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HomeMy WebLinkAboutFargo Consultants, Inc. - 4/5/2017 (3)1 AnQ0 CONSWMANTS 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.: 7642-012 Gauge No.: R-138 Location: Floor Slab Building 2 (Type V) Pour 1 Report Date: 4/5/2017 Stressed Date: 4/5/2017 Project No: Ml 6-4962 Calibration Date: 2/15/2017 Pump No.: 329309 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 77 6.25 5.63 6.88 6.8 6.8 9 5500 T2 1 77 6.25 5.63 6.88 6.8 6.8 9 5500 T3 77 6.25 5.63 6.88 6.8 6.8 9 5500 T4 14 0.88 0.79 0.96 0.9 0.9 3 5500 T5 14 0.88 0.79 0.96 0.9 0.9 3 5500 T6 30 2.25 2.03 2.48 2.4 2.4 7 5500 T7 30 2.25 2.03 2.48 2.4 2.4 7 5500 T8 30 2.25 2.03 1 2.48 2.4 2.4 7 5500 T9 116 9.25 8.33 10.18 9.8 9.8 6 5500 T10 116 9.25 8.33 10.18 9.7 9.7 5 5500 T11 116 9.25 8.33 10.18 9.4 9.4 2 5500 T12 116 9.25 8.33 1 10.18 9.5 9.5 3 5500 T13 116 9.25 8.33 1 10.18 9.5 9.5 3 5500 T14 118 9.38 8.44 10.31 9.8 9.8 5 5500 T15 118 9.38 8.44 10.31 9.8 9.8 5 5500 T16 118 9.38 8.44 1 10.31 9.6 9.6 2 5500 T17 118 9.38 8.44 10.31 9.7 9.7 3 5500 T18 118 9.38 8.44 10.31 9.5 9.5 1 5500 T19 118 9.38 8.44 10.31 9.5 9.5 1 5500 T20 118 9.38 8.44 1 10.31 9.8 9.8 5 5500 T21 1 118 9.38 8.44 10.31 9.8 9.8 5 1 5500 T22 118 9.38 8.44 10.31 9.8 9.8 5 5500 T23 118 9.38 8.44 10.31 9.5 9.5 1 5500 T24 118 9.38 8.44 10.31 9.6 9.6 2 5500 T25 118 9.38 8.44 10.31 9.8 9.8 5 5500 T26 119 1 9.50 1 8.55 1 10.45 9.2 9.2 -3 1 5500 T27 119 1 9.50 1 8.55 1 10.45 1 10.0 1 10.0 L 5 5500 Page 1 of 4 www.dallasfargo.com Checked By: d FAti[3� CON$YFLIANT.S, TNC 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: 4/5/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 4/5/2017 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: 7642-012 Calibration Date: 2/15/2017 Gauge No.: R-138 Location: Floor Slab Building 2 (Type V) Pour 1 Pump No.: 329309 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 117 9.38 8.44 10.31 9.5 9.5 1 5500 T29 117 9.38 8.44 10.31 9.5 9.5 1 5500 T30 117 9.38 8.44 10.31 9.5 9.5 1 5500 T31 117 9.38 8.44 10.31 9.5 9.5 1 5500 T32 117 9.38 8.44 1 10.31 9.5 9.5 1 5500 T33 117 9.38 8.44 10.31 9.5 9.5 1 5500 T34 117 9.38 8.44 10.31 9.4 9.4 0 5500 T35 117 9.38 8.44 10.31 9.4 9.4 0 5500 T36 117 9.38 8.44 10.31 9.5 9.5 1 5500 T37 117 9.38 8.44 10.31 9.5 9.5 1 5500 T38 117 9.38 8.44 10.31 9.4 9.4 0 1 5500 T39 117 9.38 8.44 10.31 9.4 9.4 0 5500 T40 117 9.38 8.44 10.31 9.5 9.5 1 5500 T41 30 2.25 2.03 2.48 2.4 2.4 7 5500 T42 30 2.25 2.03 2.48 2.4 2.4 7 5500 T43 30 2.25 2.03 2.48 2.4 2.4 7 5500 T44 73 5.88 5.29 6.46 6.0 6.0 2 5500 T45 73 5.88 5.29 6.46 6.0 6.0 2 5500 T46 72 5.75 5.18 6.33 5.5 5.5 -4 5500 T47 72 5.75 5.18 6.33 5.8 5.8 1 5500 T48 72 5.75 5.18 6.33 5.7 5.7 -1 5500 T49 72 5.75 5.18 6.33 5.7 5.7 -1 5500 T50 72 5.75 5.18 6.33 5.9 5.9 3 5500 T51 75 6.13 5.51 6.74 5.9 5.9 -4 5500 T52 75 6.13 