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HomeMy WebLinkAboutFargo Consultants, Inc. - 6/2/2017 (2)2324 Fabens Rd., Dallas, TX 75229 Tel. (214) 352-4100 Fax. (214) 352-4811 r,9,R,p# CS�NBi]'X�Axi'7Ci3 ][�tC, FIELD POST TENSION STRESSING RECORD *Revised Report ** Client: JLB Partners, LP Report Date: 6/2/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 5/24/17-6/2/17 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: PSL -3574 Calibration Date: 3/28/2017 Gauge No.: R-153 Pump No.: 362981 Location: Floor Slab Building 16 (Type X) 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) T1 13 0.75 0.68 0.83 0.7 0.7 -7 5500 T2 13 0.75 0.68 0.83 0.8 0.8 7 5500 T3 1 35 2.63 2.37 2.89 2.5 2.5 -5 5500 T4 35 2.63 2.37 2.89 2.6 2.6 -1 5500 T5 50 4.00 3.60 4.40 4.3 4.3 8 5500 T6 50 4.00 3.60 4.40 4.2 4.2 5 5500 T7 50 4.00 3.60 4.40 4.3 4.3 8 5500 T8 50 4.00 3.60 4.40 4.3 4.3 8 5500 T9 50 4.00 3.60 4.40 4.2 4.2 5 5500 T10 50 4.00 3.60 4.40 4.1 4.1 3 5500 T11 50 4.00 3.60 4.40 4.3 4.3 8 5500 T12 49 3.88 3.49 4.27 4.0 4.0 3 5500 T13 49 3.88 3.49 4.27 3.8 3.8 -2 5500 T14 49 3.88 3.49 4.27 3.8 3.8 -2 5500 T15 49 3.88 3.49 4.27 3.8 3.8 -2 5500 T16 49 3.88 3.49 4.27 3.8 3.8 -2 5500 T17 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T18 23 1.63 1.47 1.79 1.7 1.7 4 5500 T19 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T20 25 1.88 1.69 2.07 1.8 1.8 -4 5500 T21 25 1.88 1.69 2.07 1.9 1.9 1 5500 T22 25 1.88 1.69 2.07 1.8 1.8 -4 5500 T23 39 3.00 2.70 1 3.30 3.2 3.2 7 5500 * T24 39 3.00 2.70 3.30 3.1 3.1 3 5500 T25 39 3.00 2.70 3.30 3.1 3.1 3 5500 T26 1 39 3.00 2.70 3.30 3.0 3.0 0 1 5500 T27 39 3.00 1 2.70 1 3.30 3.1 1 3.1 3 5500 Page 1 of 4 www.dallasfargo.com Checked y: rnrr.ca CONSur.rANU-5, INGc 2324 Fabens Rd., Dallas, TX 75229 Tel. (214) 352-4100 Fax. (214) 352-4811 FIELD POST TENSION STRESSING RECORD **Revised Report ** Client: JLB Partners, LP Project Name: Grapevine Bluff Apartments Grapevine, Texas Equipment ID: Ram No.: PSL -3574 Gauge No.: R-153 Location: Floor Slab Building 16 (Type X) Report Date: 6/2/2017 Stressed Date: 5/24/17-6/2/17 Project No: MI6 -4962 Calibration Date: 3/28/2017 Pump No.: 362981 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 39 3.00 2.70 3.30 3.1 3.1 3 5500 T29 39 3.00 2.70 3.30 3.2 3.2 7 5500 T30 39 3.00 2.70 3.30 2.9 2.9 -3 5500 T31 39 3.00 2.70 3.30 2.8 2.8 -7 5500 T32 39 3.00 2.70 3.30 3.1 3.1 3 5500 T33 39 3.00 2.70 3.30 3.0 3.0 0 5500 T34 39 3.00 2.70 3.30 3.2 3.2 7 5500 T35 39 3.00 2.70 3.30 1 3.1 3.1 3 5500 T36 39 3.00 2.70 3.30 3.2 3.2 7 5500 T37 39 3.00 2.70 3.30 3.2 3.2 7 5500 T38 39 3.00 2.70 3.30 3.2 3.2 7 5500 T39 39 3.00 2.70 3.30 3.0 3.0 0 5500 T40 39 3.00 2.70 3.30 3.1 3.1 3 5500 T41 39 3.00 2.70 3.30 2.9 2.9 -3 5500 T42 39 3.00 2.70 3.30 3.0 3.0 0 5500 T43 39 3.00 2.70 3.30 3.2 3.2 7 5500 T44 39 3.00 2.70 3.30 3.2 3.2 7 5500 T45 39 3.00 2.70 3.30 3.1 3.1 3 5500 T46 39 3.00 2.70 1 3.30 3.2 3.2 7 5500 T47 1 39 3.00 2.70 3.30 2.9 2.9 -3 5500 T48 39 3.00 2.70 3.30 3.1 3.1 3 5500 T49 39 3.00 2.70 3.30 3.0 3.0 0 5500 T50 39 3.00 2.70 3.30 3.1 3.1 3 5500 T51 39 3.00 2.70 3.30 3.1 3.1 3 5500 T52 39 3.00 2.70 3.30 3.2 3.2 7 5500 T53 39 1 3.00 2.70 3.30 3.1 3.1 3 5500 T54 39 3.00 2.70 