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Fargo Consultants, Inc. - 6/13/2017 (3)
r■ N 0 FAIWO aarrsYMTANTS, XWO 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.: 6570-8444 Gauge No.: R-156 Location: Floor Slab Building 9 (Type VIII) [ Pour 1 & 2] Floor Slab Building 9 (Type VIII) Garages [1,2 & 3] Report Date: 6/13/2017 Stressed Date: 6/12/2017 Project No: M16-4962 Calibration Date: 4/4/2017 Pump No.: 367282 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 %Final Elongation Pressure (PSI) T1 26 1.88 1.69 2.07 1.9 1.9 1 5500 T2 26 1.88 1.69 2.07 2.0 2.0 6 5500 T3 26 1.88 1.69 2.07 1.8 1.8 -4 5500 T4 26 1.88 1.69 2.07 1.8 1.8 -4 5500 T5 26 1.88 1.69 2.07 1.9 1.9 1 5500 T6 32 2.38 2.14 2.62 2.3 2.3 -3 5500 T7 32 2.38 2.14 2.62 2.4 2.4 1 5500 T8 32 2.38 2.14 1 2.62 2.3 2.3 -3 5500 T9 32 2.38 2.14 2.62 2.5 2.5 5 5500 T10 32 2.38 2.14 2.62 2.3 2.3 -3 5500 T11 32 2.38 2.14 2.62 2.4 2.4 1 5500 T12 32 2.38 2.14 1 2.62 2.5 2.5 5 5500 T13 32 2.38 2.14 2.62 2.5 2.5 5 5500 T14 32 2.38 2.14 2.62 2.4 2.4 1 5500 T15 32 2.38 2.14 2.62 2.3 2.3 -3 5500 T16 26 1.88 1.69 1 2.07 2.0 2.0 6 5500 T17 26 1.88 1.69 2.07 1.9 1.9 1 5500 T18 26 1.88 1.69 2.07 2.0 2.0 6 5500 T19 32 2.38 2.14 2.62 2.3 2.3 -3 5500 T20 32 2.38 2.14 1 2.62 2.4 2.4 1 5500 T21 32 2.38 2.14 2.62 2.4 2.4 1 5500 T22 32 2.38 2.14 2.62 2.5 2.5 5 5500 T23 32 2.38 2.14 2.62 2.5 2.5 5 5500 T24 32 2.38 2.14 2.62 2.4 2.4 1 5500 T25 32 2.38 2.14 2.62 2.5 2.5 5 5500 T26 1 32 1 2.38 2.14 2.62 1 2.5 1 1 2.5 5 5500 T27 1 32 1 2.38 2.14 2.62 1 2.4 1 1 2.4 1 1 5500 Page 1 of 8 www.dallasfargo.com Checked By: ' �i1� -Iz N- " 7 Ge- - 0. a ARGO 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.: 6570-8444 Gauge No.: R-156 Location: Floor Slab Building 9 (Type VIII) [ Pour 1 & 2] Floor Slab Building 9 (Type VIII) Garages [1,2 & 3] Report Date: 6/13/2017 Stressed Date: 6/12/2017 Project No: M16-4962 Calibration Date: 4/4/2017 Pump No.: 367282 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 32 2.38 2.14 2.62 2.3 2.3 -3 5500 T29 1 60 4.75 4.28 5.23 4.6 4.6 1 -3 5500 T30 60 4.75 4.28 5.23 4.8 4.8 1 5500 T31 60 4.75 4.28 5.23 5.0 5.0 5 5500 T32 23 1.63 1.47 1.79 1.7 1.7 4 5500 T33 23 1.63 1.47 1.79 1.7 1.7 4 5500 T34 23 1.63 1.47 1 1.79 1.6 1.6 -2 5500 T35 66 5.25 4.73 5.78 5.1 5.1 -3 5500 T36 66 5.25 4.73 5.78 5.1 5.1 -3 5500 T37 65 5.25 4.73 5.78 5.0 5.0 -5 5500 T38 65 5.25 4.73 5.78 5.5 5.5 5 5500 T39 65 5.25 4.73 5.78 5.3 5.3 1 5500 T40 65 5.25 4.73 5.78 5.3 5.3 1 5500 T41 65 5.25 4.73 5.78 5.1 5.1 -3 5500 T42 65 5.25 4.73 5.78 5.2 5.2 -1 5500 T43 66 5.25 4.73 5.78 5.5 5.5 5 5500 T44 66 5.25 4.73 5.78 5.3 5.3 1 5500 T45 23 1.63 1.47 1.79 1.7 1.7 4 5500 T46 23 1.63 1.47 1.79 1.7 1.7 4 5500 T47 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T48 18 1.25 1.13 1.38 1.2 1.2 -4 5500 T49 18 1.25 1.13 1.38 1.3 1.3 4 5500 T50 18 1.25 1.13 1.38 1.3 1.3 4 5500 T51 18 1.25 1.13 1.38 1.3 1.3 4 5500 T52 18 1.25 1.13 1.38 1.2 1.2 -4 5500 T53 18 1.25 1.13 1.38 1 1.3 1.3 4 5500 T54 18 1.25 1.13 1.38 1 1.3 1.3 4 5500 Page 2 of 8 www.dallasfargo.com Checked By: i rAR -0 C0"-, ETANTS,.1.NC. 