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HomeMy WebLinkAboutFargo Consultants, Inc. - 3/24/2017 (3)r i'ARG_Q CONSULTANTS INC 1 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.: PHI -3671 Gauge No.: R-72 Location: Floor Slab Building 1 (Type 7) Pour 2A Report Date: 3/24/2017 Stressed Date: 3/23/2017 Project No: M16-4962 Calibration Date: 2/22/2017 Pump No.: 362596 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) 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 6.19 5.5 5.5 -2 5500 T94 S73 5.63 5.06 1 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 1 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 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 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 1 -2 5500 T107 S73 5.63 5.06 6.19 5.5 5.5 -2 5500 T108 BS75 6.00 5.40 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 1 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 T115 S65 5.13 1 4.61 1 5.64 1 5.0 5.0 1 -2 5500 Page 1 of 4 www.dallasfargo.com Checked By: v I d FAROO CobroltmTANTB 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.: PHI -3671 Gauge No.: R-72 Location: Floor Slab Building 1 (Type 7) Pour 2A Report Date: 3/24/2017 Stressed Date: 3/23/2017 Project No: M16-4962 Calibration Date: 2/22/2017 Pump No.: 362596 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 S65 5.13 4.61 5.64 5.0 5.0 -2 5500 T118 BS66 5.13 4.61 5.64 5.0 5.0 -2 5500 T119 S65 5.13 4.61 5.64 5.0 1 5.0 -2 5500 T120 S72 5.50 4.95 6.05 5.0 5.0 -9 5500 T121 BS73 5.63 5.06 1 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 1 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 1 5.91 5.5 5.5 1 2 5500 T127 S70 5.38 4.84 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 1 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 2.3 -3 5500 T142 S32 2.25 2.03 1 2.48 2.3 2.3 2 5500 Page 2 of 4 www.dallasfargo.com ' hJ Checked By: V�) r' MA1400 001991i7LTANTSS 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.: PHI -3671 Gauge No.: R-72 Location: Floor Slab Building 1 (Type 7) Pour 2A Report Date: 3/24/2017 Stressed Date: 3/23/2017 Project No: M16-4962 Calibration Date: 2/22/2017 Pump No.: 362596 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 1 9.35 8.0 8.0 -6 5500 T148 S109 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 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 8.5 8.5 -1 5500 T155 5108 8.38 7.54 9.21 8.5 8.5 1 5500 T156 S108 8.38 7.54 9.21 8.8 8.8 5 5500 T157 5108 8.38 7.54 9.21 8.5 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 1 5.0 4.5 9.5 6 5500 T161 DLS117 9.00 8.10 9.90 5.0 4.5 9.5 6 5500 T162 DLS120 9.25 8.33 10.18 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 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 1 9.25 8.33 10.18 4.0 5.0 1 9.0 -3 1 5500 T169 DLS120 1 9.25 8.33 10.18 5.0 1 5.0 1 10.0 8 1 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 Client: JLB Partners, LP Project Name: Grapevine Bluff Apartments Grapevine, Texas Equipment ID: Ram No.: PHI -3671 Gauge No.: R-72 Location: Floor Slab Building 1 (Type 7) Pour 2A Report Date: 3/24/2017 Stressed Date: 3/23/2017 Project No: M16-4962 Calibration Date: 2/22/2017 Pump No.: 362596 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 DLS117 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 1 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 2.89 2.5 2.5 -5 5500 T183 S36 2.63 1 2.36 2.89 2.5 2.5 1 -5 5500 T184 BS37 1 2.63 2.36 2.89 2.5 1 2.5 -5 5500 * Repair Required. Page 4 of 4 www.dallasfargo.com Checked By.. ai Ready Cable ine. 4416 Keller Hicks Rd., Fort Worth, TX 76244 817.379.6553 Main 817.379.4007 Fax REPORT: EMILIO RAM S/N: PHI -3671 GAUGE: R-72 PUMP S/N: 362596 DATE: 2/22/2017 CALIBRATION STANDARD: P-3500 STRAIN INDICATOR 0148342 LOAD CELL 50 KIPS 070202 Gauge Pressure (PSI) Load Cell Readings Average of Three Readings #1 #2 #3 1,000 6,400 6,540 6,660 6,533 2,000 12,720 12,840 12,980 12,847 3,000 18,600 18,720 18,860 18,727 4,000 24,660 24,780 24,900 24,780 5,000 30,420 30,540 30,660 30,540 6,000 36,680 36,800 36,940 36,807 40000 y 35000 a w 30000 � 25000 O 20000 15000 Cn Ui 10000 F U) 5000 0 0 1000 2000 3000 4000 GAUGE PRESSURE (psi) 5000 6000 7000 For a stressing force of 33,050 pounds, a gauge pressure of 5,500 is required. TECH: J. Hernandez Y = 6.0143x + 655.56