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HomeMy WebLinkAboutFargo Consultants, Inc. - 6/22/2017 (2)rA-n 0.40NSi11M&NT8, 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.: PHI -3671/6457-006 Gauge No.: 362596/R-145 Location: Floor Slab Building 10 (Type VIII) [ Pour 1 & 2 ] Floor Slab Building 10 (Type VIII) Garges 1,2 & 3 Report Date: 6/22/2017 Stressed Date: 6/7/17-6/21/17 Project No: M16-4962 Calibration Date: 4/22/17-5/23/17 Pump No.: 362596/339179 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 26 1.88 1.69 2.07 1.8 1.8 -4 5500 T2 26 1.88 1.69 2.07 1.9 1.9 1 5500 T3 26 1.88 1.69 2.07 1.8 1.8 -4 5500 T4 26 1.88 1.69 2.07 1.9 1.9 1 5500 T5 1 26 1.88 1.69 2.07 1.9 1.9 1 5500 T6 32 2.38 2.14 2.62 2.6 2.6 9 5500 T7 32 2.38 2.14 2.62 2.5 2.5 5 5500 T8 32 2.38 2.14 2.62 2.5 2.5 5 5500 T9 32 2.38 2.14 2.62 2.4 2.4 1 5500 T10 32 2.38 2.14 2.62 2.5 2.5 5 5500 T11 32 2.38 2.14 1 2.62 2.4 2.4 1 5500 T12 1 32 2.38 2.14 2.62 2.4 2.4 1 5500 T13 32 2.38 2.14 2.62 2.5 2.5 5 5500 T14 32 2.38 2.14 2.62 2.4 2.4 1 5500 T15 32 2.38 2.14 2.62 2.5 2.5 5 5500 T16 26 1.88 1.69 2.07 1.9 1.9 1 5500 T17 26 1.88 1.69 2.07 1.9 1.9 1 5500 T18 26 1.88 1.69 2.07 1.8 1.8 -4 5500 T19 32 2.38 2.14 1 2.62 2.4 2.4 1 5500 T20 32 2.38 2.14 2.62 2.6 2.6 9 5500 T21 32 2.38 2.14 2.62 2.3 2.3 -3 5500 T22 32 2.38 2.14 2.62 2.3 2.3 -3 5500 T23 32 2.38 2.14 2.62 2.4 2.4 1 5500 T24 32 2.38 2.14 2.62 2.5 2.5 5 5500 T25 32 2.38 2.14 2.62 2.3 2.3 -3 5500 T26 1 32 2.38 2.14 2.62 1 2.4 1 1 2.4 1 5500 Page 1 of 9 www.dallasfargo.com Checked By: r AR[3FU COPt8tIL7CAi1tT 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.: PHI -3671/6457-006 Gauge No.: 362596/R-145 Location: Floor Slab Building 10 (Type VIII) [ Pour 1 & 2 ] Floor Slab Building 10 (Type VIII) Garges 1,2 & 3 Report Date: 6/22/2017 Stressed Date: 6/7/17-6/21/17 Project No: M16-4962 Calibration Date: 4/22/17-5/23/17 Pump No.: 362596/339179 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) T27 32 2.38 2.14 2.62 2.5 2.5 5 5500 T28 32 2.38 2.14 2.62 2.5 2.5 5 5500 T29 60 4.75 4.28 5.23 5.1 5.1 7 5500 T30 60 4.75 4.28 5.23 5.0 5.0 5 5500 T31 60 4.75 4.28 5.23 5.1 5.1 7 5500 T32 23 1.63 1.47 1.79 1.7 1.7 4 5500 T33 23 1.63 1.47 1.79 1.7 1.7 4 5500 T34 23 1.63 1.47 1 1.79 1.6 1.6 -2 5500 T35 66 5.25 4.73 5.78 5.3 5.3 1 5500 T36 66 5.25 4.73 5.78 5.5 5.5 5 5500 T37 65 5.25 4.73 5.78 5.3 5.3 1 5500 T38 65 5.25 4.73 1 5.78 5.5 5.5 5 5500 T39 65 5.25 4.73 5.78 5.4 5.4 3 5500 T40 65 5.25 4.73 5.78 5.4 5.4 3 5500 T41 65 5.25 4.73 5.78 5.2 5.2 -1 5500 T42 1 65 5.25 4.73 1 5.78 5.2 5.2 -1 5500 T43 66 5.25 4.73 5.78 5.3 5.3 1 5500 T44 66 5.25 4.73 5.78 5.2 5.2 -1 5500 T45 23 1.63 1.47 1.79 1.6 1.6 1 -2 5500 T46 23 1.63 1.47 1 1.79 1.6 1.6 -2 5500 T47 23 1.63 1.47 1.79 1.7 1.7 4 5500 T48 18 1.25 1.13 1.38 1.3 1.3 4 5500 T49 18 1.25 1.13 1.38 1.3 1.3 4 5500 T50 18 1.25 1.13 1 1.38 1.3 1.3 4 5500 T51 