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HomeMy WebLinkAboutFargo Consultants, Inc. - 7/11/2017 (3)war TWTLO0 00NSUETANTS 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 Report Date: 7/11/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 6/26/17-7/10/17 Grapevine, Texas Project No: MI6 -4962 Equipment ID: Ram No.: PSL -3230/3570 Calibration Date: 6/15/17-4/4/17 Gauge No.: R -129/R-156 Pump No.: 337463/367282 Location: Floor Slab Building 3 (Type I-1) 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) T97 26 1.88 1.69 2.07 2.0 2.0 6 5500 T98 26 1.88 1.69 2.07 2.0 2.0 6 5500 T99 26 1.88 1.69 2.07 2.0 2.0 6 5500 T100 26 1.88 1.69 2.07 2.0 2.0 6 5500 T101 35 2.63 2.37 1 2.89 2.6 2.6 -1 5500 T102 35 2.63 2.37 2.89 2.7 2.7 3 5500 T103 37 2.88 2.59 3.17 2.9 2.9 1 5500 T104 40 3.13 2.82 3.44 3.2 3.2 2 5500 T105 69 5.50 4.95 6.05 5.5 5.5 0 5500 T106 69 5.50 4.95 6.05 5.8 5.8 5 5500 T107 69 5.50 4.95 6.05 5.8 5.8 5 5500 T108 69 5.50 4.95 6.05 5.6 5.6 2 5500 T109 69 5.50 4.95 6.05 5.7 5.7 4 5500 T110 16 1.00 0.90 1.10 1.0 1.0 0 5500 *T111 16 1.00 0.90 1.10 1.0 1.0 0 5500 T112 20 1.38 1.24 1.52 1.4 1.4 1 5500 T113 68 5.38 4.84 5.92 5.5 5.5 2 5500 T114 68 5.38 4.84 1 5.92 5.8 5.8 8 5500 T115 63 5.00 4.50 5.50 5.3 5.3 6 5500 T116 63 5.00 4.50 5.50 5.4 5.4 8 5500 T117 63 5.00 4.50 5.50 5.3 5.3 6 5500 T118 69 5.50 4.95 6.05 5.5 5.5 0 5500 T119 69 5.50 4.95 6.05 5.8 5.8 5 5500 T120 69 5.50 4.95 6.05 5.5 5.5 0 5500 T121 69 5.50 4.95 6.05 5.6 5.6 2 5500 T122 1 69 1 5.50 4.95 1 6.05 5.5 1 5.5 1 0 1 5500 T123 1 71 1 5.63 1 5.07 1 6.19 1 5.9 1 5.9 1 5 1 5500 `�1 Page 1 of 4 www.dallasfargo.com Checked By: �100'0- rAnaaoNSUL-rAtgTSINC, 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.: PSL -3230/3570 Gauge No.: R -129/R-156 Location: Floor Slab Building 3 (Type I-1) POUR 1 Report Date: 7/11/2017 Stressed Date: 6/26/17-7/10/17 Project No: M16-4962 Calibration Date: 6/15/17-4/4/17 Pump No.: 337463/367282 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 T124 71 5.63 5.07 6.19 5.9 5.9 5 5500 T125 69 5.50 4.95 6.05 5.8 5.8 5 5500 T126 69 5.50 4.95 6.05 5.9 5.9 7 5500 T127 69 5.50 4.95 6.05 5.8 5.8 5 5500 T128 70 5.50 4.95 6.05 5.9 5.9 7 5500 T129 25 1.88 1.69 1 2.07 2.0 2.0 6 5500 T130 25 1.88 1.69 2.07 1.8 1.8 -4 5500 T131 25 1.88 1.69 2.07 1.8 1.8 -4 5500 T132 70 5.50 4.95 6.05 1 5.9 5.9 7 5500 T133 70 5.50 4.95 6.05 5.9 5.9 7 5500 T134 58 4.63 4.17 5.09 4.6 4.6 -1 5500 T135 58 4.63 4.17 1 5.09 4.5 4.5 -3 5500 T136 71 5.63 5.07 6.19 5.5 5.5 1 -2 5500 T137 71 5.63 5.07 6.19 5.8 5.8 3 5500 T138 68 5.38 4.84 5.92 5.6 5.6 4 5500 T139 68 5.38 4.84 5.92 5.5 5.5 2 5500 T140 68 5.38 4.84 5.92 5.5 5.5 2 5500 T141 68 5.38 4.84 5.92 5.5 5.5 2 5500 T142 68 5.38 4.84 5.92 5.4 5.4 0 5500 T143 74 6.00 5.40 6.60 6.0 6.0 0 5500 T144 74 6.00 5.40 6.60 6.0 6.0 0 5500 T145 71 5.63 5.07 6.19 5.8 5.8 3 5500 T146 71 5.63 5.07 6.19 5.5 5.5 -2 5500 T147 71 5.63 5.07 6.19 5.5 5.5 -2 5500 T148 71 5.63 5.07 6.19 5.8 5.8 3 5500 T149 71 5.63 1 5.07 1 6.19 1 5.8 5.8 3 5500 T150 14 1 0.88 1 0.79 1 0.96 1 0.9 0.9 1 3 1 5100 Page 2 of 4 www.dallasfargo.com Checked By: 'FARGO CONSUZMANTg INU 