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HomeMy WebLinkAboutFargo Consultants, Inc. - 5/24/2017 (2)■r r 1 A G0 volYsyLTAXTS, 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.: PSL -3574 Gauge No.: R-153 Location: Floor Slab Building 15 (Type Xl) Report Date: 5/24/2017 Stressed Date: 5/24/2017 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) T1 35 2.63 2.37 2.89 2.5 2.5 -5 5500 T2 35 2.63 2.37 2.89 2.6 2.6 -1 5500 T3 35 2.63 2.37 2.89 2.6 2.6 -1 5500 T4 35 2.63 2.37 2.89 2.8 2.8 6 5500 T5 1 121 9.63 8.67 10.59 5.1 5.2 10.3 7 5500 T6 121 9.63 8.67 10.59 5.3 4.9 10.2 6 5500 T7 121 9.63 8.67 10.59 4.1 6.1 10.2 6 5500 T8 121 9.63 8.67 10.59 3.7 5.9 9.6 0 5500 T9 121 9.63 8.67 10.59 5.3 5.0 10.3 7 5500 T10 121 9.63 8.67 10.59 5.2 4.7 9.9 3 5500 T11 121 9.63 8.67 10.59 T12 121 9.63 8.67 10.59 5.3 4.9 10.2 6 5500 T13 121 9.63 8.67 10.59 5.1 5.1 10.2 6 5500 T14 121 9.63 8.67 10.59 5.2 5.0 10.2 6 5500 T15 121 9.63 8.67 10.59 5.1 4.8 9.9 3 5500 T16 121 9.63 8.67 10.59 5.0 4.8 9.8 2 5500 T17 121 9.63 8.67 10.59 5.2 4.9 10.1 5 5500 T18 121 9.63 8.67 10.59 4.9 4.7 9.6 0 1 5500 T19 121 9.63 8.67 10.59 5.2 4.8 10.0 4 5500 T20 121 9.63 8.67 10.59 5.1 4.9 10.0 4 5500 T21 121 9.63 8.67 10.59 5.0 4.1 9.1 1 -6 5500 T22 18 1.25 1.13 1.38 1.2 1.2 -4 5500 T23 18 1.25 1.13 1.38 1.3 1.3 4 5500 T24 28 2.13 1.91 2.34 2.1 2.1 -1 5500 T25 28 2.13 1.91 2.34 2.1 2.1 -1 5500 T26 28 2.13 1.91 2.34 2.2 2.2 4 5500 T27 28 2.13 1 1.91 2.34 2.2 1 1 2.2 4 5500 Page 1 of 4 www.dallasfargo.com Checked By: `3 Y ARCO CONSULTANTS, 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.: PSL -3574 Gauge No.: R-153 Location: Floor Slab Building 15 (Type Xl) Report Date: 5/24/2017 Stressed Date: 5/24/2017 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) T28 28 2.13 1.91 2.34 2.1 2.1 -1 5500 T29 28 2.13 1.91 2.34 2.0 2.0 -6 5500 T30 28 2.13 1.91 2.34 2.1 2.1 -1 5500 T31 28 2.13 1.91 2.34 2.0 2.0 -6 5500 T32 31 2.38 2.14 2.62 2.3 2.3 -3 5500 T33 31 2.38 2.14 2.62 2.4 2.4 1 5500 T34 28 2.13 1.91 2.34 2.2 2.2 4 5500 T35 28 2.13 1.91 2.34 2.3 2.3 8 5500 T36 28 2.13 1.91 2.34 2.2 2.2 4 5500 T37 28 2.13 1.91 2.34 2.0 2.0 -6 5500 T38 28 2.13 1.91 2.34 2.1 2.1 -1 5500 T39 28 2.13 1.91 2.34 2.2 2.2 4 5500 T40 28 2.13 1.91 2.34 2.2 2.2 4 5500 T41 28 2.13 1.91 2.34 2.1 2.1 -1 5500 T42 28 2.13 1.91 2.34 2.3 2.3 1 8 5500 T43 28 2.13 1.91 2.34 2.2 2.2 4 5500 T44 28 2.13 1.91 2.34 2.2 2.2 4 5500 T45 28 2.13 1.91 1 2.34 2.2 2.2 4 5500 T46 28 2.13 1.91 2.34 2.1 2.1 -1 5500 T47 28 2.13 1.91 2.34 2.2 2.2 4 5500 T48 18 1.25 1.13 1.38 1.2 1.2 -4 5500 T49 18 1.25 1.13 1 1.38 1.3 1.3 4 5500 T50 31 2.38 2.14 2.62 2.3 2.3 -3 5500 T51 31 2.38 2.14 2.62 2.4 2.4 1 5500 T52 28 2.13 1.91 2.34 2.3 2.3 8 5500 T53 28 2.13 1 