18 1 1.25 1.13 1.38 1.3 1 1.3 4 5500 T52 18 1.25 1.13 1.38 1.2 1.2 1 -4 5500 Page 2 of 9 www.dallasfargo.com Checked By: I 'FARC30 q -0w VX.T'"TU -Twc 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.: PHI -3671/6457-006 Gauge No.: 362596/R-145 Location: Floor Slab Building 10 (Type VIII) [ Pour 1 & 2 ] Floor Slab Building 10 (Type VIII) Garges 1,2 & 3 Report Date: 6/22/2017 Stressed Date: 6/7/17-6/21/17 Project No: M16-4962 Calibration Date: 4/22/17-5/23/17 Pump No.: 362596/339179 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) T53 18 1.25 1.13 1.38 1.2 1.2 -4 5500 T54 18 1.25 1.13 1.38 1.3 1.3 4 5500 T55 1 18 1.25 1.13 1.38 1.2 1.2 -4 5500 T56 18 1.25 1.13 1.38 1.2 1.2 -4 5500 T57 18 1.25 1.13 1.38 1.2 1.2 -4 5500 T58 18 1.25 1.13 1.38 1.2 1.2 -4 5500 T59 18 1.25 1.13 1.38 1.3 1.3 4 5500 T60 95 7.63 6.87 8.39 7.1 7.1 -7 5500 T61 95 7.63 6.87 1 8.39 7.5 7.5 -2 5500 T62 94 7.50 6.75 8.25 7.4 7.4 -1 5500 T63 94 7.50 6.75 8.25 7.1 7.1 -5 5500 T64 94 7.50 6.75 8.25 7.3 7.3 1 -3 5500 T65 94 7.50 1 6.75 8.25 7.5 7.5 0 5500 T66 95 7.63 6.87 8.39 7.6 7.6 0 5500 T67 95 7.63 6.87 8.39 7.2 7.2 -6 5500 T68 1 12 0.67 0.60 0.73 0.7 0.7 5 5500 T69 12 0.67 1 0.60 0.73 0.7 0.7 5 5500 T70 14 0.88 0.79 0.96 0.9 0.9 3 5500 T71 90 7.13 6.42 1 7.84 7.3 7.3 1 2 5500 T72 90 7.13 6.42 7.84 7.5 7.5 5 5500 T73 90 7.13 6.42 7.84 7.6 7.6 7 5500 T74 90 7.13 6.42 7.84 7.2 7.2 1 5500 T75 90 7.13 6.42 1 7.84 7.4 7.4 4 5500 T76 90 7.13 6.42 7.84 7.3 7.3 2 5500 T77 90 7.13 6.42 7.84 1 7.4 7.4 4 5500 T78 26 1 1.88 1 1.69 2.07 1 1.8 1 1 1.8 1 -4 1 5500 Page 3 of 9 www.dallasfargo.com Checked By: ARGO C OWSULTANTS 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.: PHI -3671/6457-006 Gauge No.: 362596/R-145 Location: Floor Slab Building 10 (Type VIII) [ Pour 1 & 2 ] Floor Slab Building 10 (Type VIII) Garges 1,2 & 3 Report Date: 6/22/2017 Stressed Date: 6/7/17-6/21/17 Project No: M16-4962 Calibration Date: 4/22/17-5/23/17 Pump No.: 362596/339179 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) T79 26 1.88 1.69 2.07 1.8 1.8 -4 5500 T80 26 1.88 1.69 2.07 1.8 1.8 -4 5500 T81 26 1.88 1.69 2.07 1.9 1.9 1 5500 T82 26 1.88 1.69 2.07 1.8 1.8 -4 5500 T83 1 32 2.38 2.14 2.62 2.3 2.3 -3 5500 T84 32 2.38 2.14 2.62 2.5 2.5 5 5500 T85 32 2.38 2.14 2.62 2.4 2.4 1 5500 T86 32 2.38 2.14 2.62 2.5 2.5 5 5500 T87 32 2.38 2.14 2.62 2.4 2.4 1 5500 T88 32 2.38 2.14 2.62 2.4 2.4 1 5500 T89 32 2.38 2.14 2.62 2.4 2.4 1 5500 T90 32 2.38 2.14 2.62 2.5 2.5 5 5500 T91 32 2.38 2.14 2.62 2.5 2.5 5 5500 T92 32 2.38 2.14 1 2.62 2.4 2.4 1 5500 T93 26 1.88 1.69 2.07 1.8 1.8 -4 5500 T94 26 1.88 1.69 2.07 1.9 1.9 1 5500 T95 26 1.88 1.69 2.07 1.8 1.8 -4 5500 T96 32 2.38 2.14 2.62 2.4 2.4 1 5500 T97 32 2.38 2.14 2.62 2.5 2.5 5 5500 T98 32 2.38 2.14 2.62 2.5 2.5 5 5500 T99 32 2.38 2.14 2.62 2.5 2.5 5 5500 T100 32 2.38 2.14 2.62 2.5 2.5 5 5500 T101 32 2.38 2.14 2.62 2.5 2.5 5 