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HomeMy WebLinkAboutFargo Consultants, Inc. - 5/3/2017 (3)r' ARGO C ONSMIA NTB 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: 5/3/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 5/3/2017 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: 7642-008 Calibration Date: 3/29/2017 Gauge No.: R-1 Pump No.: 360945 Location: Floor Slab Building 12 (Type VI -A) Pour A 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 oda Elongation Final Pressure (PSI) T127 70 5.50 4.95 6.05 5.6 5.6 2 5500 T128 70 5.50 4.95 6.05 5.4 5.4 -2 5500 T129 70 5.50 4.95 6.05 5.4 5.4 -2 5500 T130 70 5.50 4.95 6.05 5.5 5.5 0 5500 T131 70 5.50 4.95 6.05 5.4 5.7 5.4 5.7 -2 1 1 5500 5500 T132 71 5.63 5.07 6.19 T133 71 5.63 5.07 6.19 5.6 5.6 -1 5500 T134 69 5.50 4.95 6.05 5.2 5.2 -5 5500 T135 69 5.50 4.95 1 6.05 5.6 5.6 2 5500 T136 69 5.50 4.95 6.05 5.3 5.3 -4 5500 T137 69 5.50 4.95 6.05 5.3 5.3 -4 5500 T138 1 69 5.50 4.95 6.05 5.5 5.5 0 5500 T139 69 5.50 4.95 6.05 5.4 5.4 -2 5500 T140 69 5.50 4.95 6.05 5.5 5.5 0 5500 T141 69 5.50 4.95 6.05 5.6 5.6 2 5500 T142 71 5.63 5.07 6.19 5.9 5.9 5 5500 T143 71 5.63 5.07 6.19 5.6 5.6 -1 5500 T144 71 5.63 5.07 6.19 5.4 5.4 -4 5500 T145 71 5.63 5.07 6.19 5.4 5.4 -4 5500 T146 71 5.63 5.07 6.19 5.5 5.5 -2 5500 T147 71 5.63 5.07 6.19 5.6 5.6 -1 5500 T148 71 5.63 5.07 6.19 5.5 5.5 -2 5500 T149 59 4.75 4.28 5.23 4.9 4.9 3 5500 T150 59 4.75 4.28 5.23 5.0 5.0 5 5500 T151 68 5.38 4.84 5.91 5.7 5.7 6 5500 T152 68 5.38 4.84 5.91 5.5 5.5 2 5500 T153 67 5.38 4.84 1 5.91 1 5.7 1 5.7 6 1 5500 Page 1 of 4 www.dallasfargo.com Checked B<�I " / / FARGO 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.: 7642-008 Gauge No.: R-1 Location: Floor Slab Building 12 (Type VI -A) Pour A Report Date: 5/3/2017 Stressed Date: 5/3/2017 Project No: M16-4962 Calibration Date: 3/29/2017 Pump No.: 360945 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 T154 68 5.38 4.84 5.91 5.4 5.4 0 5500 T155 68 5.38 4.84 5.91 5.2 5.2 -3 5500 T156 69 5.50 4.95 6.05 5.6 5.6 2 5500 T157 69 5.50 4.95 6.05 6.0 6.0 9 5500 T158 69 5.50 4.95 1 6.05 5.1 5.1 1 -7 5500 T159 69 5.50 4.95 6.05 5.7 5.7 4 5500 T160 69 5.50 4.95 6.05 5.5 5.5 0 5500 T161 69 5.50 4.95 6.05 5.4 5.4 -2 5500 T162 69 5.50 4.95 1 6.05 5.9 5.9 7 5500 T163 69 5.50 4.95 6.05 5.4 5.4 -2 5500 T164 69 5.50 4.95 6.05 5.5 5.5 0 5500 T165 69 5.50 4.95 6.05 5.4 5.4 -2 5500 T166 30 2.25 2.03 2.48 2.3 2.3 2 5500 T167 30 2.25 2.03 2.48 2.3 2.3 2 5500 T168 30 2.25 2.03 2.48 2.4 2.4 7 5500 T169 90 7.13 6.42 7.84 7.1 7.1 0 5500 T170 90 7.13 6.42 1 7.84 7.0 7.0 -2 5500 T171 90 7.13 6.42 7.84 7.0 7.0 -2 5500 T172 90 7.13 6.42 7.84 7.6 7.6 7 5500 T173 90 7.13 6.42 7.84 7.4 7.4 4 5500 T174 90 7.13 6.42 7.84 7.5 7.5 5 5500 T175 90 7.13 6.42 7.84 7.6 7.6 7 5500 T176 90 7.13 6.42 7.84 7.5 7.5 5 5500 T177 90 7.13 6.42 7.84 7.4 7.4 4 5500 T178 90 7.13 6.42 7.84 7.2 7.2 1 5500 T179 90 1 7.13 6.42 7.84 1 7.3 7.3 2 5500 T180 90 7.13 6.42 7.84 7.0 7.0 -2 5500 Page 2 of 4 www.dallasfargo.com Checked By� r A'EROO CONKUXTANTS, TNN 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.: 7642-008 Gauge No.: R-1 Location: Floor Slab Building 12 (Type VI -A) Pour A Report Date: 5/3/2017 Stressed Date: 5/3/2017 Project No: M16-4962 Calibration Date: 3/29/2017 Pump No.: 360945 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) T181 