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Fargo Consultants, Inc. - 5/12/2016
■ / �es►rx.? aorrsvr,xn,�rrrs, rrrc, 2324 Fabens Rd., Dallas, TX 75229 Tel. (214) 352-4100 Fax. (214) 352-4811 FIELD POST TENSION STRESSING RECORD Client: JLB Partners, LP Report Date: 5/12/2016 Project Name: Grapevine Bluff Apartments Stressed Date: 5/12/2016 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: R-1 Calibration Date: 3/29/2016 Gauge No.: 7642-008 Pump No.: 360945 Location: Floor Slab Building 13 (Type VI) Pour 2 Tolerance: ± 10% Cable ID Strand Mark Required Elongation (Inch) Inch Minimum Elongation Inch (Inch) Maximum Elongation Inch (Inch) First Elongation Inch (Inch) Second Elongation (Inch) Inch Total Elongation Inch (Inch) Variation in % Elongation g Final Pressure (PSI) T1 52 4.13 3.72 4.54 4.4 4.4 7 5500 T2 52 4.13 3.72 4.54 4.4 4.4 7 5500 T3 52 4.13 3.72 4.54 4.3 4.3 4 5500 T4 52 4.13 3.72 4.54 4.5 4.5 9 5500 T5 30 2.25 2.03 2.48 2.3 2.3 1 2 5500 T6 30 2.25 2.03 2.48 2.3 2.3 2 5500 T7 30 2.25 2.03 2.48 2.3 2.3 2 5500 T8 89 7.13 6.41 7.84 7.5 7.5 5 5500 T9 89 7.13 6.41 7.84 7.5 7.5 5 5500 T10 89 7.13 6.41 7.84 7.4 7.4 4 5500 T11 92 7.38 6.64 8.12 7.5 7.5 2 5500 T12 94 7.50 6.75 1 8.25 7.7 7.7 3 5500 T13 94 7.50 6.75 8.25 8.0 8.0 7 5500 T14 94 7.50 6.75 8.25 7.8 7.8 4 5500 T15 94 7.50 6.75 8.25 7.8 7.8 4 5500 T16 94 7.50 6.75 8.25 7.5 7.5 0 5500 T17 94 7.50 6.75 8.25 8.0 8.0 7 5500 T18 89 7.13 6.42 7.84 7.7 7.7 8 5500 T19 89 7.13 6.42 7.84 7.5 7.5 5 5500 T20 89 7.13 6.42 1 7.84 7.7 7.7 8 5500 T21 89 7.13 6.42 7.84 7.5 7.5 1 5 5500 T22 89 7.13 6.42 7.84 7.8 7.8 9 5500 T23 88 7.00 6.30 7.70 7.6 7.6 9 5500 T24 88 7.00 6.30 7.70 1 7.0 7.0 0 5500 T25 89 7.13 6.42 7.84 7.5 7.5 5 5500 T26 89 7.13 6.42 7.84 7.6 1 7.6 1 7 1 5500 T27 89 7.13 6.42 7.84 7.6 7.6 7 5500 Page 1 of 4 www.dallasfargo.com !,-,I [ f Checked By: ,ARo❑ CQ1y$UT.TANTS. INC 2324 Fabens Rd., Dallas, TX 75229 Tel. (214) 352-4100 Fax. (214) 352-4811 FIELD POST TENSION STRESSING RECORD Client: JLB Partners, LP Project Name: Grapevine Bluff Apartments Grapevine, Texas Equipment ID: Ram No.: R-1 Gauge No.: 7642-008 Location: Floor Slab Building 13 (Type VI) Pour 2 Report Date: 5/12/2016 Stressed Date: 5/12/2016 Project No: M16-4962 Calibration Date: 3/29/2016 Pump No.: 360945 Tolerance: ± 10% Cable ID Strand Mark Required Elongation Inch Minimum Elongation (Inch) Maximum Elongation (Inch) First Elongation (Inch) Second Elongation (Inch) Total Elongation (Inch) Variation in % Elongation Final Pressure (PSI) T28 90 7.13 6.42 7.84 7.8 7.8 9 5500 T29 90 7.13 6.42 7.84 7.5 7.5 5 5500 T30 90 7.13 6.42 7.84 7.6 7.6 7 5500 T31 90 7.13 6.42 7.84 7.0 7.0 -2 5500 T32 90 7.13 6.42 7.84 7.5 7.5 5 5500 T33 90 7.13 6.42 7.84 7.6 7.6 7 5500 T34 90 7.13 6.42 7.84 7.6 7.6 7 5500 T35 90 7.13 6.42 7.84 7.5 7.5 5 5500 T36 90 7.13 6.42 7.84 7.7 7.7 8 5500 T37 90 7.13 6.42 7.84 7.5 7.5 5 5500 T38 90 7.13 6.42 7.84 7.3 7.3 2 5500 T39 90 7.13 6.42 7.84 7.5 7.5 5 5500 T40 90 7.13 6.42 7.84 7.3 7.3 2 5500 T41 30 2.25 2.03 2.48 2.2 2.2 -2 5500 T42 30 2.25 2.03 2.48 2.3 2.3 2 5500 T43 30 2.25 2.03 2.48 2.3 2.3 2 5500 T44 69 5.50 4.95 6.05 5.8 5.8 5 5500 T45 69 5.50 4.95 6.05 5.9 5.9 7 5500 T46 69 5.50 4.95 6.05 5.7 5.7 4 5500 T47 69 5.50 4.95 6.05 5.7 5.7 4 5500 T48 69 5.50 4.95 6.05 5.8 5.8 5 5500 T49 69 5.50 4.95 6.05 5.9 5.9 7 5500 T50 69 5.50 4.95 6.05 5.9 5.9 7 5500 T51 69 5.50 4.95 6.05 5.8 5.8 5 5500 T52 69 5.50 4.95 6.05 5.8 5.8 5 5500 T53 