1.91 1 2.34 2.3 2.3 8 5500 T54 28 2.13 1 1.91 1 2.34 2.2 2.2 4 5500 Page 2 of 4 www.dallasfargo.com Checked By. - 1" 1 L -t d FARGO CONSUETADTTB INC 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: 5/24/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 5/24/2017 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: PSL -3574 Calibration Date: 3/28/2017 Gauge No.: R-153 Location: Floor Slab Building 15 (Type XI) 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 28 2.13 1.91 2.34 2.2 2.2 4 5500 T56 28 2.13 1.91 2.34 2.1 2.1 -1 5500 T57 28 2.13 1.91 2.34 2.1 2.1 -1 5500 T58 31 2.38 2.14 2.62 2.3 2.3 -3 5500 T59 31 2.38 2.14 1 2.62 2.3 2.3 -3 5500 T60 28 2.13 1.91 2.34 2.1 2.1 -1 5500 T61 28 2.13 1.91 2.34 2.0 2.0 -6 5500 T62 28 2.13 1.91 2.34 2.2 2.2 4 5500 T63 28 2.13 1.91 2.34 2.2 2.2 4 5500 T64 28 2.13 1.91 2.34 2.1 2.1 -1 5500 T65 28 2.13 1.91 2.34 2.0 2.0 -6 5500 T66 28 2.13 1.91 2.34 2.1 2.1 -1 5500 T67 28 2.13 1.91 2.34 2.1 2.1 -1 5500 T68 28 2.13 1.91 2.34 2.1 2.1 -1 5500 T69 28 2.13 1.91 1 2.34 2.0 2.0 -6 5500 T70 28 2.13 1.91 2.34 2.0 2.0 -6 5500 T71 28 2.13 1.91 2.34 2.1 2.1 -1 5500 T72 28 2.13 1.91 2.34 2.0 2.0 -6 5500 T73 28 2.13 1.91 2.34 2.1 2.1 1 -1 5500 T74 18 1.25 1.13 1.38 1.2 1.2 -4 5500 T75 18 1.25 1.13 1.38 1.2 1.2 -4 5500 T76 31 2.38 2.14 2.62 2.3 2.3 -3 5500 T77 31 2.38 2.14 2.62 2.4 2.4 1 5500 T78 28 2.13 1.91 2.34 2.2 2.2 4 5500 T79 28 2.13 1.91 2.34 2.2 2.2 4 5500 T80 28 2.13 1.91 2.34 2.2 2.2 4 5500 T81 28 2.13 1.91 2.34 1 2.3 1 2.3 1 8 5500 Page 3 of 4 www.dallasfargo.com Checked By: ■ 4FARGO C OWSULTA.NTS 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.: PSL -3574 Gauge No.: R-153 Location: Floor Slab Building 15 (Type XI) Report Date: 5/24/2017 Stressed Date: 5/24/2017 Project No: M16-4962 Calibration Date: 3/28/2017 Pump No.: 362981 Tolerance: ± 10% * Repair Required. Page 4 of 4 www.dallasfargo.com Checked By: Required Minimum Maximum First Second Total Variation in Cable ID Strand Elongation Elongation Elongation Elongation Elongation Elongation % Final Pressure Mark (PSI) (Inch) (Inch) (Inch) (Inch) (Inch) (Inch) Elongation T82 28 2.13 1.91 2.34 2.2 2.2 4 5500 T83 28 2.13 1.91 1 2.34 2.1 2.1 -1 5500 T84 28 2.13 1.91 2.34 2.1 2.1 -1 5500 T85 28 2.13 1.91 2.34 2.1 2.1 -1 5500 * Repair Required. Page 4 of 4 www.dallasfargo.com Checked By: 06. ARCO CONSULTANTSINC 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.: PSL -3574 Gauge No.: R-153 Location: Floor Slab Building 16 (Type X) Report Date: 5/24/2017 Stressed Date: 5/24/2017 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) T1 13 0.75 0.68 0.83 0.7 1 0.7 -7 5500 T2 13 0.75 0.68 0.83 0.8 0.8 7 5500 T3 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 