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: 6/13/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 6/12/2017 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: 6570-8444 Calibration Date: 4/4/2017 Gauge No.: R-156 Pump No.: 367282 Location: Floor Slab Building 9 (Type VIII) [ Pour 1 & 2] Floor Slab Building 9 (Type VIII) Garages [1,2 & 3] 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 18 1.25 1.13 1.38 1.3 1.3 4 5500 T56 18 1.25 1.13 1 1.38 1.2 1.2 -4 5500 T57 18 1.25 1.13 1.38 1.2 1.2 -4 5500 T58 18 1.25 1.13 1.38 1.3 1.3 4 5500 T59 18 1.25 1.13 1.38 1.3 1.3 4 5500 T60 95 7.63 6.87 8.39 7.8 7.8 2 5500 T61 95 7.63 6.87 8.39 7.5 7.5 -2 5500 T62 94 7.50 6.75 8.25 8.0 8.0 7 5500 T63 94 7.50 6.75 8.25 8.1 8.1 8 5500 T64 94 7.50 6.75 8.25 7.9 7.9 1 5 5500 T65 94 7.50 6.75 8.25 8.0 8.0 7 5500 T66 95 7.63 6.87 8.39 8.0 8.0 5 5500 T67 95 7.63 6.87 8.39 7.4 7.4 -3 5500 T68 12 0.67 0.60 0.73 0.7 0.7 5 5500 T69 12 0.67 0.60 0.73 0.7 0.7 5 5500 T70 14 0.88 0.79 0.96 0.9 0.9 3 5500 T71 90 7.13 6.42 7.84 7.1 7.1 0 5500 T72 90 7.13 6.42 7.84 7.3 7.3 2 5500 T73 90 7.13 6.42 1 7.84 6.9 6.9 -3 5500 T74 90 7.13 6.42 7.84 7.1 7.1 0 5500 T75 90 7.13 6.42 7.84 7.0 7.0 -2 5500 T76 90 7.13 6.42 7.84 7.2 7.2 1 5500 T77 90 7.13 6.42 7.84 7.2 7.2 1 5500 T78 26 1.88 1.69 2.07 1.9 1.9 1 5500 T79 26 1.88 1.69 2.07 1.9 1.9 1 5500 T80 26 1.88 1.69 2.07 1 1.8 1 1.8 1 -4 5500 T81 26 1.88 1.69 2.07 1.9 1.8 -4 5500 Page 3 of 8 www.dallasfargo.com Checked 13y hf •l I"AP.00 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.: 6570-8444 Gauge No.: R-156 Location: Floor Slab Building 9 (Type VIII) [ Pour 1 & 2] Floor Slab Building 9 (Type VIII) Garages [1,2 & 31 Report Date: 6/13/2017 Stressed Date: 6/12/2017 Project No: M16-4962 Calibration Date: 4/4/2017 Pump No.: 367282 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 % ElonLyation Final Pressure (PSI) T82 26 1.88 1.69 2.07 1.9 1.9 1 5500 T83 32 2.38 2.14 2.62 2.4 2.4 1 5500 T84 32 2.38 2.14 2.62 2.4 2.4 1 5500 T85 32 2.38 2.14 2.62 2.5 2.5 5 5500 T86 1 32 2.38 2.14 2.62 2.3 2.3 -3 5500 T87 32 2.38 2.14 2.62 2.5 2.5 5 5500 T88 32 2.38 2.14 2.62 2.3 2.3 -3 5500 T89 32 2.38 2.14 2.62 2.5 2.5 1 5 5500 T90 32 2.38 2.14 2.62 2.3 2.3 -3 5500 T91 32 2.38 2.14 2.62 2.4 2.4 1 5500 T92 32 2.38 2.14 2.62 2.4 2.4 1 5500 T93 26 1.88 1.69 2.07 1.8 1.8 -4 5500 T94 26 1.88 1.69 2.07 1.8 1.8 -4 5500 T95 26 1.88 1.69 1 2.07 1.9 1.9 1 5500 T96 32 2.38 2.14 2.62 2.3 2.3 -3 5500 T97 32 2.38 2.14 2.62 2.5 2.5 5 5500 T98 32 2.38 2.14 2.62 2.3 2.3 -3 5500 T99 32 2.38 2.14 2.62 2.4 2.4 1 5500 T100 32 2.38 2.14 2.62 2.4 2.4 1 5500 T101 32 2.38 2.14 2.62 2.4 2.4 1 5500 T102 32 2.38 2.14 2.62 2.3 2.3 -3 5500 T103 32 2.38 2.14 2.62 2.3 2.3 -3 5500 T104 32 2.38 2.14 2.62 2.3 2.3 -3 5500 T105 32 2.38 2.14 2.62 2.5 2.5 5 5500 T106 26 1.88 1.69 2.07 1.9 1.9 1 5500 T107 26 1 1.88 1.69 2.07 1 1.9 1 1.9 1 1 5500 T108 1 26 1 1.88 1.69 2.07 1 1.8 