BackFill, Sta. 0+25 FG-3.5 1 5 FG-2.5 1 6 2 1 7 Ret. Wall 9A BackFill, Sta. 0+25 FG-3.0 1 6 12 Technician:Gasigwa, Ignace(Baziga) 121.4 103.6 6 Ret. Wall 9A BackFill, Sta.0.85 FG-2.0 6 6 6 6 17.2 102.7 122.3Ret. Wall 9A BackFill, Sta.0.85 FG-3.5 1 120.8 102.6 120.9 Mustang Panther Stadium Pkg A & Pkg B Project Number:F171917 30510 Ira E Woods Ave Report Date: 390022Work Order Number: Grapevine, TX 76051 Weather:Partly Cloudy Project: 1 Laboratory Data Moisture Min. (%) Max. Compaction Min. (%) Max. Project Specifications 5/7/2018 Client:Grapevine - Colleyville ISD Service Date:04/27/2018 Alpha Testing, Inc. 5058 Brush Creek Rd Fort Worth, TX 76119 www.alphatesting.com TBPE Firm No. 813 In-Place Nuclear Density Test Report Grapevine, Texas Page Number:1of Mat. No. Optimum Moisture (%) Max Dry Weight (pcf) Proctor Report No.Material Description/Classification Material Information 95 Percent Compaction (%) 1 16.7 107.13Brown and Tan Sandy Clay -1 3 Field Test Data General Location Area:Ret. Wall BackFill Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Probe Depth (in.) Wet Density (pcf) Dry Density (pcf) Percent Moisture (%) Test No.Test Location Lift/ Depth Mat. No. 104.9 17.0 103.7 6 13 15 Ret. Wall 9A BackFill, Sta. 0+25 FG-0.5 1 123.1 121.5 101.9 18.7 19.2 97 Model:3430 Standard Count:(D):2457 (M):675 98 121.9 120.7 102.2 17.9 102.6 17.7 121.1 103.2 97 Serial No:32453 Manufacturer:Troxler 14 Remarks: Respectfully Submitted, Tim Begole Sr. approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-010(8/2/2016) Geotechnical Engineering | Construction Materials Testing | Environmental Engineering This report is in general compliance with one or more of the following technical standards: D6938-15 Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written