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HomeMy WebLinkAboutFargo Consultants, Inc. - 5/15/2017 (2)ARGO CONSUMTANT# 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 11 (Type N) Report Date: 5/15/2017 Stressed Date: 5/15/2017 Project No: M16-4962 Calibration Date: 3/24/2888 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) T1 30 2.25 2.03 2.48 2.2 2.2 -2 5500 T2 30 2.25 2.03 2.48 2.3 2.3 2 5500 T3 129 10.38 9.34 11.42 9.5 0.5 10.0 -4 5500 T4 129 10.38 9.34 11.42 9.6 0.3 9.9 -5 5500 T5 130 10.38 9.34 11.42 1 9.5 0.8 10.3 -1 5500 T6 130 10.38 9.34 11.42 9.5 1.0 10.5 1 5500 T7 130 10.38 9.34 11.42 9.5 0.9 10.4 0 5500 T8 130 10.38 9.34 11.42 9.8 0.9 10.7 3 5500 T9 130 10.38 9.34 11.42 9.5 1.0 10.5 1 5500 T10 130 10.38 9.34 11.42 10.0 0.5 10.5 1 5500 T11 130 10.38 9.34 11.42 9.5 1.0 10.5 1 5500 T12 130 10.38 9.34 11.42 9.6 0.8 10.4 0 5500 T13 130 10.38 9.34 11.42 9.5 0.8 10.3 -1 5500 T14 134 10.75 9.68 11.83 9.5 0.8 10.3 -4 5500 T15 134 10.75 9.68 11.83 9.5 1.0 10.5 -2 5500 T16 134 10.75 9.68 11.83 10.0 0.9 10.9 1 5500 T17 134 10.75 9.68 11.83 9.9 0.8 10.7 0 5500 T18 134 10.75 9.68 11.83 9.0 1.1 10.1 -6 5500 T19 134 10.75 9.68 1 11.83 10.0 0.9 10.9 1 5500 T20 134 10.75 9.68 11.83 10.0 1.0 11.0 2 5500 T21 134 10.75 9.68 11.83 10.1 1.0 11.1 3 5500 T22 134 10.75 9.68 11.83 10.0 1.3 11.3 5 5500 T23 134 10.75 9.68 1 11.83 10.0 1.5 11.5 7 5500 T24 134 10.75 9.68 11.83 9.9 1.1 11.0 2 5500 T25 134 10.75 9.68 11.83 10.0 1.0 11.0 2 5500 T26 134 1 10.75 9.68 11.83 9.9 1 1.0 10.9 1 5500 T27 1 140 1 11.13 10.02 1 12.24 1 10.0 1 0.9 10.9 -2 5500 Page 1 of 5 www.dallasfargo.com Checked By. r■ 1 _ FAR00 CONSi7L7AN'rS, 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 11 (Type N) Report Date: 5/15/2017 Stressed Date: 5/15/2017 Project No: M16-4962 Calibration Date: 3/24/2888 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) T28 140 11.13 10.02 12.24 10.0 1.3 11.3 2 5500 T29 140 11.13 10.02 12.24 10.2 1.1 11.3 2 5500 T30 140 11.13 10.02 12.24 10.0 1.3 11.3 2 5500 T31 140 11.13 10.02 12.24 10.2 1.2 11.4 2 5500 T32 140 11.13 10.02 12.24 10.2 1.2 11.4 2 5500 T33 140 11.13 10.02 12.24 10.1 1.3 11.4 2 5500 T34 35 2.63 2.37 2.89 2.6 2.6 -1 5500 T35 35 2.63 2.37 2.89 2.8 2.8 6 5500 T36 21 1.50 1.35 1.65 1.6 1.6 7 5500 T37 21 1.50 1.35 1.65 1.5 1.5 0 5500 T38 21 1.50 1.35 1.65 1.5 1.5 0 5500 T39 21 1.50 1.35 1.65 1.6 1.6 7 5500 T40 47 3.75 3.38 4.13 3.8 3.8 1 5500 T41 34 2.63 2.37 2.89 2.8 2.8 6 5500 T42 73 5.88 5.29 6.47 6.0 6.0 2 5500 T43 73 5.88 5.29 6.47 6.0 6.0 2 5500 T44 71 5.63 5.07 6.19 5.8 5.8 3 5500 T45 71 5.63 5.07 1 6.19 5.9 5.9 5 5500 T46 71 5.63 5.07 6.19 5.9 5.9 5 5500 T47 49 3.88 3.49 4.27 4.0 4.0 3 5500 T48 71 5.63 5.07 6.19 5.8 5.8 3 5500 T49 74 6.00 5.40 6.60 5.8 5.8 -3 5500 T50 74 6.00 5.40 6.60 5.9 5.9 -2 5500 T51 68 5.38 4.84 5.92 5.6 5.6 4 5500 T52 68 5.38 4.84 5.92 5.6 5.6 4 5500 T53 68 5.38 4.84 5.92 5.4 5.4 0 5500 T54 68 5.38 4.84 5.92 5.5 5.5 1 2 5500 Page 2 of 5 www.dallasfargo.com Checked 415A r' ARGO CONSULTANTS, ](NO 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 11 (Type N) Report Date: 5/15/2017 Stressed Date: 5/15/2017 Project No: M16-4962 Calibration Date: 3/24/2888 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) T55 68 5.38 4.84 5.92 5.5 5.5 