1 1 1.8 1 -4 00 Page 4 of 8 www.dallasfargo.com Checked By. IPY F'AR.C30 G'ONSiELTANTS, ENQi 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.: 6570-8444 Gauge No.: R-156 Location: Floor Slab Building 9 (Type VIII) [ Pour 1 & 2] Floor Slab Building 9 (Type VIII) Garages [1,2 & 3] Report Date: 6/13/2017 Stressed Date: 6/12/2017 Project No: M16-4962 Calibration Date: 4/4/2017 Pump No.: 367282 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) T109 32 2.38 2.14 2.62 2.3 2.3 -3 5500 T110 32 2.38 2.14 2.62 2.4 2.4 1 5500 T111 32 2.38 2.14 2.62 2.3 2.3 -3 5500 T112 32 2.38 2.14 2.62 2.4 2.4 1 5500 T113 32 2.38 2.14 2.62 2.3 2.3 -3 5500 T114 32 2.38 2.14 2.62 2.3 2.3 -3 5500 T115 32 2.38 2.14 2.62 2.5 2.5 5 5500 T116 32 2.38 2.14 2.62 2.5 1 2.5 5 5500 T117 32 2.38 2.14 2.62 2.3 1 2.3 -3 5500 T118 32 1 2.38 2.14 2.62 2.5 1 2.5 5 5500 Garage G1 T1 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T2 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T3 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T4 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T5 23 1.63 1.47 1.79 1.7 1.7 4 5500 T6 1 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T7 23 1.63 1.47 1.79 1.6 1.6 1 -2 5500 T8 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T9 23 1.63 1.47 1 1.79 1.6 1.6 -2 5500 T10 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T11 23 1.63 1.47 1.79 1.7 1.7 4 5500 T12 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T13 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T14 23 1.63 1.47 1.79 1.7 1.7 4 5500 T15 23 1 1.63 1.47 1.79 1 1.7 1 1.7 1 4 5500 Page 5 of 8 www.dallasfargo.com Checked 8y: 4-1 --IWO rAP-q2-q0XJ5"TAWT8 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: 6/13/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 6/12/2017 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: 6570-8444 Calibration Date: 4/4/2017 Gauge No.: R-156 Pump No.: 367282 Location: Floor Slab Building 9 (Type VIII) [ Pour 1 & 2] Floor Slab Building 9 (Type VIII) Garages [1,2 & 3] Tolerance: ± 100 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) T16 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T17 23 1.63 1.47 1 1.79 1.6 1.6 -2 5500 T18 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T19 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T20 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T21 23 1.63 1.47 1.79 1.7 1 1.7 4 5500 T22 23 1.63 1.47 1.79 1.7 1.7 4 5500 T23 49 3.88 3.49 4.27 4.0 4.0 3 5500 T24 49 3.88 3.49 4.27 4.1 4.1 6 5500 T25 49 3.88 3.49 4.27 3.9 3.9 1 5500 T26 49 3.88 3.49 4.27 3.9 3.9 1 5500 T27 49 3.88 3.49 1 4.27 4.1 4.1 6 5500 T28 49 3.88 3.49 4.27 4.0 4.0 3 5500 T29 49 3.88 3.49 4.27 3.9 3.9 1 5500 T30 49 3.88 3.49 4.27 3.9 3.9 1 5500 T31 49 3.88 1 3.49 1 4.27 4.0 4.0 3 5500 T32 1 49 1 3.88 1 3.49 1 4.27 4.0 1 1 4.0 1 3 5500 Garage G2 T1 23 1.63 1.47 1.79 1.7 1.7 4 5500 T2 23 1.63 1.47 1.79 1.7 1.7 4 5500 T3 23 1.63 1.47 1.79 1.7 1.7 4 5500 T4 23 1.63 1.47 1.79 1.7 1.7 4 5500 T5 23 1.63 1.47 1.79 1.7 1.7 4 5500 T6 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T7 23 1 1.63 1.47 1.79 1.7 1 1.7 4 5500 T8 23 1.63 1.47 1.79 1.7 1.7 4 5500 Page 6 of 8 www.dallasfargo.com Checked By: �, b' .j ARCO CONSUT.