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HomeMy WebLinkAboutFargo Consultants, Inc. - 6/27/2017 (4)06. AR00 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.: PSL -3230 Gauge No.: R-129 Location: Floor Slab Building 7 (Type IX) Report Date: 6/27/2017 Stressed Date: 6/26/2017 Project No: M16-4962 Calibration Date: 6/15/2017 Pump No.: 337463 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 41 3.25 2.93 3.58 3.3 3.3 2 5500 T2 41 3.25 2.93 3.58 3.1 3.1 -5 5500 T3 1 40 3.13 2.82 1 3.44 3.3 3.3 5 5500 T4 40 3.13 2.82 3.44 3.3 3.3 5 5500 T5 40 3.13 2.82 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 1 3.58 3.3 3.3 2 5500 T8 14 0.88 1 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 1 3.30 3.0 3.0 0 5500 T12 39 3.00 2.70 3.30 3.1 3.1 3 5500 T13 39 3.00 2.70 3.30 3.0 3.0 0 5500 T14 39 3.00 2.70 3.30 3.1 3.1 3 5500 T15 39 3.00 2.70 1 3.30 3.0 3.0 0 5500 T16 39 3.00 2.70 3.30 3.0 3.0 0 5500 T17 39 3.00 2.70 3.30 3.0 3.0 0 5500 T18 39 3.00 2.70 3.30 3.0 3.0 0 5500 T19 39 3.00 2.70 3.30 3.2 3.2 7 5500 T20 39 3.00 2.70 3.30 3.0 3.0 0 5500 T21 39 3.00 2.70 1 3.30 3.1 3.1 3 5500 T22 39 3.00 2.70 3.30 3.0 3.0 0 5500 T23 39 3.00 2.70 3.30 3.2 3.2 7 5500 T24 39 3.00 2.70 3.30 3.1 3.1 3 1 5500 T25 39 3.00 2.70 1 3.30 3.1 3.1 3 5500 T26 39 3.00 2.70 3.30 3.0 3.0 0 5500 T27 39 3.00 2.70 3.30 1 3.0 1 1 3.0 1 0 5500 Page 1 of 4 www.dallasfargo.com VV Checked 83 . AROO CONSULTANTS I p 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.: PSL -3230 Gauge No.: R-129 Location: Floor Slab Building 7 (Type IX) Report Date: 6/27/2017 Stressed Date: 6/26/2017 Project No: M16-4962 Calibration Date: 6/15/2017 Pump No.: 337463 Tolerance: ± 10% Cable ID Strand Mark Required Elongation Inch (Inch) Minimum Elongation (Inch) Inch Maximum Elongation Inch (Inch) First Elongation Inch (Inch) Second Elongation ( Inch Total Elongation (Inch)Elongation(PSI) Inch Variation in % Final Pressure T28 39 3.00 2.70 3.30 3.2 3.2 7 5500 T29 1 39 3.00 2.70 3.30 3.0 3.0 0 5500 T30 39 3.00 2.70 3.30 3.1 3.1 3 5500 T31 39 3.00 2.70 3.30 3.0 3.0 0 5500 T32 39 3.00 2.70 3.30 3.2 3.2 7 5500 T33 39 3.00 2.70 3.30 3.0 3.0 0 5500 T34 39 3.00 2.70 3.30 3.1 3.1 3 5500 T35 39 3.00 2.70 1 3.30 3.1 3.1 3 5500 T36 1 39 3.00 2.70 3.30 3.1 3.1 3 5500 T37 39 3.00 2.70 3.30 3.0 3.0 0 5500 T38 39 3.00 2.70 3.30 3.2 3.2 7 5500 T39 39 3.00 2.70 1 3.30 3.0 3.0 0 5500 T40 39 3.00 2.70 3.30 3.0 3.0 0 5500 T41 39 3.00 2.70 3.30 3.1 3.1 3 5500 T42 39 3.00 2.70 3.30 3.1 3.1 3 5500 T43 39 3.00 2.70 1 3.30 3.0 3.0 0 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 3.30 3.2 3.2 7 5500 T47 39 3.00 2.70 1 3.30 3.2 3.2 7 5500 T48 39 3.00 2.70 3.30 3.0 3.0 0 5500 T49 39 3.00 2.70 3.30 3.0 3.0 0 5500 T50 39 3.00 2.70 3.30 3.1 3.1 3 5500 T51 39 3.00 2.70 1 3.30 3.2 3.2 7 5500 T52 39 3.00 2.70 3.30 3.1 3.1 3 5500 T53 39 3.00 2.70 3.30 1 3.0 1 1 3.0 0 5500 T54 39 1 3.00 2.70 3.30 1 3.0 1 1 3.0 0 5500 Page 2 of 4 www.dallasfargo.com Checked By: I .ARCO GQNSX7rTANTB, 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.: PSL -3230 Gauge No.: R-129 Location: Floor Slab Building 7 (Type IX) Report Date: 6/27/2017 Stressed Date: 6/26/2017 