90 7.13 6.42 7.84 7.3 7.3 2 5500 T182 89 7.13 6.42 7.84 7.6 7.6 7 5500 T183 96 7.63 6.87 8.39 7.5 7.5 -2 5500 T184 96 7.63 6.87 8.39 7.6 7.6 0 5500 T185 96 7.63 6.87 1 8.39 7.7 7.7 1 5500 T186 96 7.63 6.87 8.39 7.9 7.9 3 5500 T187 140 11.13 10.02 12.24 10.9 0.0 10.9 -2 5500 T188 140 11.13 10.02 12.24 1 11.1 0.4 11.5 4 5500 T189 140 11.13 10.02 12.24 11.0 0.4 11.4 2 5500 T190 140 11.13 10.02 12.24 11.1 0.6 11.7 5 5500 T191 140 11.13 10.02 12.24 10.9 0.5 11.4 2 5500 T192 145 11.63 10.47 12.79 11.1 0.8 11.9 3 5500 T193 145 11.63 10.47 12.79 11.3 0.7 12.0 3 5500 T194 145 11.63 10.47 12.79 10.9 0.0 10.9 -6 5500 T195 145 11.63 10.47 12.79 11.5 0.5 12.0 3 5500 T196 145 11.63 10.47 12.79 11.3 0.4 11.7 0 5500 T197 145 11.63 10.47 12.79 11.0 0.4 11.4 -2 5500 T198 142 11.38 10.24 12.51 10.9 0.0 10.9 -4 5500 T199 140 11.13 10.02 12.24 11.1 0.0 11.1 0 5500 T200 140 11.13 10.02 12.24 11.0 0.0 11.0 -1 5500 T201 140 11.13 10.02 12.24 10.9 0.0 10.9 -2 5500 T202 30 2.25 2.03 2.48 2.3 2.3 0 5500 T203 30 2.25 2.03 1 2.48 2.4 2.4 6 5500 T204 30 2.25 2.03 2.48 2.4 2.4 7 5500 T205 104 8.25 7.43 9.08 7.6 0.5 8.1 -2 5500 T206 104 1 8.25 7.43 9.08 8.1 0.4 8.5 1 3 5500 T206-1 104 1 8.25 7.43 1 9.08 1 7.9 1 0.4 1 8.3 1 1 5500 Page 3 of 4 www.dallasfargo.com Checked By:--N� 2324 Fabens Rd., Dallas, TX 75229 Tel. (214) 352-4100 Fax. (214) 352-4811 AZIGO CSONSUI.TANTS, X N 0 FIELD POST TENSION STRESSING RECORD Client: JLB Partners, LP Report Date: 5/3/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 5/3/2017 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: 7642-008 Calibration Date: 3/29/2017 Gauge No.: R-1 Pump No.: 360945 Location: Floor Slab Building 12 (Type VI -A) Pour A 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) T206-2 104 8.25 7.43 9.08 8.1 0.5 8.6 4 5500 T207 43 3.38 3.04 3.72 3.5 3.5 4 5500 T208 43 3.38 3.04 3.72 3.2 3.2 -5 5500 T209 43 3.38 3.04 3.72 3.1 3.1 -8 5500 T210 34 2.63 2.37 2.89 2.8 2.8 6 5500 T211 34 2.63 2.36 2.89 2.8 2.8 7 5500 T212 34 2.63 2.36 2.89 2.6 2.6 -1 5500 T213 34 2.63 2.36 2.89 2.5 2.5 -5 5500 T214 1 34 2.63 2.36 2.89 2.6 2.6 -1 5500 T215 34 2.63 2.36 2.89 2.5 2.5 -5 5500 T216 34 2.63 2.36 2.89 2.5 2.5 -5 5500 T217 34 2.63 2.36 2.89 2.6 2.6 -1 5500 T218 34 2.63 2.36 2.89 2.5 2.5 -5 5500 T219 34 2.63 2.36 2.89 2.6 2.6 -1 5500 T220 34 2.63 2.36 1 2.89 2.5 2.5 -5 5500 T221 1 34 2.63 2.36 2.89 2.7 2.7 3 5500 T222 34 2.63 2.36 2.89 1 2.6 2.6 -1 5500 T223 34 2.63 2.36 2.89 2.5 2.5 -5 5500 T224 34 2.63 2.36 2.89 2.6 2.6 -1 5500 T225 1 34 2.63 2.36 2.89 2.7 2.7 1 3 5500 T226 34 2.63 2.36 2.89 1 2.7 2.7 3 5500 T227 34 1 2.63 1 2.36 2.89 2.7 2.7 3 5500 T228 34 1 2.63 1 2.36 2.89 2.6 1 2.6 -1 5500 Page 4 of 4 www.dallasfargo.com Checked By: RCi Ready Cable inc. 4416 Keller Hicks Rd., Fort Worth, TX 76244 817.379.6553 Main 817.379.4007 Fax REPORT: RUBEN RAM S/N: 07642-008 GAUGE: R-1 PUMP S/N: 360945 DATE: 3/29/2017 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 6,440 6,580 6,700 6,573 2,000 12,520 12,660 12,780 12,653 3,000 18,360 18,500 18,640 18,500 4,000 24,480 24,600 24,760 24,613 5,000 30,280 30,400 30,540 30,407 6,000 36,360 1 36,500 1 36,640 36,500 40000 w 35000 a LU 30000 � 25000 O 20000 N 15000 W 10000 H 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. 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