69 5.50 4.95 6.05 5.9 5.9 7 5500 T54 68 5.38 4.84 5.92 1 5.8 5.8 8 1 5500 Page www.dallasfargo.com Checked By: ARGO oorralul- Arr H INC 2324 Fabens Rd., Dallas, TX 75229 Tel. (214) 352-4100 Fax. (214) 352-4811 FIELD POST TENSION STRESSING RECORD Client: JLB Partners, LP Project Name: Grapevine Bluff Apartments Grapevine, Texas Equipment ID: Ram No.: R-1 Gauge No.: 7642-008 Location: Floor Slab Building 13 (Type VI) Pour 2 Report Date: 5/12/2016 Stressed Date: 5/12/2016 Project No: M16-4962 Calibration Date: 3/29/2016 Pump No.: 360945 Tolerance: ± 10% Cable IDark and F Required Elongation (Inch)(Inch) Minimum Elongation Maximum Elongation (Inch) First Elongation (Inch) Second Elongation (Inch) Total Elongation (Inch) Variation inFinal % Elongation Pressure (PSI) T55 68 5.38 4.84 5.92 5.8 5.8 8 5500 T56 67 5.38 4.84 5.92 5.8 5.8 8 5500 T57 68 5.38 4.84 5.92 5.7 5.7 6 5500 T58 68 5.38 4.84 5.92 5.7 5.7 6 5500 T59 T60 59 59 4.75 4.75 4.28 4.28 5.23 5.23 5.0 4.8 5.0 4.8 5 1 5500 5500 T61 70 5.50 4.95 6.05 5.8 5.8 5 5500 T62 70 5.50 4.95 6.05 5.5 5.5 0 5500 T63 70 5.50 4.95 6.05 5.9 5.9 7 5500 T64 70 5.50 4.95 6.05 6.0 6.0 9 5500 T65 70 5.50 4.95 6.05 5.8 5.8 5 5500 T66 71 5.63 5.07 6.19 6.0 6.0 7 5500 T67 71 5.63 5.07 6.19 6.0 6.0 7 5500 T68 69 5.50 4.95 6.05 6.0 6.0 9 5500 T69 69 5.50 4.95 6.05 6.0 6.0 9 5500 T70 69 5.50 4.95 6.05 5.8 5.8 5 5500 T71 69 5.50 4.95 6.05 5.9 5.9 7 5500 T72 69 5.50 4.95 6.05 6.0 6.0 9 5500 T73 69 5.50 4.95 6.05 5.9 5.9 7 5500 T74 69 5.50 4.95 6.05 5.8 5.8 5 5500 T75 69 5.50 4.95 6.05 5.9 5.9 7 5500 T76 69 5.50 4.95 6.05 5.5 5.5 0 5500 T77 T78 71 71 5.63 5.63 5.07 5.07 6.19 6.19 5.6 5.5 5.6 5.5 -1 -2 5500 5500 T79 70 5.50 4.95 6.05 5.5 5.5 0 5500 T80 70 5.50 4.95 6.05 5.7 5.7 4 5500 T81 70 5.50 4.956.05 5.8 5.8 1 5 1 5500 Page 3 of 4 www.dallasfargo.com A Checked By: 43RELa ClObMrBT]LT-A4.WTB iNC: 2324 Fabens Rd., Dallas, TX 75229 Tel. (214) 352-4100 Fax. (214) 352-4811 FIELD POST TENSION STRESSING RECORD Client: JLB Partners, LP Project Name: Grapevine Bluff Apartments Grapevine, Texas Equipment ID: Ram No.: R-1 Gauge No.: 7642-008 Location: Floor Slab Building 13 (Type VI) Pour 2 Report Date: 5/12/2016 Stressed Date: 5/12/2016 Project No: M16-4962 Calibration Date: 3/29/2016 Pump No.: 360945 Tolerance: ± 10% Page 4 of 4 www.dallasfargo.com Checked 8y. Strand Required Minimum Maximum First Second Total Variation in Cable ID Mark Elongation Elongation Elongation Elongation Elongation Elongation % Final Pressure (Inch) (Inch) (Inch) (Inch) (Inch) (Inch) Elongation (PSI) T82 70 5.50 4.95 6.05 5.8 5.8 5 5500 T83 70 1 5.50 1 4.95 1 6.05 1 5.8 1 1 5.8 1 5 5500 Page 4 of 4 www.dallasfargo.com Checked 8y. ai Ready Cable inc. 4416 Keller Hicks Rd., Fort Worth, TX 76244 817.379.6553 Main 817.379.4007 Fax REPORT: RUBEN RAM S/N: 07642-008 GAUGE: R-1 PUMP S/N: 360945 DATE: 3/29/2017 CALIBRATION STANDARD: P-3500 STRAIN INDICATOR 0148342 LOAD CELL 50 KIPS 070202 Gauge Pressure (PSI) Load Cell Readings Average of Three Readings #1 #2 #3 1,000 6,440 6,580 6,700 6,573 2,000 12,520 12,660 12,780 12,653 3,000 18,360 18,500 18,640 18,500 4,000 24,480 24,600 24,760 24,613 5,000 30,280 30,400 30,540 30,407 6,000 36,360 36,500 36,640 36,500 40000 y 35000 a W 30000 Q 25000 O LL 20000 15000 LLJ 10000 F v1 5000 0 0 1000 2000 3000 4000 GAUGE PRESSURE (psi) 5000 6000 7000 For a stressing force of 33,050 pounds, a gauge pressure of 5,500 is required. TECH: J. Hernandez Y = 5.9716x + 640.44