3.30 3.0 3.0 0 R500 Page 2 of 4 www.dallasfargo.com Checked By: I FARGO CONSTIETANTs, rNm 2324 Fabens Rd., Dallas, TX 75229 Tel. (214) 352-4100 Fax. (214) 352-4811 FIELD POST TENSION STRESSING RECORD "Revised Report ** Client: JLB Partners, LP Project Name: Grapevine Bluff Apartments Grapevine, Texas Equipment ID: Ram No.: PSL -3574 Gauge No.: R-153 Location: Floor Slab Building 16 (Type X) Report Date: 6/2/2017 Stressed Date: 5/24/17-6/2/17 Project No: M16-4962 Calibration Date: 3/28/2017 Pump No.: 362981 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) T55 39 3.00 2.70 3.30 3.1 3.1 3 5500 T56 39 3.00 2.70 3.30 3.1 3.1 3 5500 T57 1 49 3.88 3.49 4.27 4.1 4.1 6 5500 T58 49 3.88 3.49 4.27 3.9 3.9 1 5500 T59 49 3.88 3.49 4.27 3.9 3.9 1 5500 T60 49 3.88 3.49 4.27 3.8 3.8 -2 5500 T61 49 3.88 3.49 4.27 3.9 3.9 1 5500 T62 50 4.00 3.60 4.40 4.1 4.1 3 5500 T63 50 4.00 3.60 4.40 3.9 3.9 -2 5500 T64 1 50 4.00 3.60 4.40 4.2 4.2 5 5500 T65 50 4.00 3.60 4.40 4.2 4.2 5 5500 T66 50 4.00 3.60 4.40 4.1 4.1 3 5500 T67 50 4.00 3.60 4.40 4.1 4.1 3 5500 T68 50 4.00 3.60 4.40 4.3 4.3 8 5500 T69 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T70 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T71 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T72 35 2.63 2.37 2.89 2.7 2.7 3 5500 T73 35 2.63 2.37 2.89 2.5 2.5 -5 5500 T74 25 1.88 1.69 2.07 1 1.9 1.9 1 5500 T75 25 1.88 1.69 2.07 1.8 1.8 -4 5500 T76 25 1.88 1.69 2.07 1.8 1.8 -4 5500 T77 126 10.13 9.12 11.14 5.6 5.0 10.6 5 5500 T78 126 10.13 9.12 11.14 5.8 5.0 10.8 7 5500 T79 126 10.13 9.12 11.14 5.7 5.0 10.7 6 5500 T80 126 10.13 9.12 11.14 5.1 4.9 10.0 -1 5500 T81 126 10.13 9.12 11.14 5.0 5.3 10.3 2 5500 Page 3 of 4 www.dallasfargo.com Checked By: 2324 Fabens Rd., Dallas, TX 75229 Tel. (214) 352-4100 Fax. (214) 352-4811 FIELD POST TENSION STRESSING RECORD **Revised Report ** Client: JLB Partners, LP Project Name: Grapevine Bluff Apartments Grapevine, Texas Equipment ID: Ram No.: PSL -3574 Gauge No.: R-153 Location: Floor Slab Building 16 (Type X) Report Date: 6/2/2017 Stressed Date: 5/24/17-6/2/17 Project No: M16-4962 Calibration Date: 3/28/2017 Pump No.: 362981 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) T82 126 10.13 9.12 11.14 5.1 4.7 9.8 -3 5500 T83 126 10.13 9.12 11.14 5.4 4.8 10.2 1 5500 T84 126 10.13 9.12 11.14 5.0 4.7 9.7 -4 5500 T85 126 10.13 9.12 11.14 5.3 5.1 10.4 3 5500 T86 126 10.13 9.12 11.14 5.1 5.4 10.5 4 5500 T87 14 0.88 0.79 0.96 0.9 0.9 3 5500 T88 14 0.88 0.79 0.96 0.9 0.9 3 5500 T89 131 10.50 9.45 11.55 5.6 4.9 10.5 0 5500 T90 131 10.50 9.45 11.55 5.1 5.4 10.5 0 5500 T91 130 10.38 9.34 11.42 5.7 5.4 11.1 7 5500 T92 130 10.38 9.34 11.42 5.6 5.1 10.7 3 5500 T93 130 10.38 9.34 11.42 5.5 5.3 10.8 4 5500 T94 130 10.38 9.34 11.42 5.5 5.2 10.7 3 5500 T95 130 10.38 9.34 1 11.42 5.3 4.9 10.2 -2 5500 T96 130 10.38 9.34 11.42 5.3 5.0 10.3 -1 5500 T97 121 9.63 8.67 10.59 5.4 4.1 9.5 -1 5500 T98 121 9.63 8.67 10.59 5.5 4.0 9.5 -1 5500 T99 1 121 9.63 1 8.67 1 10.59 1 5.8 1 3.9 9.7 1 5500 T100 1 121 9.63 1 8.67 1 10.59 1 5.6 1 4.0 9.6 0 5500 * Revised report reflecting the elongations recorded for the repaired cable on 6/2/17. 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