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HomeMy WebLinkAboutFargo Consultants, Inc. - 4/3/2017 (3)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.: PHI-3671/PSL-3543 Gauge No.: R -72/R-129 Location: Floor Slab Building 1 (Type 7) Pour 2A Report Date: 4/3/2017 Stressed Date: 3/23/17-4/3/17 Project No: M16-4962 Calibration Date: 2/22/2017 Pump No.: 362596/337463 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) T89 BS44 3.25 2.93 3.58 3.3 3.3 2 5500 T90 S74 5.75 5.18 6.33 5.5 5.5 -4 5500 T91 S73 5.63 5.06 6.19 5.3 5.3 -6 5500 T92 BS74 5.75 5.18 6.33 5.5 5.5 -4 5500 T93 S73 5.63 5.06 1 6.19 5.5 5.5 -2 5500 T94 S73 5.63 5.06 6.19 5.5 5.5 -2 5500 T95 BS45 3.38 3.04 3.71 3.3 3.3 -2 5500 T96 S74 5.75 5.18 6.33 5.5 5.5 -4 5500 T97 S73 5.63 5.06 6.19 6.0 6.0 7 5500 T98 BS74 5.75 5.18 6.33 5.5 5.5 -4 5500 T99 S73 5.63 5.06 6.19 5.3 5.3 -6 5500 T100 S73 5.63 5.06 1 6.19 5.5 5.5 -2 5500 T101 S73 5.63 5.06 6.19 5.5 5.5 -2 5500 T102 S73 5.63 5.06 6.19 5.5 5.5 -2 5500 T103 BS75 6.00 5.40 6.60 5.5 5.5 -8 5500 T104 S74 5.75 5.18 1 6.33 5.5 5.5 -4 5500 T105 S73 5.63 5.06 6.19 5.5 5.5 -2 5500 T106 S73 5.63 5.06 6.19 5.5 5.5 -2 5500 T107 S73 5.63 5.06 6.19 5.5 5.5 -2 5500 T108 BS75 6.00 5.40 1 6.60 6.3 6.3 5 5500 T109 S74 5.75 5.18 6.33 5.3 5.3 -8 5500 T110 S72 5.50 4.95 6.05 5.5 5.5 0 5500 T111 S72 5.50 4.95 6.05 5.5 5.5 0 5500 T112 S72 5.50 4.95 6.05 5.8 5.8 5 5500 T113 BS75 6.00 5.40 6.60 5.5 5.5 -8 5500 *T114 S74 5.75 5.18 6.33 1 6.0 1 6.0 4 5500 T115 S65 5.13 4.61 5.64 J 5.0 1 5.0 1 -2 55 0 Page 1 of www.dallasfargo.com Checked B,r- F ARGO CONSUETANTS, INC, 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.: PHI-3671/PSL-3543 Gauge No.: R -72/R-129 Location: Floor Slab Building 1 (Type 7) Pour 2A Report Date: 4/3/2017 Stressed Date: 3/23/17-4/3/17 Project No: M16-4962 Calibration Date: 2/22/2017 Pump No.: 362596/337463 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) T116 S65 5.13 4.61 5.64 5.0 5.0 -2 5500 T117 565 5.13 4.61 5.64 5.0 5.0 -2 5500 T118 8566 5.13 4.61 5.64 5.0 5.0 -2 5500 T119 565 5.13 4.61 5.64 5.0 5.0 -2 5500 T120 S72 5.50 4.95 6.05 5.0 5.0 -9 5500 T121 BS73 5.63 5.06 6.19 5.3 5.3 -6 5500 T122 S72 5.50 4.95 6.05 5.0 5.0 -9 5500 T123 S61 4.75 4.28 5.23 5.0 5.0 5 5500 T124 S61 4.75 4.28 5.23 5.0 5.0 5 5500 T125 BS71 5.50 4.95 6.05 5.5 5.5 0 5500 T126 S70 5.38 4.84 5.91 5.5 5.5 2 5500 T127 S70 5.38 4.84 1 5.91 5.0 5.0 -7 5500 T128 S70 5.38 4.84 5.91 5.0 5.0 -7 5500 T129 S70 5.38 4.84 5.91 5.3 5.3 -1 5500 T130 BS73 5.63 5.06 6.19 5.3 5.3 -6 5500 T131 S72 5.50 4.95 6.05 5.3 5.3 -4 5500 T132 S74 5.75 5.18 6.33 5.5 5.5 -4 5500 T133 BS75 6.00 5.40 6.60 5.8 5.8 -3 5500 T134 S74 5.75 5.18 6.33 6.0 6.0 4 5500 T135 S74 5.75 5.18 6.33 5.5 5.5 -4 5500 T136 S74 5.75 5.18 6.33 5.5 5.5 -4 5500 T137 S74 5.75 5.18 6.33 6.0 6.0 4 5500 T138 BS73 5.63 5.06 6.19 5.3 5.3 -6 5500 T139 S72 5.00 4.50 5.50 5.0 5.0 0 5500 T140 S32 2.25 2.03 2.48 2.3 2.3 2 5500 T141 BS33 2.38 2.14 2.61 2.3 1 1 2.3 -3 5500 T142 S32 2.25 2.03 2.48 2.3 1 1 2.3 2 1 5500 Page 2 of 4 www.dallasfargo.com Checked 6y. 1� ARGO CONBUY TANTS Xmc 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.: PHI-3671/PSL-3543 Gauge No.: R-72 / R-129 Location: Floor Slab Building I (Type 7) Pour 2A Report Date: 4/3/2017 Stressed Date: 3/23/17-4/3/17 Project No: M16-4962 Calibration Date: 2/22/2017 Pump No.: 362596/337463 