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Fargo Consultants, Inc. - 3/8/2017 (4)
■r - Lm PiXWO OONBUMTANTB 1144 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 -3344 Gauge No.: R-190 Location: Floor Slab Building 1 (Type 7) Pour 1 Report Date: 3/8/2017 Stressed Date: 3/8/2017 Project No: M16-4962 Calibration Date: 1/10/2017 Pump No.: 361958 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 oho Elongation Final Pressure (PSI) T80 BS44 3.25 2.93 3.58 3.4 3.4 4 5500 T81 S74 5.75 5.18 6.33 6.0 6.0 4 5500 T82 S73 5.63 5.06 6.19 5.9 5.9 4 5500 T83 S73 5.63 5.06 6.19 6.1 6.1 9 5500 T84 BS45 3.38 3.04 1 3.71 3.6 3.6 7 5500 T85 574 5.75 5.18 6.33 6.1 6.1 7 5500 T86 S73 5.63 5.06 6.19 5.9 5.9 4 5500 T87 BS74 5.75 5.18 6.33 6.1 6.1 7 5500 T88 S73 5.63 5.06 1 6.19 5.9 5.9 4 5500 T89 S73 5.63 5.06 6.19 5.4 5.4 -4 5500 T90 S73 5.63 5.06 6.19 5.9 5.9 4 5500 T91 S73 5.63 5.06 6.19 5.3 5.3 -6 5500 T92 BS75 6.00 5.40 6.60 5.6 5.6 -7 5500 T93 S74 5.75 5.18 6.33 5.4 5.4 -7 5500 T94 S73 5.63 5.06 6.19 5.8 5.8 2 5500 T95 S73 5.63 5.06 6.19 5.4 5.4 -4 5500 T96 S73 5.63 5.06 6.19 5.3 5.3 -7 5500 T97 BS75 6.00 5.40 1 6.60 5.5 5.5 -8 5500 T98 S74 5.75 5.18 6.33 5.3 5.3 -7 5500 T99 S72 5.50 4.95 6.05 5.1 5.1 -7 5500 T100 S72 5.50 4.95 6.05 5.2 5.2 -5 5500 T101 S72 5.50 4.95 1 6.05 5.1 5.1 -7 5500 T102 BS75 6.00 5.40 6.60 5.7 5.7 -5 5500 T103 S74 5.75 5.18 6.33 5.4 5.4 -7 5500 T104 S65 5.13 4.61 5.64 5.4 5.4 5 5500 T105 S65 5.13 1 4.61 1 5.64 5.5 5.5 7 5500 T106 S65 5.13 1 4.61 1 5.64 J 5.4 5.4 1 5 1 5500 Page 1 of 4 www.dallasfargo.com I--- �' �J Checked By: 2324 Fabens Rd., Dallas, TX 75229 Tel. (214) 352-4100 Fax. (214) 352-4811 FARGO CONSTIT-TANTS, INC? FIELD POST TENSION STRESSING RECORD Client: JLB Partners, LP Report Date: 3/8/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 3/8/2017 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: PSL -3344 Calibration Date: 1/10/2017 Gauge No.: R-190 Pump No.: 361958 Location: Floor Slab Building 1 (Type 7) Pour 1 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) T107 BS66 5.13 4.61 5.64 5.1 5.1 0 5500 T108 S65 5.13 4.61 5.64 5.4 5.4 1 5 5500 T109 S61 4.75 4.28 5.23 4.9 4.9 3 5500 T110 S61 4.75 4.28 5.23 4.8 4.8 0 5500 T111 BS71 5.50 4.95 6.05 5.4 5.4 -2 5500 T112 S70 5.38 4.84 5.91 5.5 5.5 2 5500 T113 S70 5.38 4.84 5.91 5.1 5.1 -5 5500 T114 S70 5.38 4.84 5.91 5.3 5.3 -2 5500 T115 S70 5.38 4.84 5.91 5.5 5.5 2 5500 T116 BS73 5.63 5.06 6.19 5.9 5.9 4 5500 T117 S72 5.50 4.95 6.05 6.0 6.0 1 9 5500 T118 S74 5.75 5.18 6.33 5.6 5.6 -2 5500 T119 BS75 6.00 5.40 6.60 5.8 5.8 -4 5500 T120 S74 5.75 5.18 6.33 5.5 5.5 -4 5500 T121 S74 5.75 5.18 6.33 5.4 5.4 -6 5500 T122 S74 5.75 5.18 6.33 5.9 5.9 2 5500 T123 S74 5.75 5.18 6.33 5.8 5.8 0 5500 T124 S74 5.75 5.18 6.33 5.9 5.9 2 5500 T125 BS73 5.63 5.06 6.19 5.7 5.7 1 5500 T126 S72 5.50 4.95 6.05 5.5 5.5 0 5500 T127 BS73 5.63 5.06 1 6.19 5.8 5.8 2 5500 T128 S72 5.50 4.95 6.05 5.6 5.6 2 5500 * S72 5.50 4.95 6.05 5.8 5.8 5 5500 T129 BS33 2.38 2.14 2.61 2.4 2.4 0 5500 T130 S32 2.25 2.03 1 2.48 2.3 2.3 0 5500 T131 S32 2.25 2.03 2.48 2.4 1 1 2.4 6 5500 T132 BS110 1 8.63 7.76 9.49 1 8.8 1 1 8.8 1 5500 Page 2 of 4 www.dallasfargo.com Checked By: i LARGO CONSUETANTS, TNC. 