Loading...
HomeMy WebLinkAboutAlpha Testing - 8/16/2018 (2)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 Respectfully Submitted, Remarks: Tim Begole Sr. 126.0 (M):609Standard Count: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. 95 (D):1400 FG-1.0 Model:3411BSerial No:14958 Manufacturer:Troxler 9893 Wet Density (pcf) Dry Density (pcf) Probe Depth (in.) Percent Moisture (%) Percent Compaction (%) General Location Area:NE Retaining Wall Field Test Data Test No.Test Location Lift/ Depth Mat. No. 2 6Brown Sandy Clay Mat. No. Optimum Moisture (%) Max Dry Weight (pcf) Proctor Report No. 1 15.8 Material Description/Classification F171917 Work Order Number:438910 8/21/2018 Grapevine, TX 76051 Weather: Mustang Panther Stadium Pkg A & Pkg B Project Number: Technician:Kopplin, Randy of Project Specifications Moisture Min. (%) Max. Compaction Min. (%) Max. Grapevine, Texas Page Number:1 109.1 30510 Ira E Woods Ave Report Date: 1 40' N and 20' E of NE Corner of Visitor Side Concessions 1 6 1 Material Information Alpha Testing, Inc. 5058 Brush Creek Rd Fort Worth, TX 76119 www.alphatesting.com TBPE Firm No. 813 In-Place Nuclear Density Test Report Client:Grapevine - Colleyville ISD Project: Service Date:08/16/2018 Clear Laboratory Data 4 104.1 21.0 125.5 104.5 20.1 126.8 105.3 20.4 96 976240' N and 20' E of NE Corner of Visitor Side Concessions FG 1 6320' N and 20' E of NE Corner of Visitor Side Concessions FG-2.0 1