2 5500 T56 68 5.38 4.84 5.92 5.5 5.5 2 5500 T57 71 5.63 5.07 6.19 5.9 5.9 5 5500 T58 71 5.63 5.07 6.19 5.8 5.8 3 5500 T59 60 4.75 4.28 5.23 5.1 5.1 7 5500 T60 60 4.75 4.28 5.23 5.0 5.0 5 5500 T61 69 5.50 4.95 6.05 5.5 5.5 0 5500 T62 69 5.50 4.95 6.05 5.4 5.4 -2 5500 T63 68 5.38 4.84 5.92 5.6 5.6 4 5500 T64 68 5.38 4.84 5.92 5.6 5.6 4 5500 T65 68 5.38 4.84 5.92 5.5 5.5 2 5500 T66 70 5.50 4.95 6.05 5.8 5.8 5 5500 T67 70 5.50 4.95 6.05 5.5 5.5 0 5500 T68 68 5.38 4.84 5.92 5.6 5.6 1 4 5500 T69 68 5.38 4.84 5.92 5.5 5.5 2 5500 T70 68 5.38 4.84 5.92 5.7 5.7 6 5500 T71 68 5.38 4.84 5.92 5.4 5.4 0 5500 T72 68 5.38 4.84 5.92 5.5 5.5 2 5500 T73 68 5.38 4.84 1 5.92 5.5 5.5 2 5500 T74 68 5.38 4.84 5.92 5.6 5.6 4 5500 T75 68 5.38 4.84 5.92 5.5 5.5 2 5500 T76 70 5.50 4.95 6.05 5.6 5.6 2 5500 T77 70 5.50 4.95 1 6.05 5.6 5.6 2 5500 T78 68 5.38 4.84 5.92 5.7 5.7 6 5500 T79 68 5.38 4.84 5.92 5.6 5.6 4 5500 T80 68 5.38 4.84 5.92 5.6 1 1 5.6 4 5500 T81 69 5.50 4.95 6.05 5.6 J 1 5.6 2 5500 Page 3 of 5 www.dallasfargo.com Checked By:zo� r" A*L00 C QNgT iiLTANTSx 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 11 (Type IV) Report Date: 5/15/2017 Stressed Date: 5/15/2017 Project No: M16-4962 Calibration Date: 3/24/2888 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) T82 69 5.50 4.95 6.05 5.5 5.5 0 5500 T83 60 4.75 4.28 1 5.23 5.1 5.1 7 5500 T84 60 4.75 4.28 5.23 5.1 5.1 7 5500 T85 71 5.63 5.07 6.19 5.5 5.5 -2 5500 T86 71 5.63 5.07 6.19 5.6 5.6 -1 5500 T87 68 5.38 4.84 5.92 5.4 5.4 0 5500 T88 68 5.38 4.84 5.92 5.6 5.6 4 5500 T89 68 5.38 4.84 5.92 5.5 5.5 2 5500 T90 68 5.38 4.84 5.92 5.4 5.4 0 5500 T91 68 5.38 4.84 1 5.92 5.5 5.5 2 5500 T92 68 5.38 4.84 5.92 5.5 5.5 2 5500 T93 74 6.00 5.40 6.60 5.9 5.9 -2 5500 T94 74 6.00 5.40 6.60 6.1 6.1 2 5500 T95 71 5.63 5.07 6.19 5.8 5.8 3 5500 T96 71 5.63 5.07 6.19 5.8 5.8 1 3 5500 T97 49 3.88 3.49 4.27 4.0 4.0 3 5500 T98 71 5.63 5.07 1 6.19 5.5 5.5 -2 5500 T99 71 5.63 5.07 6.19 5.6 5.6 -1 5500 T100 73 5.88 5.29 6.47 5.9 5.9 1 0 5500 T101 73 5.88 5.29 6.47 5.9 5.9 0 5500 T102 21 1.50 1.35 1.65 1.6 1.6 7 5500 T103 21 1.50 1.35 1.65 1.5 1.5 0 5500 T104 17 1.13 1.02 1.24 1.2 1.2 6 5500 T105 51 4.00 3.60 1 4.40 4.0 4.0 0 5500 T106 51 4.00 3.60 4.40 4.2 4.2 5 5500 T107 51 4.00 3.60 4.40 4.2 4.2 1 5 5500 T108 35 2.63 2.37 2.89 2.5 2.5 -5 5500 Page 4 of 5 www.dallasfargo.com Checked By: I� d !FAR.no coNsui.rAN'l-S, 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 11 (Type IV) Report Date: 5/15/2017 Stressed Date: 5/15/2017 Project No: M16-4962 Calibration Date: 3/24/2888 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) T109 17 1.13 1.02 1.24 1.2 1.2 6 5500 T110 35 2.63 2.37 1 2.89 2.5 2.5 -5 5500 T111 21 1.50 1.35 1.65 1.5 1.5 0 5500 T112 21 1.50 1.35 1.65 1.6 1.6 7 5500 T112 47 3.75 3.38 4.13 4.0 4.0 7 5500 T113 47 3.75 3.38 4.13 3.5 3.5 -7 5500 T114 34 2.63 2.37 2.89 2.5 2.5 -5 5500 T115 1 34 1 2.63 2.37 2.89 1 2.5 2.5 1 -5 5500 Page 5 of 5 www.dallasfargo.com ow-w-Simol CR i Ready Cable ine. 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 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 36,500 1 36,640 36,500 40000 35000 a w 30000 25000 O 20000 Z 15000 w W 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: 3. Hernandez y = 5.9716x + 640.44