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HomeMy WebLinkAboutFargo Consultants, Inc. - 7/11/2017 (2)zCZ0, - ARCO CONSICT.T"TB XNa M I 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: 7/11/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 7/10/2017 Grapevine, Texas Project No: MI6 -4962 Equipment ID: Ram No.: 3570 Calibration Date: 4/4/2017 Gauge No.: R-156 Pump No.: 367282 Location: Floor Slab Building 4 (Type IX) 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) Ti 41 3.25 2.93 3.58 3.3 3.3 2 5500 T2 41 3.25 2.93 3.58 3.2 3.2 -2 5500 T3 40 3.13 2.82 3.44 3.3 3.3 5 5500 T4 40 3.13 2.82 3.44 3.0 3.0 -4 5500 T5 40 3.13 2.82 1 3.44 3.3 3.3 5 5500 T6 41 3.25 2.93 3.58 3.3 3.3 2 5500 T7 41 3.25 2.93 3.58 3.3 3.3 2 5500 T8 14 0.88 0.79 0.96 0.9 0.9 3 5500 T9 39 3.00 2.70 3.30 3.0 3.0 0 5500 T10 39 3.00 2.70 3.30 3.0 3.0 0 5500 T11 39 3.00 2.70 3.30 3.0 3.0 0 5500 T12 39 3.00 2.70 1 3.30 3.0 3.0 0 5500 T13 39 3.00 2.70 3.30 3.1 3.1 3 5500 T14 39 3.00 2.70 3.30 3.0 3.0 0 5500 T15 39 3.00 2.70 3.30 3.1 3.1 3 5500 T16 39 3.00 2.70 3.30 3.0 3.0 0 5500 T17 39 3.00 2.70 3.30 3.2 3.2 7 5500 T18 39 3.00 2.70 3.30 3.2 3.2 7 5500 T19 39 3.00 2.70 3.30 3.0 3.0 0 5500 T20 39 3.00 2.70 3.30 3.0 3.0 0 5500 T21 39 3.00 2.70 3.30 2.8 2.8 -7 5500 T22 39 3.00 2.70 3.30 2.8 2.8 -7 5500 T23 39 3.00 2.70 3.30 3.1 3.1 3 5500 T24 39 3.00 2.70 3.30 3.1 3.1 3 5500 T25 39 3.00 2.70 1 3.30 3.0 3.0 0 5500 T26 39 1 3.00 2.70 3.30 1 3.0 3.0 1 0 5500 T27 1 39 1 3.00 2.70 3.30 1 3.0 1 3.0 1 0 5500 Page 1 of 4 www.dallasfargo.com Checked By: AR -00 CONSULTANTS, NC_. 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: 7/11/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 7/10/2017 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: 3570 Calibration Date: 4/4/2017 Gauge No.: R-156 Location: Floor Slab Building 4 (Type IX) Pump No.: 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) T28 39 3.00 2.70 3.30 3.1 3.1 3 5500 T29 39 3.00 2.70 3.30 3.1 3.1 3 5500 T30 39 3.00 2.70 3.30 3.2 3.2 7 5500 T31 39 3.00 2.70 3.30 3.2 3.2 7 5500 T32 39 3.00 2.70 3.30 3.1 3.1 3 5500 T33 39 3.00 2.70 3.30 3.1 3.1 3 5500 T34 39 3.00 2.70 3.30 3.1 3.1 3 5500 T35 39 3.00 2.70 3.30 3.0 3.0 0 5500 T36 39 3.00 2.70 3.30 2.9 2.9 -3 5500 T37 39 3.00 2.70 3.30 3.0 3.0 0 5500 T38 39 3.00 2.70 3.30 2.9 2.9 -3 5500 T39 39 3.00 2.70 3.30 3.0 3.0 0 5500 T40 39 3.00 2.70 3.30 2.9 2.9 -3 5500 T41 39 3.00 2.70 3.30 2.9 2.9 -3 5500 T42 39 3.00 2.70 1 3.30 3.0 3.0 0 5500 T43 39 3.00 2.70 3.30 3.1 3.1 3 5500 T44 39 3.00 2.70 3.30 3.1 3.1 3 5500 T45 39 3.00 2.70 3.30 3.0 3.0 0 5500 T46 39 3.00 2.70 1 3.30 3.1 3.1 3 5500 T47 39 3.00 2.70 3.30 2.9 2.9 -3 5500 T48 39 3.00 2.70 3.30 2.9 2.9 -3 5500 T49 1 39 3.00 2.70 3.30 3.0 3.0 1 0 5500 T50 39 3.00 2.70 1 3.30 3.1 3.1 3 5500 T51 39 3.00 2.70 3.30 3.0 3.0 0 5500 T52 39 3.00 2.70 3.30 2.9 2.9 -3 5500 T53 1 39 3.00 2.70 3.30 3.0 3.0 1 0 5500 T54 1 39 3.00 1 2.70 1 3.30 1 3.0 3.0 1 0 5500 Page 2 of 4 www.dallasfargo.com Checked BY : Y ARCO 00148tix.T.ANTS, lr C' 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: 