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Home My WebLink AboutF211334-1020211104.0 21.7 95 126.4 127.2 103.9 22.4 20.9126.9 104.1 21.4 127.3 127.8 105.0 118.8 5 180' S and 118' W from NE Corner of Indoor Court FG-10.5 1 6 4 204' S and 18' W from NE Corner of Indoor Court FG-11.0 1 6 126.6 8 205' S and 25' W from NE Corner of Indoor Court 105.7 20.9 105.3 20.9 95 126.8 103.9 22.0 3 173' S and 115' W from NE Corner of Indoor Court FG-11.0 1 6 2 200' S and 30' W from NE Corner of Indoor Court FG-11.5 1 6 126.8 104.9 1 175' S and 120' W from NE Corner of Indoor Court FG-11.5 1 6 2 6 10 70' S and 10' W from NE Corner of Indoor Court FG-4.0 2 6 6 190' S and 40' W from NE Corner of Indoor Court FG-10.5 1 6 7 183' S and 110' W from NE Corner of Indoor Court FG-10.0 1 6 FG-10.0 1 6 97 9 77' S and 100' W from NE Corner of Indoor Court FG-4.0 2 6 12 25' S and 80' W from NE Corner of Indoor Court FG-4.0 2 6 11 60' S and 65' W from NE Corner of Indoor Court FG-4.0 105.6 12.5 120.0 119.3 105.2 13.4 97 98 106.2 13.0 98 12.9 99 95 20.9 95 96 96 96 96 Client:Chicken N Pickle Service Date: 03/25/2022 103.7 14.1 9680' S and 90' W from NE Corner of Indoor Court FG-3.5 2 6 118.3 120.5 106.7 Project:Chicken N Pickle Grapevine Project Number: F211334 Off Champagne Boulevard and Merlot Avenue Technician: Sullivan, Maddox Alpha Testing, LLC 5058 Brush Creek Rd Fort Worth, TX 76119 www.alphatesting.com TBPE Firm No. 813 In-Place Nuclear Density Test Report 3 104 Armour Road Report Date: 3/28/2022 North Kansas City, MO 64116 Weather: Clear Work Order Number: 1020211 Grapevine, Texas Page Number: 1 of 959 -2 2 9510 Project Specifications Mat. No. Optimum Moisture (%) Max Dry Weight (pcf) Proctor Report No. Moisture Min. (%) Max. Compaction Min. (%) Max.Material Description/Classification PI Material Information Laboratory Data 97 100 1 2 14.5 15.9 109.8 5 108.2 20Brown, Light Brown, Gray, and Red Sandy Clay Red Sandy Clay (Select Fill) 13.7 Wet Density (pcf) Dry Density (pcf) Percent Moisture (%) Percent Compaction (%) General Location Area:Courtyard, Host Shack, Shuffle Board, Indoor Court Test No.Test Location Lift/ Depth Mat. No. Probe Depth (in.) Field Test Data Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:10071 Manufacturer:Humboldt Model:H5001 EZ 13 119.3 104.2 14.5 Standard Count:(D):3152 (M):338 96 14 60' S and 35' W from NE Corner of Indoor Court Paul Delaney 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 Respectfully Submitted, 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 Remarks: FG-3.5 2 6 15 45' S and 65' W from NE Corner of Indoor Court FG-3.5 2 6 118.8 104.5 Paul Delaney 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 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 Respectfully Submitted, Remarks: 103.9 15.3 96 119.3 104.5 14.2 97 119.8 Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:10071 Manufacturer:Humboldt Model:H5001 EZ Standard Count:(D):3152 (M):338 29 85' S and 50' W from NE Corner of Indoor Court FG-3.5 2 6 30 95' S and 45' W from NE Corner of Indoor Court FG-3.0 2 6 105.8 14.7 98 104.9 14.3 97119.9 121.4 25 27' S and 110' W from NE Corner of Indoor Court FG-2.0 2 6 26 60' N and 85' E from NW Corner of Indoor Court FG-2.0 2 6 28 70' N and 130' E from NW Corner of Indoor Court FG-2.0 2 6 27 45' N and 160' E from NW Corner of Indoor Court FG-2.0 2 6 104.3 15.3 96 120.0 