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.: 6570-8444 Gauge No.: R-156 Location: Floor Slab Building 9 (Type VIII) [ Pour 1 & 2] Floor Slab Building 9 (Type VIII) Garages [1,2 & 31 Report Date: 6/13/2017 Stressed Date: 6/12/2017 Project No: M16-4962 Calibration Date: 4/4/2017 Pump No.: 367282 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) T9 23 1.63 1.47 1.79 1.7 1.7 4 5500 T10 23 1.63 1.47 1.79 1.7 1.7 4 5500 T11 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T12 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T13 23 1.63 1.47 1.79 1.7 1.7 4 5500 T14 23 1.63 1.47 1.79 1.7 1.7 4 5500 T15 25 1.88 1.69 2.07 1.9 1.9 1 5500 T16 25 1.88 1.69 1 2.07 2.0 2.0 6 5500 T17 25 1.88 1.69 2.07 2.0 2.0 6 5500 T18 25 1.88 1.69 2.07 2.0 2.0 6 5500 T19 25 1.88 1.69 2.07 2.0 2.0 6 5500 T20 25 1.88 1.69 1 2.07 1.9 1.9 1 5500 T21 25 1.88 1.69 2.07 2.0 2.0 6 5500 T22 25 1.88 1.69 2.07 2.0 2.0 6 5500 T23 25 1.88 1.69 2.07 2.0 2.0 6 5500 T24 25 1.88 1.69 2.07 1 1.9 1.9 1 5500 Garage G3 T1 49 3.88 3.49 4.27 4.0 4.0 3 5500 T2 49 3.88 3.49 4.27 4.1 4.1 6 5500 T3 49 3.88 3.49 4.27 4.1 4.1 6 5500 T4 49 3.88 3.49 4.27 4.0 4.0 1 3 5500 T5 49 3.88 3.49 4.27 3.9 3.9 1 5500 T6 49 3.88 3.49 4.27 3.9 3.9 1 5500 T7 49 3.88 3.49 4.27 4.1 4.1 6 5500 T8 49 3.88 3.49 4.27 4.1 4.1 1 6 5500 T9 49 3.88 3.49 4.27 4.0 4.0 1 3 5500 Page 7 of 8 www.dallasfargo.com Checked By: L�� AROO CflAYSUETALY T s 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.: 6570-8444 Gauge No.: R-156 Location: Floor Slab Building 9 (Type VIII) [ Pour 1 & 2] Floor Slab Building 9 (Type VIII) Garages [1,2 & 3] Report Date: 6/13/2017 Stressed Date: 6/12/2017 Project No: MI6 -4962 Calibration Date: 4/4/2017 Pump No.: 367282 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) T10 49 3.88 3.49 4.27 4.0 4.0 3 5500 T11 23 1.63 1.47 1.79 1.7 1.7 4 5500 T12 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T13 23 1.63 1.47 1.79 1.7 1.7 4 5500 T14 23 1.63 1.47 1.79 1.7 1.7 4 5500 T15 23 1.63 1.47 1.79 1.7 1.7 4 5500 T16 23 1.63 1.47 1.79 1.6 1.6 -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 1.7 1.7 4 5500 T20 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T21 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T22 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T23 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T24 23 1.63 1.47 1.79 1.7 1.7 4 5500 T25 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T26 23 1.63 1.47 1.79 1.7 1.7 4 5500 T27 23 1.63 1.47 1.79 1.7 1.7 4 5500 T28 23 1.63 1.47 1.79 1.7 1.7 4 5500 T29 23 1.63 1.47 1 1.79 1.6 1.6 -2 5500 T30 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T31 23 1.63 1.47 1.79 1 1.7 1.7 1 4 5500 T32 23 1.63 1.47 1.79 1 1.7 1 1.7 1 4 1 5500 Page 8 of 8 www.dallasfargo.com Checked By: