Loading...
HomeMy WebLinkAboutFargo Consultants, Inc. - 5/15/2017 (3)t L ARGO 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 B Report Date: 5/15/2017 Stressed Date: 5/15/2017 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) T1 25 1.88 1.69 2.07 2.0 2.0 6 5500 T2 1 25 1.88 1.69 2.07 2.0 2.0 1 6 5500 T233 19 1.38 1.24 1.52 1.4 1.4 1 5500 T234 19 1.38 1.24 1.52 1.5 1.5 9 5500 T5 70 5.50 4.95 6.05 5.5 5.5 0 5500 T6 70 5.50 4.95 6.05 5.5 5.5 1 0 5500 T7 72 5.75 5.18 1 6.33 6.0 6.0 4 5500 T8 72 5.75 5.18 6.33 6.0 6.0 4 5500 5500 T9 72 5.75 5.18 6.33 6.2 6.2 8 T10 72 5.75 5.18 6.33 6.0 6.0 4 5500 T11 72 5.75 5.18 6.33 6.47 6.2 6.1 6.2 8 5500 5500 T12 73 5.88 5.29 6.1 4 T13 76 6.13 5.52 6.74 6.2 6.2 1 5500 T14 76 6.13 5.52 6.74 6.2 6.2 1 5500 T15 73 5.88 5.29 6.47 6.0 6.0 2 5500 T16 73 5.88 5.29 6.47 6.0 6.0 2 5500 T17 73 5.88 5.29 6.47 6.0 6.0 2 5500 T18 73 5.88 5.29 6.47 6.0 6.0 2 5500 T19 71 5.63 5.07 6.19 5.8 5.8 3 5500 T20 71 5.63 5.07 6.19 5.8 5.8 3 5500 T21 13 0.75 0.68 0.83 0.8 0.8 7 5500 T22 13 0.75 0.68 1 0.83 0.8 0.8 7 5500 T23 66 5.25 4.73 5.78 5.5 5.5 5 5500 T24 66 5.25 4.73 5.78 5.5 5.5 5 5500 T25 82 6.50 5.85 7.15 7.0 7.0 8 5500 T26 87 7.00 6.30 7.70 7.0 7.0 0 5500 T27 1 87 7.00 1 6.30 1 7.70 7.0 7.0 0 5500 Page 1 of 5 www.dallasfargo.com Checked By. I I 0, ARCIO 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 B Report Date: 5/15/2017 Stressed Date: 5/15/2017 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) T28 87 7.00 6.30 7.70 7.4 7.4 6 5500 T29 87 7.00 6.30 7.70 7.0 7.0 0 5500 T30 87 7.00 6.30 7.70 7.4 7.4 6 5500 T31 87 7.00 6.30 7.70 7.2 7.2 3 5500 T32 87 7.00 6.30 7.70 7.1 7.1 1 5500 T33 86 6.88 6.19 7.57 6.8 6.8 -1 5500 T34 87 7.00 6.30 7.70 6.5 6.5 -7 5500 T35 87 7.00 6.30 7.70 6.9 6.9 -1 5500 T36 87 7.00 6.30 7.70 7.2 7.2 3 5500 T37 87 7.00 6.30 7.70 7.1 7.1 1 5500 T38 130 10.38 9.34 11.42 10.4 10.4 0 5500 T39 130 10.38 9.34 11.42 10.8 10.8 4 5500 T40 130 10.38 9.34 11.42 10.8 10.8 4 5500 T41 130 10.38 9.34 11.42 10.9 10.9 5 5500 T42 130 10.38 9.34 11.42 10.6 10.6 2 5500 T43 137 11.00 9.90 12.10 11.1 11.1 1 5500 T44 137 11.00 9.90 12.10 10.9 10.9 -1 5500 T45 136 10.88 9.79 11.97 11.6 11.6 7 5500 T46 136 10.88 9.79 11.97 10.9 10.9 0 5500 T47 136 10.88 9.79 11.97 11.3 11.3 4 5500 T48 136 10.88 9.79 11.97 11.0 11.0 1 5500 T49 136 10.88 9.79 11.97 10.8 10.8 -1 5500 T50 136 10.88 9.79 11.97 10.9 10.9 0 5500 T51 136 10.88 9.79 11.97 10.9 10.9 0 5500 T52 136 10.88 9.79 11.97 10.8 10.8 -1 5500 T53 136 1 10.88 9.79 11.97 10.8 10.8 -1 5500 T54 136 10.88 9.79 11.97 10.6 10.6 -3 5500 Page 2 of 5 www.dallasfargo.com Checked ay: r■LC701 ARGO 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 B Report Date: 5/15/2017 Stressed Date: 5/15/2017 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) T55 136 10.88 9.79 11.97 10.9 10.9 0 5500 T56 136 10.88 9.79 11.97 10.8 10.8 -1 5500 T57 136 10.88 9.79 11.97 10.9 10.9 0 5500 T58 35 2.63 2.37 2.89 2.8 2.8 6 5500 T59 35 2.63 2.37 2.89 2.7 2.7 3 5500 T60 35 2.63 2.37 2.89 2.7 2.7 3 5500 T61 35 2.63 2.37 2.89 2.7 2.7 3 5500 T62 70 5.50 4.95 6.05 5.8 5.8 5 5500 T63 70 5.50 4.95 6.05 6.0 6.0 9 5500 T65 110 8.75 7.88 9.63 8.8 8.8 1 5500 T66 110 8.75 7.88 9.63 8.8 8.8 1 5500 T67 110 8.75 7.88 9.63 8.9 8.9 2 5500 T68 110 8.75 7.88 1 9.63 9.2 9.2 5 5500 T69 110 8.75 7.88 9.63 9.0 9.0 3 5500 T70 110 8.75 7.88 9.63 9.0 9.0 3 5500 T71 110 8.75 7.88 9.63 8.9 8.9 2 5500 T72 110 8.75 7.88 1 9.63 8.9 8.9 2 5500 T73 110 8.75 7.88 9.63 9.0 9.0 3 5500 T74 111 8.88 7.99 9.77 8.8 8.8 -1 5500 T75 111 8.88 7.99 9.77 8.9 8.9 0 5500 T76 111 8.88 7.99 1 9.77 8.9 8.9 0 5500 T77 111 8.88 7.99 9.77 8.5 8.5 -4 5500 T78 111 8.88 7.99 9.77 8.8 8.8 -1 5500 T79 113 9.00 8.10 9.90 8.9 8.9 -1 5500 T80 113 9.00 8.10 1 9.90 8.8 8.8 -2 5500 T81 85 6.88 6.19 7.57 7.0 7.0 2 1 5500 T82 103 8.25 7.43 9.08 1 8.4 1 8.4 2 1 5500 Page 3 of 5 www.dallasfargo.com Checked By4--)" V`-' i FARG0 cGOm.,. ur.i'AN'rS. INN' 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 B Report Date: 5/15/2017 Stressed Date: 5/15/2017 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) T83 106 8.38 7.54 9.22 8.2 8.2 -2 5500 T84 106 8.38 7.54 1 9.22 8.2 8.2 -2 5500 T85 105 8.38 7.54 9.22 8.1 8.1 -3 5500 T86 105 8.38 7.54 9.22 8.4 8.4 0 5500 T87 105 8.38 7.54 9.22 8.4 8.4 0 5500 T88 105 8.38 7.54 1 9.22 8.1 8.1 -3 5500 T89 106 8.38 7.54 9.22 8.3 8.3 -1 5500 T90 106 8.38 7.54 9.22 8.3 8.3 -1 5500 T91 102 8.13 7.32 8.94 8.5 8.5 5 5500 T92 102 8.13 7.32 8.94 8.4 8.4 3 5500 T93 102 8.13 7.32 8.94 8.3 8.3 2 5500 T94 102 8.13 7.32 1 8.94 8.4 8.4 3 5500 T95 102 8.13 7.32 8.94 8.3 8.3 2 5500 T96 102 8.13 7.32 8.94 8.4 8.4 3 5500 T97 102 8.13 7.32 8.94 8.3 8.3 2 5500 T98 102 8.13 7.32 8.94 8.6 8.6 6 5500 T99 66 5.25 4.73 5.78 5.4 5.4 3 5500 T100 66 5.25 4.73 5.78 5.4 5.4 3 5500 T101 66 5.25 4.73 1 5.78 5.5 5.5 5 5500 T102 68 5.38 4.84 5.92 5.4 5.4 0 5500 T103 68 5.38 4.84 5.92 5.5 5.5 2 5500 T104 67 5.38 4.84 5.92 5.6 5.6 4 5500 T105 67 5.38 4.84 1 5.92 5.5 5.5 2 5500 T106 37 2.88 2.59 3.17 3.0 3.0 4 5500 T107 37 2.88 2.59 3.17 2.9 2.9 1 5500 T108 37 2.88 2.59 3.17 3.0 3.0 4 5500 T109 37 2.88 2.59 3.17 3.0 1 3.0 4 5500 Page 4 of 5 www.dallasfargo.com Checked By: ARGo Ooigsu .TANTs3 Iwc 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 B Report Date: 5/15/2017 Stressed Date: 5/15/2017 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) T110 37 2.88 2.59 3.17 3.0 3.0 4 5500 T111 1 37 2.88 2.59 3.17 2.9 2.9 1 5500 T112 39 3.00 2.70 3.30 2.9 2.9 -3 5500 T113 39 3.00 2.70 3.30 3.0 3.0 0 5500 T114 37 2.88 2.59 3.17 3.1 3.1 8 5500 T115 37 2.88 2.59 3.17 3.0 3.0 4 5500 T116 37 2.88 2.59 3.17 3.0 3.0 4 5500 T117 37 2.88 2.59 3.17 2.9 2.9 1 5500 T118 37 2.88 2.59 3.17 3.0 3.0 4 5500 T119 37 2.88 2.59 3.17 3.0 3.0 4 5500 T120 39 3.00 2.70 3.30 3.2 3.2 7 5500 T121 39 3.00 2.70 3.30 3.1 3.1 3 5500 T122 37 2.88 2.59 3.17 3.1 3.1 8 5500 T123 37 2.88 2.59 3.17 3.0 3.0 4 5500 T124 27 2.00 1.80 2.20 2.1 2.1 5 5500 T125 27 2.00 1.80 2.20 2.1 2.1 5 5500 T126 27 2.00 1.80 2.20 2.1 2.1 5 5500 T229 14 0.88 0.79 0.97 0.9 0.9 2 5500 T230 14 0.88 0.79 0.97 0.9 0.9 2 5500 T231 34 2.63 2.37 2.89 2.6 1 2.6 -1 5500 T232 1 46 1 3.63 3.26 1 3.99 1 3.4 3.4 1 -6 5500 Page 5 of 5 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: 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 1 #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 1 36,500 36,640 36,500 40000 35000 a w 30000 U 25000 O 'L 20000 ,US 15000 U) LU 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: 7. Hernandez Y = 5.9716x + 640.44