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HomeMy WebLinkAbout10/20/2022 - F211334-1128688Client: Project: 1 of 1 TYPE NO.DESIGN -10%10%TOTAL GAUGE LIFT-OFF ELONG. (IN) MIN (IN) MAX (IN)ELONG. (IN)(PSI)(PSI) 1/2 1 4 3/4 4 1/4 5 1/4 5 1/8 5 1/8 8 1/2 2 4 3/4 4 1/4 5 1/4 5 5 5.3 1/2 3 4 3/4 4 1/4 5 1/4 5 5 5.3 1/2 4 4 3/4 4 1/4 5 1/4 5 5 5.3 1/2 5 4 3/4 4 1/4 5 1/4 5 1/8 5 1/8 8 1/2 6 4 3/4 4 1/4 5 1/4 5 5 5.3 1/2 7 4 3/4 4 1/4 5 1/4 5 5 5.3 1/2 8 4 3/4 4 1/4 5 1/4 4 3/4 4 3/4 0 1/2 9 4 3/4 4 1/4 5 1/4 4 7/8 4 7/8 2.7 1/2 10 4 3/4 4 1/4 5 1/4 4 7/8 4 7/8 2.7 1/2 11 4 3/4 4 1/4 5 1/4 4 7/8 4 7/8 2.7 1/2 12 4 3/4 4 1/4 5 1/4 5 5 5.3 1/2 13 4 3/4 4 1/4 5 1/4 5 5 5.3 1/2 14 4 3/4 4 1/4 5 1/4 5 5 5.3 1/2 15 4 3/4 4 1/4 5 1/4 4 7/8 4 7/8 2.7 1/2 16 4 3/4 4 1/4 5 1/4 5 5 5.3 1/2 17 4 7/8 4 3/8 5 3/8 5 5 2.5 1/2 18 4 7/8 4 3/8 5 3/8 5 5 2.5 1/2 19 4 7/8 4 3/8 5 3/8 5 5 2.5 1/2 20 4 7/8 4 3/8 5 3/8 5 5 2.5 1/2 21 4 7/8 4 3/8 5 3/8 5 5 2.5 1/2 22 4 7/8 4 3/8 5 3/8 5 5 2.5 1/2 23 4 7/8 4 3/8 5 3/8 5 5 2.5 1/2 24 4 7/8 4 3/8 5 3/8 5 5 2.5 1/2 25 4 7/8 4 3/8 5 3/8 5 5 2.5 1/2 26 4 7/8 4 3/8 5 3/8 5 5 2.5 1/2 27 4 7/8 4 3/8 5 3/8 5 5 2.5 1/2 28 4 7/8 4 3/8 5 3/8 4 7/8 4 7/8 0 1/2 29 4 7/8 4 3/8 5 3/8 5 5 2.5 1/2 30 4 7/8 4 3/8 5 3/8 5 5 2.5 1/2 31 4 7/8 4 3/8 5 3/8 4 7/8 4 7/8 0 1/2 32 4 7/8 4 3/8 5 3/8 5 5 2.5 CABLES NOTED WITH A LIFT-OFF PRESSURE HAVE BEEN PULLED TWICE TO GAUGE PRESSURE. FINAL ACCEPTANCE OF CABLE STRESSING SHOULD BE OBTAINED FROM THE DESIGN OR STRUCTURAL ENGINEER, PRIOR TO CUTTING CABLES. Alpha Testing, Inc. 5058 Brush Creek Rd Fort Worth, TX 76119 www.alphatesting.com TBPE Firm No. 813 Post-Tensioning Measurement Report Chicken N Pickle Service Date:10/20/2022 North Kansas City, MO 64116 Weather:Clear 104 Armour Road Report Date:10/21/2022 Chicken N Pickle Grapevine Project Number:F211334 Work Order Number: 1128688 Off Champagne Boulevard and Merlot Avenue Technician:Thompson, Bryan Grapevine, Texas Page Number: Stressing Company:Suncoast Post Tension Gauge Identification:351A Calibrated PSI:5400 General Location: Benchmark: Pickleball Court 2" Calibration Date:9/8/2022 Ram Identification:351 PT Specification:10% 98123MPump Identification: STRESSING LOCATION:East Center Courts LIFT OFF ELONG. DIFFERENCE CommentsDESIGNATION% (+/-) S-63 S-63 S-63 S-62 S-62 S-63 CABLE PULL #1 ELONG. PULL #2 ELONG. S-63 S-63 S-63 S-63 S-63 S-63 S-63 S-63 S-63 S-63 S-63 S-63 S-62 S-62 S-62 S-62 S-62 S-62 S-62 S-62 S-62 S-62 S-62 Respectfully Submitted, Non-compliant measurements are represented by an asterisk(*) if applicable. Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) 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. 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-015(8/2/2016) Geotechnical Engineering | Construction Materials Testing | Environmental Engineering Paul Delaney This report is in general compliance with one or more of the following technical standards: Post-Tensioning Manual Sixth Edition; Section 20.2.3 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 S-62 S-62 S-62 Remarks: Page 1 of 1