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HomeMy WebLinkAboutFargo Consultants, Inc. - 6/27/2017 (5)a A -UG O 00XS-U1.TA1i'_i`g INC 2324 Fabens Rd., Dallas, TX 75229 Tel. (214) 352-4100 Fax. (214) 352-4811 FIELD POST TENSION STRESSING RECORD ** Revised Report** Client: JLB Partners, LP Project Name: Grapevine Bluff Apartments Grapevine, Texas Equipment ID: Ram No.: 6457-006/PSL-3230 Gauge No.: R -145/R-129 Location: Floor Slab Building 8 (Type IX) Report Date: 6/27/2017 Stressed Date: 6/21/17-6/26/17 Project No: M16-4962 Calibration Date: 5/23/17-6/15/17 Pump No.: 339179/337463 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 3.1 3.1 -5 5400 T2 41 3.25 2.93 3.58 3.2 3.2 -2 5400 T3 40 3.13 2.82 3.44 3.2 3.2 2 5400 T4 40 3.13 2.82 3.44 3.0 3.0 -4 5400 T5 40 3.13 2.82 3.44 3.2 3.2 2 5400 T6 41 3.25 2.93 3.58 3.1 3.1 -5 5400 T7 41 3.25 2.93 3.58 3.3 3.3 2 5400 T8 14 0.88 0.79 0.96 0.9 0.9 3 5400 T9 39 3.00 2.70 3.30 3.0 3.0 0 5400 T10 39 3.00 2.70 3.30 3.2 3.2 7 5400 T11 39 3.00 2.70 3.30 3.2 3.2 7 5400 T12 39 3.00 2.70 3.30- 3.0 3.0 0 5400 T13 39 3.00 2.70 3.30 3.0 3.0 0 5400 T14 39 3.00 2.70 1 3.30 3.2 3.2 7 5400 T15 39 3.00 2.70 3.30 3.2 3.2 7 5400 T16 39 3.00 2.70 3.30 3.0 3.0 0 5400 T17 39 3.00 2.70 3.30 3.0 3.0 0 5400 T18 39 3.00 2.70 1 3.30 3.1 3.1 3 5400 T19 1 39 3.00 2.70 3.30 3.1 3.1 3 5400 T20 39 3.00 2.70 3.30 3.2 3.2 7 5400 T21 39 3.00 2.70 3.30 3.0 3.0 0 5400 T22 39 3.00 2.70 1 3.30 3.0 3.0 0 5400 T23 39 3.00 2.70 3.30 3.2 3.2 7 5400 T24 39 3.00 2.70 3.30 3.0 3.0 0 5400 T25 39 3.00 2.70 3.30 3.1 3.1 3 5400 T26 39 3.00 2.70 3.30 3.0 3.0 0 5400 T27 1 39 3.00 2.70 3.30 3.2 3.2 7 400 Checked Bv: ,oxo❑ enx�smc.mArrms, rrrc: 2324 Fabens Rd., Dallas, TX 75229 Tel. (214) 352-4100 Fax. (214) 352-4811 FIELD POST TENSION STRESSING RECORD ** Revised Report** Client: JLB Partners, LP Project Name: Grapevine Bluff Apartments Grapevine, Texas Equipment ID: Ram No.: 6457-006/PSL-3230 Gauge No.: R -145/R-129 Location: Floor Slab Building 8 (Type IX) Report Date: 6/27/2017 Stressed Date: 6/21/17-6/26/17 Project No: MI6 -4962 Calibration Date: 5/23/17-6/15/17 Pump No.: 339179/337463 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) T28 39 3.00 2.70 3.30 3.0 3.0 0 5400 T29 39 3.00 2.70 3.30 3.0 3.0 0 5400 T30 39 3.00 2.70 3.30 3.1 3.1 3 5400 T31 39 3.00 2.70 3.30 3.2 3.2 7 5400 T32 39 3.00 2.70 3.30 3.2 3.2 7 5400 T33 39 3.00 2.70 3.30 3.0 3.0 0 5400 T34 39 3.00 2.70 1 3.30 3.0 3.0 0 5400 T35 39 3.00 2.70 3.30 3.1 3.1 3 5400 T36 39 3.00 2.70 3.30 3.0 3.0 0 5400 T37 39 3.00 2.70 3.30 3.0 3.0 0 5400 T38 39 3.00 2.70 1 3.30 3.0 3.0 0 5400 T39 39 3.00 2.70 3.30 3.0 3.0 0 5400 T40 39 3.00 2.70 3.30 3.0 3.0 0 5400 *T41 39 3.00 2.70 3.30 3.2 3.2 7 5500 T42 39 3.00 2.70 1 3.30 3.1 3.1 3 5400 T43 39 3.00 2.70 3.30 3.1 3.1 3 5400 T44 39 3.00 2.70 3.30 2.9 2.9 -3 5400 T45 39 3.00 2.70 3.30 3.0 3.0 0 5400 T46 39 3.00 2.70 3.30 3.2 3.2 7 5400 T47 39 3.00 2.70 3.30 3.1 3.1 3 5400 T48 39 3.00 2.70 3.30 3.2 3.2 7 5400 T49 39 3.00 2.70 3.30 3.1 3.1 3 5400 T50 39 3.00 2.70 1 3.30 3.1 3.1 3 5400 T51 39 3.00 2.70 3.30 3.1 3.1 3 5400 T52 39 3.00 2.70 3.30 3.2 3.2 7 5400 T53 39 3.00 2.70 3.30 3.0 3.0 0 5400 T54 39 1 3.00 1 2.70 1 3.30 1 3.2 1 3.2 7 5400 MOW '0. .A AQCi CLONSUETANT$ INC 2324 Fabens Rd., Dallas, TX 75229 Tel. (214) 352-4100 Fax. (214) 352-4811 FIELD POST TENSION STRESSING RECORD ** Revised Report** Client: JLB Partners, LP Report Date: 6/27/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 6/21/17-6/26/17 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: 6457-006/PSL-3230 Calibration Date: 5/23/17-6/15/17 Gauge No.: R -145/R-129 Pump No.: 339179/337463 Location: Floor Slab Building 8 (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) T55 39 3.00 2.70 3.30 3.2 3.2 7 5400 T56 49 3.88 3.49 4.27 4.0 4.0 3 5400 T57 49 3.88 3.49 4.27 4.2 4.2 8 5400 T58 49 3.88 3.49 4.27 3.8 3.8 -2 5400 T59 48 3.75 3.38 4.13 4.0 4.0 7 5400 T60 48 3.75 3.38 4.13 3.9 3.9 4 5400 T61 50 4.00 3.60 4.40 4.0 4.0 0 5400 T62 50 4.00 3.60 4.40 3.9 3.9 -3 5400 T63 50 4.00 3.60 4.40 4.0 4.0 0 5400 T64 50 4.00 3.60 4.40 4.2 4.2 5 5400 T65 50 4.00 3.60 4.40 4.2 4.2 5 5400 T66 50 4.00 3.60 4.40 4.2 4.2 5 5400 T67 50 4.00 3.60 4.40 4.0 4.0 0 5400 T68 14 0.88 0.79 0.96 1 0.9 0.9 3 5400 T69 140 11.13 10.02 12.24 10.5 0.5 11.0 -1 5400 T70 140 11.13 10.02 12.24 11.5 0.0 11.5 3 5400 T71 140 11.13 10.02 12.24 11.5 0.0 11.5 3 5400 T72 35 2.63 2.37 1 2.89 2.5 2.5 -5 5400 T73 35 2.63 2.37 2.89 2.5 2.5 -5 5400 T74 142 11.38 10.24 12.52 11.5 0.0 11.5 1 1 5400 T75 142 11.38 10.24 12.52 10.5 0.5 11.0 -3 5400 T76 142 11.38 10.24 12.52 11.5 0.0 11.5 1 5400 T77 142 11.38 10.24 1 12.52 11.5 0.0 11.5 1 5400 T78 141 11.38 10.24 12.52 11.3 0.0 11.3 -1 5400 T79 142 11.38 10.24 12.52 10.5 0.5 11.0 -3 5400 T80 142 1 11.38 10.24 12.52 11.0 1 0.5 1 11.5 1 1 5400 T81 142 1 11.38 10.24 12.52 1 11.2 1 0.0 1 11.2 -2 1 5400 �w MU ■r r96. ARt30 QON3'i3LT,py1�T�$ I�7Q 2324 Fabens Rd., Dallas, TX 75229 Tel. (214) 352-4100 Fax. (214) 352-4811 FIELD POST TENSION STRESSING RECORD ** Revised Report** Client: JLB Partners, LP Project Name: Grapevine Bluff Apartments Grapevine, Texas Equipment ID: Ram No.: 6457-006/PSL-3230 Gauge No.: R -145/R-129 Location: Floor Slab Building 8 (Type IX) Report Date: 6/27/2017 Stressed Date: 6/21/17-6/26/17 Project No: M16-4962 Calibration Date: 5/23/17-6/15/17 Pump No.: 339179/337463 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 10.5 1.0 11.5 3 5400 T83 140 11.13 10.02 12.24 10.4 0.5 10.9 -2 5400 T84 140 11.13 10.02 12.24 10.0 1.0 11.0 -1 5400 T85 140 11.13 10.02 12.24 10.2 0.5 10.7 -4 5400 T86 140 11.13 10.02 1 12.24 10.5 0.5 11.0 -1 5400 T87 13 0.75 0.68 0.83 0.8 0.8 7 5400 T88 13 0.75 0.68 0.83 0.8 0.8 7 5400 T89 142 11.38 10.24 12.52 11.2 0.0 11.2 -2 5400 T90 142 11.38 10.24 1 12.52 11.0 0.0 11.0 -3 5400 T91 142 11.38 10.24 12.52 11.0 0.5 11.5 1 5400 T92 142 11.38 10.24 12.52 10.0 1.0 11.0 -3 5400 T93 142 11.38 10.24 12.52 10.0 1.0 11.0 -3 5400 T94 142 11.38 10.24 1 12.52 10.5 1.0 11.5 1 5400 T95 142 11.38 10.24 12.52 10.0 1.0 11.0 -3 5400 T96 1 142 11.38 10.24 12.52 10.5 1.0 11.5 1 5400 T97 142 11.38 10.24 12.52 11.5 0.0 11.5 1 5400 T98 142 11.38 10.24 12.52 11.7 0.0 11.7 3 5400 T99 23 1.63 1.46 1.79 1.6 1.6 -2 5400 T100 23 1.63 1.46 1.79 1.6 1.6 -2 5400 T101 23 1.63 1.46 1.79 1.6 1 1 1.6 -2 5400 T102 23 1 1.63 1.46 1.79 1.6 J 1 1.6 -2 1 5400 Revised report reflecting the elongation recorded for the * Repaired Cable on 6/26/17. ai 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 33,760 30,600 31,560 6,000 36,560 36,680 36,800 36,680 40000 u) 35000 w 30000 U 0 25000 CL 20000 Z 15000 Cn w 10000 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 311 Y = 6.1276x + 235.56