5.51 6.74 6.0 6.0 -2 5500 T53 69 5.50 4.95 6.05 6.0 6.0 9 5500 T54 69 5.50 4.95 6.05 6.0 6.0 9 5500 Page 2 of 4 www.dallasfargo.com Checked By. A TANTS,XXC; 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.: 7642-012 Gauge No.: R-138 Location: Floor Slab Building 2 (Type V) Pour 1 Report Date: 4/5/2017 Stressed Date: 4/5/2017 Project No: M16-4962 Calibration Date: 2/15/2017 Pump No.: 329309 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 69 5.50 4.95 6.05 5.1 5.1 -7 5500 T56 72 5.75 5.18 1 6.33 5.5 5.5 -4 5500 T57 72 5.75 5.18 6.33 5.5 5.5 -4 5500 T58 61 4.88 4.39 5.36 4.9 4.9 1 5500 T59 61 4.88 4.39 5.36 5.1 5.1 5 5500 T60 69 5.50 4.95 1 6.05 5.5 5.5 0 5500 T61 69 5.50 4.95 6.05 5.1 5.1 -7 5500 T62 68 5.38 4.84 5.91 5.6 5.6 4 5500 T63 68 5.38 4.84 5.91 5.1 5.1 -5 5500 T64 68 5.38 4.84 5.91 5.7 5.7 6 5500 T65 70 5.50 4.95 6.05 5.5 5.5 0 5500 T66 70 5.50 4.95 6.05 5.6 5.6 2 5500 T67 68 5.38 4.84 5.91 5.7 5.7 6 5500 T68 1 68 5.38 4.84 5.91 5.6 5.6 1 4 5500 T69 68 5.38 4.84 5.91 5.5 5.5 2 5500 T70 68 5.38 4.84 1 5.91 5.5 5.5 2 5500 T71 68 5.38 4.84 5.91 5.3 5.3 -1 5500 T72 68 5.38 4.84 5.91 5.6 5.6 4 5500 T73 68 5.38 4.84 5.91 5.1 5.1 -5 5500 T74 68 5.38 4.84 1 5.91 5.6 5.6 4 5500 T75 70 5.50 4.95 6.05 5.3 5.3 -4 5500 T76 70 5.50 4.95 6.05 5.5 5.5 0 5500 T77 67 5.38 4.84 5.91 5.5 5.5 2 5500 T78 67 5.38 4.84 1 5.91 5.8 5.8 8 5500 T79 67 5.38 4.84 5.91 5.8 5.8 8 5500 T80 67 5.38 4.84 5.91 1 5.5 1 1 5.5 2 5500 T81 67 5.38 4.84 5.91 1 5.4 J 1 5.4 1 0 1 5500 Page 3 of 4 www.dallasfargo.com Checked By: 4*� rr EAR{lQ CpNBiFLTFLi3'iS, 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.: 7642-012 Gauge No.: R-138 Location: Floor Slab Building 2 (Type V) Pour 1 Report Date: 4/5/2017 Stressed Date: 4/5/2017 Project No: Ml 6-4962 Calibration Date: 2/15/2017 Pump No.: 329309 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 67 5.38 4.84 5.91 5.6 5.6 4 5500 T83 1 67 5.38 4.84 5.91 5.5 5.5 2 5500 T84 67 5.38 4.84 5.91 5.5 5.5 2 5500 T85 70 5.50 4.95 6.05 5.8 5.8 5 5500 T86 70 5.50 4.95 6.05 5.8 5.8 5 5500 T87 68 5.38 4.84 1 5.91 5.0 5.0 -7 5500 T88 28 2.13 1.91 2.34 2.3 2.3 8 5500 T89 28 2.13 1.91 2.34 2.2 2.2 4 5500 T90 28 2.13 1.91 2.34 2.3 2.3 8 5500 T91 28 2.13 1.91 2.34 2.1 2.1 -1 5500 T92 34 2.63 2.36 2.89 2.5 2.5 -5 5500 T93 1 34 2.63 2.36 2.89 2.8 1 2.8 7 5500 T94 1 34 2.63 2.36 2.89 2.8 1 2.8 7 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: CANDE RAM S/N: 07642-012 GAUGE: R-138 PUMP S/N: 329309 DATE: 2/15/2017 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 6,520 6,400 2,000 12,540 12,660 12,780 12,660 3,000 18,460 18,600 18,720 18,593 4,000 24,440[30 4,580 24,700 24,573 5,000 30,480,600 30,740 30,607 6,000 36,1806,300 36,440 36,307 40000 N 35000 a w 30000 L) 25000 O LL 20000 15000 y W 10000 F �n 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 = 5.9815x + 588