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 3.30 3.2 3.2 t 7 5500 T24 39 3.00 2.70 1 3.30 T25 39 3.00 2.70 3.30 3.1 3.1 3 5500 T26 39 1 3.00 2.70 3.30 1 3.0 3.0 0 5500 T27 39 1 3.00 2.70 3.30 3.1 3.1 3 5500 Page 1 of 4 www.dallasfargo.com Checked By. ARGO CONSUY-TANTS,INC 2324 Fabens Rd., Dallas, TX 75229 Tel. (214) 352-4100 Fax. (214) 352-4811 I yTallji�li�C�r1Y��iCYC�l�]C�F� iaT��[el:faC�C��Cii Client: JLB Partners, LP Report Date: 5/24/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 5/24/2017 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: PSL -3574 Calibration Date: 3/28/2017 Gauge No.: R-153 Location: Floor Slab Building 16 (Type X) 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 1 3.30 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 1 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 1 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 3.30 3.2 3.2 7 5500 T47 39 3.00 2.70 1 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 1 3.30 3.1 3.1 3 5500 T52 39 3.00 2.70 3.30 3.2 3.2 7 5500 T53 39 3.00 2.70 3.30 1 3.1 1 1 3.1 3 5500 T54 1 39 3.00 2.70 3.30 1 3.0 1 3.0 0 1 5500 Page 2 of 4 www.dallasfargo.com Checked By: s I AROO VOWSUETANTS1 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.: PSL -3574 Gauge No.: R-153 Location: Floor Slab Building 16 (Type X) Report Date: 5/24/2017 Stressed Date: 5/24/2017 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 oda 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 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 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 1.9 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 1 4.9 10.0 -1 1 5500 T81 1 126 1 10.13 9.12 1 11.14 1 5.0 5.3 1 10.3 1 2 5500 Page 3 of 4 www.dallasfargo.com � tj Checked By: G + d VAR.G0 C0NBIILTANTPS 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.: PSL -3574 Gauge No.: R-153 Location: Floor Slab Building 16 (Type X) Report Date: 5/24/2017 Stressed Date: 5/24/2017 Project No: M16-4962 Calibration Date: 3/28/2017 Pump No.: 362981 Tolerance: ± 10% Cable ID Strand Mark Required Elongation (Inch) Inch Minimum Elongation (Inch ) Maximum Elongation Inch (Inch) First Elongation (Inch) Inch Second Elongation Inch (Inch) Total Elongation Inch (Inch) Variation in % Elongation g 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 1 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 1 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 1 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 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 121 9.63 8.67 10.59 5.8 1 3.9 9.7 1 1 5500 T100 121 9.63 8.67 10.59 5.6 1 4.0 9.6 1 0 1 5500 * Repair Required. 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