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 -3344 Gauge No.: R-190 Location: Floor Slab Building 1 (Type 7) Pour 1 Report Date: 3/8/2017 Stressed Date: 3/8/2017 Project No: M16-4962 Calibration Date: 1/10/2017 Pump No.: 361958 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) T133 5109 8.50 7.65 9.35 8.9 8.9 4 5500 T134 5109 8.50 7.65 9.35 8.8 8.8 3 5500 T135 5109 8.50 7.65 9.35 8.5 8.5 0 5500 T136 5109 8.50 7.65 9.35 8.6 8.6 1 5500 T137 BS110 8.63 7.76 9.49 8.4 8.4 -3 5500 T138 S109 8.50 7.65 9.35 8.6 8.6 1 5500 T139 5109 8.50 7.65 9.35 8.4 8.4 -1 5500 T140 5109 8.50 7.65 9.35 8.9 1 8.9 4 5500 T141 5109 8.50 7.65 9.35 8.1 8.1 -4 5500 T142 BS110 8.63 7.76 9.49 8.1 8.1 -6 5500 T143 5109 8.50 7.65 9.35 7.9 7.9 -7 5500 T144 5108 8.38 7.54 9.21 8.4 8.4 0 5500 T145 5108 8.38 7.54 9.21 8.8 8.8 4 5500 T146 5108 8.38 7.54 9.21 8.4 8.4 0 5500 T147 DLBS118 9.00 8.10 9.90 9.1 9.1 1 5500 T148 DLS117 9.00 8.10 9.90 9.3 9.3 3 5500 T149 DLS117 9.00 8.10 9.90 9.3 9.3 3 5500 T150 DLS117 9.00 8.10 9.90 9.0 9.0 0 5500 T151 DLBS121 9.38 8.44 10.31 10.1 10.1 8 5500 T152 DLS120 9.25 8.33 1 10.18 9.9 9.9 7 5500 T153 DLS120 9.25 8.33 10.18 9.5 9.5 3 5500 T154 DLBS121 9.38 8.44 10.31 10.1 10.1 8 5500 T155 DLS120 9.25 8.33 10.18 9.1 9.1 -1 5500 T156 DLS120 9.25 8.33 1 10.18 9.1 9.1 -1 5500 T157 DLS120 9.25 8.33 10.18 10.1 10.1 9 5500 T158 DLBS121 9.38 8.44 10.31 1 10.1 10.1 �-J 8 5500 T159 I DLS120 9.25 8.33 10.18 9.9 9.9 7 5500 Page 3 of 4 www.dallasfargo.com Checked By: t 91 (0' - 'F'ARGO CJONSUXLTANT3,. 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 -3344 Gauge No.: R-190 Location: Floor Slab Building 1 (Type 7) Pour 1 Report Date: 3/8/2017 Stressed Date: 3/8/2017 Project No: M16-4962 Calibration Date: 1/10/2017 Pump No.: 361958 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) T160 DLS117 9.00 8.10 9.90 8.9 8.9 -1 5500 T161 DLS117 9.00 8.10 9.90 9.1 9.1 1 5500 T162 S32 2.25 2.03 2.48 2.4 2.4 6 5500 T163 BS33 2.38 2.14 2.61 2.5 2.5 5 5500 T164 S32 2.25 2.03 1 2.48 2.4 2.4 6 5500 T165 S20 1.25 1.13 1.38 1.3 1.3 0 5500 T166 BS18 1.00 0.90 1.10 1.0 1.0 0 5500 T167 S17 1.00 0.90 1.10 1 1.0 1.0 0 5500 T168 BS16 0.88 0.79 0.96 0.9 0.9 0 5500 T169 S15 0.75 0.68 0.83 0.8 0.8 0 5500 T170 S65 5.13 4.61 5.64 5.1 5.1 0 5500 T171 S65 5.13 4.61 1 5.64 5.4 5.4 5 5500 T172 BS66 5.13 4.61 5.64 4.9 4.9 -5 5500 T173 S65 5.13 4.61 5.64 5.0 5.0 -2 5500 T174 BS51 3.88 3.49 4.26 3.9 1 3.9 0 5500 T175 S36 2.63 2.36 2.89 2.5 2.5 -5 5500 T176 S36 1 2.63 1 2.36 2.89 2.5 2.5 -5 1 5500 T177 BS37 2.63 2.36 2.89 2.5 1 2.5 -5 5500 * Cable Id not marked on the plan. Page 4 of 4 www.dallasfargo.com .� Checked By Ready Cable inc. 4416 Keller Hicks Rd., RCiFort Worth, TX 76244 817.379.6553 Main 817.379.4007 Fax REPORT: RUBEN RAM S/N: PSL-3344 GAUGE: R-190 DATE,1110/2017 PUMP S/N: 361958 CALIBRATION STANDARD: P-3500 STRAIN INDICATOR 0148342 LOAD CELL 50 KIPS 070202 Load Cell Readings Average of Three Pressure xj #1 #2 #3 headings 6,340 5,460 6,600 6,467 12,450 12,580 12,720 12,583 _µ 18,680 18,800 18,940 18,807 24.140 24,260L6,8 24,26730,430 30,540 30,543 36,550 36,680 36,583 a0c>u s0v0 cow PRESSURE (pSI) ff Y = 6.012,2 • s,s 1 car a u°re.sgln 1pr��P 33,050 pours s, a gauge pressure of is required.