7/11/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 7/10/2017 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: 3570 Calibration Date: 4/4/2017 Gauge No.: R-156 Location: Floor Slab Building 4 (Type IX) Pump No.: 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) T55 39 3.00 2.70 3.30 3.0 3.0 0 5500 T56 49 3.88 3.49 4.27 4.0 4.0 3 5500 T57 49 3.88 3.49 4.27 4.0 4.0 3 5500 T58 49 3.88 3.49 4.27 3.8 3.8 -2 5500 T59 48 3.75 3.38 4.13 4.0 4.0 7 5500 T60 48 3.75 3.38 4.13 4.0 4.0 7 5500 T61 50 4.00 3.60 4.40 4.0 4.0 0 5500 T62 50 4.00 3.60 4.40 3.8 1 3.8 -5 5500 T63 50 4.00 3.60 4.40 4.1 4.1 2 5500 T64 50 4.00 3.60 4.40 4.0 4.0 0 5500 T65 50 4.00 3.60 4.40 4.0 4.0 0 5500 T66 50 4.00 3.60 4.40 3.9 3.9 -3 5500 T67 50 4.00 3.60 4.40 4.0 4.0 0 5500 T68 14 0.88 0.79 0.96 0.9 0.9 3 5500 T69 140 11.13 10.02 12.24 11.5 0.1 11.6 4 5500 T70 140 11.13 10.02 12.24 11.5 0.2 11.7 5 5500 T71 140 11.13 10.02 12.24 11.2 0.0 11.2 1 5500 T72 1 35 2.63 2.37 2.89 2.8 2.8 6 5500 T73 35 2.63 2.37 2.89 2.7 2.7 3 5500 T74 142 11.38 10.24 12.52 11.3 0.2 11.5 1 5500 T75 142 11.38 10.24 12.52 11.0 0.2 11.2 -2 5500 T76 142 11.38 10.24 12.52 11.2 0.1 11.3 -1 5500 T77 142 11.38 10.24 12.52 10.9 0.2 11.1 -2 5500 T78 141 11.38 10.24 12.52 10.6 0.2 10.8 -5 5500 T79 142 11.38 10.24 12.52 11.0 0.2 11.2 -2 5500 T80 142 11.38 10.24 12.52 11.0 0.1 11.1 -2 1 5500 T81 142 11.38 10.24 12.52 11.3 1 0.3 11.6 1 2 5500 I 1'�I Page 3 of 4 www.dallasfargo.com Checked By: ,FARGC CONSUUT.ANTS, ITC! 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: 7/11/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 7/10/2017 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: 3570 Calibration Date: 4/4/2017 Gauge No.: R-156 Location: Floor Slab Building 4 (Type IX) Pump No.: 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) T82 140 11.13 10.02 12.24 11.1 0.2 11.3 2 5500 T83 140 11.13 10.02 12.24 11.0 0.2 11.2 1 5500 T84 140 11.13 10.02 12.24 11.1 0.1 11.2 1 5500 T85 140 11.13 10.02 12.24 10.6 0.4 11.0 -1 5500 T86 140 11.13 10.02 12.24 10.9 0.4 11.3 1 2 5500 T87 13 0.75 0.68 0.83 0.8 0.8 7 5500 T88 13 0.75 0.68 0.83 0.8 0.8 7 5500 T89 142 11.38 10.24 12.52 11.2 0.3 11.5 1 5500 T90 142 11.38 10.24 12.52 11.0 0.2 11.2 -2 5500 T91 142 11.38 10.24 12.52 10.9 0.2 11.1 -2 5500 T92 142 11.38 10.24 1 12.52 11.3 0.1 11.4 0 5500 T93 142 11.38 10.24 12.52 11.0 0.2 11.2 -2 5500 T94 142 11.38 10.24 12.52 11.1 0.2 11.3 -1 5500 T95 142 11.38 10.24 12.52 10.9 0.1 11.0 -3 5500 T96 142 11.38 10.24 1 12.52 10.9 0.2 11.1 -2 5500 T97 142 11.38 10.24 12.52 11.2 0.2 11.4 0 5500 T98 142 11.38 10.24 12.52 11.0 0.1 11.1 -2 5500 T99 23 1.63 1.46 1.79 1.7 1.7 5 5500 T100 23 1.63 1.46 1 1.79 1.7 1.7 5 5500 T101 23 1 1.63 1.46 1.79 1.7 1 1.7 5 5500 T102 1 23 1 1.63 1.46 1.79 1.7 1 1.7 1 5 1 5500 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: 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 #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 30,707 6,000 36,680 1 36,800 36,960 36,813 40000 w 35000 a w 30000 U 25000 O 20000 N 15000 y 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: J. Hernandez Y = 6 0594x + 405.33