105.1 14.2 97 120.3 105.5 13.2 98 105.8 13.7 98120.3 119.4 21 20' S and 120' W from NE Corner of Indoor Court FG-2.5 2 6 22 30' N and 125' E from NW Corner of Indoor Court FG-2.5 2 6 24 50' N and 110' E from NW Corner of Indoor Court FG-2.5 2 6 23 70' N and 90' E from NW Corner of Indoor Court FG-2.5 2 6 105.9 12.5 98 118.3 104.8 12.9 97 119.1 98 106.1 13.5 98 97 19 70' S and 20' W from NE Corner of Indoor Court FG-3.0 2 6 120.4 13.0 20 50' S and 95' W from NE Corner of Indoor Court FG-3.0 2 6 12.6 119.7 105.7 13.2 98 18 20' S and 45' W from NE Corner of Indoor Court FG-3.0 2 6 118.7 105.4 17 64' S and 75' W from NE Corner of Indoor Court FG-3.0 2 6 119.8 106.0 16 55' S and 115' W from NE Corner of Indoor Court FG-3.5 2 6 118.5 104.6 13.3 97 Field Test Data Test No.Test Location Lift/ Depth Mat. No. Probe Depth (in.) Wet Density (pcf) Dry Density (pcf) Percent Moisture (%) Percent Compaction (%) General Location Area:Courtyard, Host Shack, Shuffle Board, Indoor Court 14.5 108.2 -2 2 95 Material Description/Classification PI Brown, Light Brown, Gray, and Red Sandy Clay 20 2 10 Moisture Min. (%) Max. Compaction Min. (%) Max. 1 8 15.9 109.8 5 Mat. No. Proctor Report No. Optimum Moisture (%) Max Dry Weight (pcf) 95 97 100Red Sandy Clay (Select Fill) Material Information Laboratory Data Project Specifications Project:Chicken N Pickle Grapevine Project Number: F211334 Off Champagne Boulevard and Merlot Avenue Technician: Sullivan, Maddox Grapevine, Texas Page Number: 2 of 3 Work Order Number: 1020211 Alpha Testing, Inc. 5058 Brush Creek Rd Fort Worth, TX 76119 www.alphatesting.com TBPE Firm No. 813 In-Place Nuclear Density Test Report 104 Armour Road Report Date: 3/28/2022 North Kansas City, MO 64116 Weather: Clear Client:Chicken N Pickle Service Date: 03/25/2022 Paul Delaney 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 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 Respectfully Submitted, (D):3152 (M):338 Remarks: Gauge Information Non-compliant results are indicated by an asterisk(*) if applicable. Serial No:10071 Manufacturer:Humboldt Model:H5001 EZ Standard Count: 98 14.0 98 34 100' S and 10' W from NE Corner of Indoor Court FG-3.0 2 6 120.4 105.5 14.1 99 33 90' S and 35' W from NE Corner of Indoor Court FG-3.5 2 6 120.6 105.8 32 102' S and 110' W from NE Corner of Indoor Court FG-2.0 2 6 121.1 106.7 13.5 31 97' S and 75' W from NE Corner of Indoor Court FG-2.5 2 6 120.0 105.0 14.3 97 Field Test Data Test No.Test Location Lift/ Depth Mat. No. Probe Depth (in.) Wet Density (pcf) Dry Density (pcf) Percent Moisture (%) Percent Compaction (%) General Location Area:Courtyard, Host Shack, Shuffle Board, Indoor Court 100210Red Sandy Clay (Select Fill)14.5 108.2 -2 2 95 Max Dry Weight (pcf) Moisture Min. (%) Max. Compaction Min. (%) Max. 1 8 Brown, Light Brown, Gray, and Red Sandy Clay 20 15.9 109.8 Mat. No. Proctor Report No.Material Description/Classification PI Optimum Moisture (%) 5 95 97 Material Information Laboratory Data Project Specifications Off Champagne Boulevard and Merlot Avenue Technician: Sullivan, Maddox Grapevine, Texas Page Number:3 of 3 Work Order Number: 1020211 Project:Chicken N Pickle Grapevine Project Number: F211334 104 Armour Road Report Date: 3/28/2022 North Kansas City, MO 64116 Weather: Clear 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:Chicken N Pickle Service Date: 03/25/2022