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) T143 5109 8.50 7.65 9.35 8.0 8.0 -6 5500 T144 BS110 8.63 7.76 9.49 8.0 8.0 -7 5500 T145 5109 8.50 7.65 9.35 8.0 8.0 -6 5500 T146 S109 8.50 7.65 9.35 8.0 8.0 -6 5500 T147 5109 8.50 7.65 9.35 8.0 8.0 -6 5500 T148 5109 8.50 7.65 9.35 8.5 8.5 0 5500 T149 BS110 8.63 7.76 9.49 8.0 8.0 -7 5500 T150 5109 8.50 7.65 1 9.35 8.5 8.5 0 5500 T151 5109 8.50 7.65 9.35 8.5 8.5 0 5500 T152 5109 8.50 7.65 9.35 8.5 8.5 0 5500 T153 5109 8.50 7.65 9.35 8.0 8.0 -6 5500 T154 BS110 8.63 7.76 9.49 .............. 9.21 8.5 1 8.5 -1 5500 T155 5108 8.38 7.54 . 8.5 8.5 8.8 1 5500 T156 5108 8.38 7.54 9.21 8.8 8.5 5 5500 T157 5108 8.38 7.54 9.21 8.5 1 5500 T158 DLS117 9.00 8.10 9.90 8.5 0.0 8.5 -6 5500 T159 DLBS118 9.00 8.10 9.90 5.0 4.5 9.5 6 5500 T160 DLS117 9.00 8.10 9.90 5.0 4.5 9.5 6 5500 T161 DLS117 9.00 8.10 1 9.90 5.0 4.5 9.5 6 5500 *T162 DLS120 9.25 8.33 10.18 8.5 0.8 9.3 1 5500 T163 DLBS121 9.38 8.44 10.31 5.0 4.5 9.5 1 5500 T164 DLS120 9.25 8.33 10.18 5.0 5.0 10.0 8 5500 T165 DLS120 9.25 8.33 1 10.18 4.8 5.0 9.8 6 5500 T166 DLBS121 9.38 8.44 10.31 4.8 5.0 9.8 5 5500 T167 DLS120 9.25 8.33 10.18 5.0 5.0 10.0 8 5500 T168 DLS120 9.25 8.33 10.18 4.0 5.0 9.0 -3 5500 T169 DLS120 9.25 8.33 10.18 5.0 5.0 10.0 8 1 5500 Page 3 of 4 www.dallasfargo.com Checked By: A�1�9 0.1-% la2mvio- y. ARGO CONSUT.TANT£i -XN0 FIELD POST TENSION STRESSING RECORD "Revised Report ** Client: JLB Partners, LP Project Name: Grapevine Bluff Apartments Grapevine, Texas Equipment ID: Ram No.: PHI-3671/PSL-3543 Gauge No.: R -72/R-129 2324 Fabens Rd., Dallas, TX 75229 Tel. (214) 352-4100 Fax. (214) 352-4811 Location: Floor Slab Building 1 (Type 7) Pour 2A Report Date: 4/3/2017 Stressed Date: 3/23/17-4/3/17 Project No: M16-4962 Calibration Date: 2/22/2017 Pump No.: 362596/337463 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) T170 DL5117 9.00 8.10 9.90 5.0 4.0 9.0 0 5500 T171 DLS117 9.00 8.10 9.90 5.0 4.0 9.0 0 5500 T172 DLBS118 9.00 8.10 9.90 5.0 4.3 9.3 3 5500 T173 S32 2.25 2.03 2.48 2.3 2.3 2 5500 T174 S32 2.25 2.03 2.48 2.3 2.3 2 5500 T175 BS33 2.38 2.14 2.61 2.3 2.3 -3 5500 T176 S20 1.25 1.13 1.38 1.3 1.3 4 5500 T177 S17 1.00 0.90 1.10 1.0 1.0 0 5500 T178 BS18 1.00 0.90 1.10 1.0 1.0 0 5500 T179 S65 5.13 4.61 5.64 5.0 5.0 -2 5500 T180 S65 5.13 4.61 5.64 5.0 5.0 -2 5500 T181 BS66 5.13 4.61 5.64 5.0 5.0 -2 5500 T182 S36 2.63 2.36 1 2.89 2.5 2.5 -5 5500 T183 S36 2.63 2.36 2.89 2.5 2.5 -5 5500 T184 BS37 2.63 2.36 2.89 2.5 2.5 1 -5 5500 * Revised report reflecting the elongations recorded for the repaired cables on 4/3/17 Page 4 of 4 www.dallasfargo.com Checked By. ai RAM S/N: GAUGE: PUMP S/N: PSL -3543 R-129 337463 CALIBRATION STANDARD: Ready Cable inc. 4416 Keller Hicks Rd., Fort Worth, TX 76244 817.379.6553 Main 817.379.4007 Fax REPORT: EMILIO DATE: P-3500 STRAIN INDICATOR LOAD CELL 50 KIPS 4/3/2017 0148342 070202 Gauge Pressure (PSI) Load Cell Readings Average of Three Readings #1 #2 #3 1,000 6,460 6,600 6,720 6,593 2,000 12,250 12,2-80 12,310 12,280 3,000 18,640 18,662 18,694 18,665 4,000 24,710 24,738 24,760 24,736 5,000 30,400 30,440 30,465 30,435 6,000 36,610 36,650 36,680 1 36,647 40000 35000 LU 30000 U 0 25000 LL 20000 ? 15000 w 10000 LY 5000 0 0 1000 2000 3000 4000 GAUGE PRESSURE (psi) 5000 6000 7000 y = 6.0229x + 479.16 For a stressing force of 33,050 pounds, a gauge pressure of 5,500 is required. TECH: J. Hernandez )R