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.: PSL -3230/3570 Gauge No.: R -129/R-156 Location: Floor Slab Building 3 (Type I -I) POUR I Report Date: 7/11/2017 Stressed Date: 6/26/17-7/10/17 Project No: M16-4962 Calibration Date: 6/15/17-4/4/17 Pump No.: 337463/367282 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) T151 14 0.88 0.79 0.96 0.9 0.9 3 5500 T152 30 2.25 2.03 2.48 2.3 2.3 1 2 5500 T153 30 2.25 2.03 2.48 2.3 2.3 2 5500 T154 30 2.25 2.03 2.48 2.3 2.3 2 5500 T155 1 30 2.25 2.03 2.48 2.4 2.4 7 5500 T156 109 8.75 7.88 9.63 9.0 9.0 3 5500 T157 109 8.75 7.88 9.63 9.3 9.3 6 5500 T158 109 8.75 7.88 9.63 9.0 9.0 3 5500 T159 109 8.75 7.88 9.63 9.2 9.2 5 5500 T160 109 8.75 7.88 9.63 9.0 9.0 3 5500 T161 111 8.88 7.99 9.77 9.0 9.0 1 5500 T162 111 8.88 7.99 9.77 8.9 8.9 0 5500 T163 111 8.88 7.99 9.77 9.2 9.2 4 5500 T164 111 8.88 7.99 9.77 9.2 9.2 4 5500 T165 111 8.88 7.99 9.77 9.0 9.0 1 5500 T166 111 8.88 7.99 9.77 9.0 9.0 1 5500 T167 111 8.80 7.92 1 9.68 8.8 8.8 0 5500 T168 101 8.13 7.32 8.94 8.3 8.3 2 5500 T169 101 8.13 7.32 8.94 8.0 8.0 -2 5500 T170 101 8.13 7.32 8.94 8.2 8.2 1 5500 T171 101 8.13 7.32 8.94 8.2 8.2 1 5500 T172 101 8.13 7.32 8.94 8.0 8.0 -2 5500 T173 90 7.13 6.42 7.84 7.5 7.5 5 5500 T174 90 7.13 6.42 7.84 7.4 7.4 4 5500 T175 90 7.13 6.42 7.84 7.4 7.4 4 5500 T176 90 7.13 6.42 1 7.84 1 7.5 7.5 5 5500 T177 1 90 1 7.13 J. 6.42 1 7.84 1 7.3 1 7.3 2 1 5500 11 Page 3 of www.dallasfargo.com Checked By: ;�� Ge-, pRGO tsOUSULWANTS xxarG 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.: PSL -3230/3570 Gauge No.: R -129/R-156 Location: Floor Slab Building 3 (Type I-1) POUR 1 Report Date: 7/11/2017 Stressed Date: 6/26/17-7/10/17 Project No: M16-4962 Calibration Date: 6/15/17-4/4/17 Pump No.: 337463/367282 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 oho Elongation Final Pressure (PSI) T178 90 7.13 6.42 7.84 7.2 7.2 1 5500 T179 90 7.13 6.42 7.84 7.2 7.2 1 5500 T180 90 7.13 6.42 7.84 7.0 7.0 -2 5500 T181 90 7.13 6.42 7.84 7.2 7.2 1 5500 T182 1 90 7.13 6.42 7.84 7.0 7.0 -2 5500 T183 30 2.25 2.03 2.48 2.3 2.3 2 5500 T184 30 2.25 2.03 2.48 2.3 2.3 2 5500 T185 51 1 4.00 3.60 4.40 1 4.0 1 1 4.0 1 0 1 5500 T186 51 1 4.00 1 3.60 4.40 1 4.1 1 1 4.1 1 2 1 5500 Revised report reflecting the elongation recorded for * Repaired Cable stressed on 7/10/17. Page 4 of 4 www.dallasfargo.com Checked By: �J� ai Ready Cable ine. 4416 Keller Hicks Rd., Fort Worth, TX 76244 817.379.6553 Main 817.379.4007 Fax REPORT: JORGE RAM S/N: 3570 GAUGE: R-156 PUMP S/N: 367282 DATE: 4/4/2017 CALIBRATION STANDARD: P-3500 STRAIN INDICATOR 0148342 LOAD CELL 50 KIPS 070202 Gauge Pressure (PSI) Load Cell Readings Average of Three Readings #1 #2 1 #3 1,000 6,280 6,400 6,540 6,407 2,000 12,520 12,660 12,780 12,653 3,000 18,480 18,600 18,740 18,607 4,000 24,360 24,500 24,620 24,493 5,000 30,580 30,700 30,840 1 30,707 6,000 36,680 36,800 36,960 36,813 40000 N 35000 a LU 30000 X 25000 O LL 20000 15000 LLJ 10000 H co 5000 0 0 1000 2000 3000 4000 GAUGE PRESSURE (psi) 5000 6000 For a stressing force of 33,050 pounds, a gauge pressure of 5,500 is required. TECH: J. Hernandez 7000 Y = 6 0594x + 405 33