Project No: M16-4962 Calibration Date: 6/15/2017 Pump No.: 337463 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 oho 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 3.9 3.9 1 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 3.8 3.8 1 5500 T61 50 4.00 3.60 4.40 4.0 4.0 0 5500 T62 50 4.00 3.60 4.40 4.0 4.0 0 5500 T63 50 4.00 3.60 4.40 4.0 4.0 0 5500 T64 50 4.00 3.60 4.40 4.1 4.1 2 5500 T65 50 4.00 3.60 4.40 4.0 4.0 0 5500 T66 50 4.00 3.60 4.40 4.1 4.1 2 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 11.0 0.0 11.0 -1 5500 T70 140 11.13 10.02 12.24 11.0 0.0 11.0 -1 5500 T71 140 11.13 10.02 12.24 11.0 0.5 11.5 3 5500 T72 35 2.63 2.37 2.89 2.8 2.8 6 5500 T73 35 2.63 2.37 1 2.89 2.8 2.8 6 5500 T74 1 142 11.38 10.24 12.52 11.5 0.0 11.5 1 5500 T75 142 11.38 10.24 12.52 11.5 0.0 11.5 1 5500 T76 142 11.38 10.24 12.52 11.4 0.0 11.4 0 5500 T77 142 11.38 10.24 12.52 11.5 0.0 11.5 1 1 5500 T78 141 11.38 10.24 12.52 11.3 0.0 11.3 -1 5500 T79 142 11.38 10.24 12.52 10.5 1.0 11.5 1 5500 T80 142 1 11.38 10.24 1 12.52 10.5 0.5 11.0 -3 1 5500 T81 1 142 1 11.38 1 10.24 1 12.52 11.0 1 0.0 1 11.0 1 -3 1 5500 Page 3 of 4 www.dallasfargo.com Checked By: .AILOO COWS ETANT6, 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.: PSL -3230 Gauge No.: R-129 Location: Floor Slab Building 7 (Type IX) Report Date: 6/27/2017 Stressed Date: 6/26/2017 Project No: M16-4962 Calibration Date: 6/15/2017 Pump No.: 337463 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 10.0 0.8 10.8 -3 5500 T83 140 11.13 10.02 1 12.24 11.0 0.5 11.5 3 5500 T84 140 11.13 10.02 12.24 11.0 0.5 11.5 3 5500 T85 140 11.13 10.02 12.24 10.8 0.5 11.3 2 5500 T86 140 11.13 10.02 12.24 11.5 0.0 11.5 3 5500 T87 13 0.75 0.68 1 0.83 0.8 0.8 1 7 5500 T88 13 0.75 0.68 0.83 0.8 0.8 7 5500 T89 142 11.38 10.24 12.52 11.0 0.0 1 11.0 -3 5500 T90 142 11.38 10.24 12.52 10.5 0.5 11.0 -3 5500 T91 142 11.38 10.24 12.52 11.0 0.3 11.3 -1 5500 T92 142 11.38 10.24 1 12.52 11.5 0.2 11.7 3 5500 T93 142 11.38 10.24 12.52 11.5 0.0 11.5 1 5500 T94 142 11.38 10.24 12.52 11.4 0.0 11.4 0 5500 T95 142 11.38 10.24 12.52 11.3 0.0 11.3 -1 5500 T96 142 11.38 10.24 12.52 10.0 1.0 11.0 -3 5500 T97 142 11.38 10.24 12.52 10.5 0.8 11.3 -1 5500 T98 142 11.38 10.24 12.52 11.3 0.5 11.8 4 5500 T99 23 1.63 1.46 1 1.79 1.7 1.7 5 5500 T100 1 23 1.63 1.46 1.79 1.7 1.7 5 5500 T101 23 1.63 1.46 1.79 1.7 1 1.7 5 5500 T102 23 1 1.63 1.46 1.79 1.6 1 1 1.6 -2 1 5500 Page 4 of 4 www.dallasfargo.com Checked By: RCi PUMP S/N: RAM S/N: GAUGE: 337463 PSL -3230 R-129 CALIBRATION STANDARD: Ready Cable ine. 4416 Keller Hicks Rd., Fort Worth, TX 76244 817.379.6553 Main 817.379.4007 Fax REPORT: EMILIO DATE: P-3500 STRAIN INDICATOR LOAD CELL 50 KIPS 6/15/2017 0148342 070202 Gauge Pressure (PSI) Load Cell Readings Average of Three Readings #1 #2 #3 1,000 6,360 6,500 6,660 6,507 2,000 12,180 12,300 12,440 12,307 3,000 18■480 18,600 18,720 18,600 4,000 24,300 24,440 24,580 24,440 5,000 30,320 334,760 30,600 31,560 6,000 36,560 1 36,680 36,800 36,680 40000 a 35000 w 30000 U 0 25000 u- 20000 15000 Iwo 10000 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 JR y = 6.1276x + 235.56 cs