5500 T102 32 2.38 2.14 2.62 2.4 2.4 1 5500 T103 1 32 2.38 2.14 2.62 2.4 1 1 2.4 1 1 5500 T104 1 32 1 2.38 2.14 2.62 2.6 1 1 2.6 1 9 5500 Page 4 of 9 www.dallasfargo.com Checked Bw AN) ARC10 C ONSULTA NTA. TNCJ 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.: PHI -3671/6457-006 Gauge No.: 362596/R-145 Location: Floor Slab Building 10 (Type VIII) [ Pour 1 & 2 ] Floor Slab Building 10 (Type VIII) Garges 1,2 & 3 Report Date: 6/22/2017 Stressed Date: 6/7/17-6/21/17 Project No: M16-4962 Calibration Date: 4/22/17-5/23/17 Pump No.: 362596/339179 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) T105 32 2.38 2.14 2.62 2.5 2.5 5 5500 T106 26 1.88 1.69 2.07 1.8 1.8 -4 5500 T107 26 1.88 1.69 2.07 1.8 1.8 -4 5500 T108 26 1.88 1.69 2.07 1.9 1.9 1 5500 T109 32 2.38 2.14 2.62 2.4 2.4 1 5500 T110 32 2.38 2.14 2.62 2.6 2.6 9 5500 T111 32 2.38 2.14 2.62 2.3 2.3 -3 5500 T112 32 2.38 2.14 2.62 2.5 2.5 5 5500 T113 32 2.38 2.14 2.62 2.5 2.5 5 5500 T114 32 2.38 2.14 2.62 2.4 2.4 1 5500 T115 32 2.38 2.14 2.62 2.4 2.4 1 5500 T116 32 2.38 2.14 2.62 2.6 2.6 9 5500 T117 32 2.38 2.14 2.62 2.5 2.5 5 5500 T118 32 1 2.38 1 2.14 2.62 2.3 1 2.3 -3 5500 Garage G1 T1 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T2 23 1.63 1.47 1.79 1.7 1.7 4 5500 T3 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T4 23 1.63 1.47 1.79 1.7 1.7 4 5500 T5 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T6 23 1.63 1.47 1.79 1.7 1.7 4 5500 T7 23 1.63 1.47 1.79 1 1.6 1.6 -2 5500 T8 23 1.63 1.47 1.79 1.7 1.7 4 5500 T9 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T10 23 1.63 1.47 1.79 1.7 1.7 4 1 5500 rf 1 Page 5 of 9 www.dallasfargo.com Checked By: AnGO COf7$LYLTp1NTs II4C 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.: PHI -3671/6457-006 Gauge No.: 362596/R-145 Location: Floor Slab Building 10 (Type VIII) [ Pour 1 & 2 ] Floor Slab Building 10 (Type VIII) Garges 1,2 & 3 Report Date: 6/22/2017 Stressed Date: 6/7/17-6/21/17 Project No: M16-4962 Calibration Date: 4/22/17-5/23/17 Pump No.: 362596/339179 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) T11 23 1.63 1.47 1.79 1.7 4 1.7 4 5500 T12 1 23 1.63 1.47 1.79 1.6 1.6 1 -2 5500 T13 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T14 23 1.63 1.47 1.79 1.7 1.7 4 5500 T15 23 1.63 1.47 1 1.79 1.7 1.7 4 5500 T16 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T17 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T18 23 1.63 1.47 1.79 1.7 1.7 4 5500 T19 23 1.63 1.47 1 1.79 1.7 1.7 4 5500 T20 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T21 23 1.63 1.47 1.79 1.6 1.6 -2 5500 *T22 23 1.63 1.47 1.79 1.6 1.6 -2 5400 T23 49 3.88 3.49 4.27 4.0 4.0 3 5500 T24 49 3.88 3.49 4.27 3.9 3.9 1 5500 T25 49 3.88 3.49 4.27 3.9 3.9 1 5500 T26 49 3.88 3.49 4.27 4.1 4.1 6 5500 T27 49 3.88 3.49 4.27 4.0 4.0 3 5500 T28 49 3.88 3.49 4.27 3.9 3.9 1 5500 T29 49 3.88 3.49 4.27 4.1 4.1 6 5500 T30 49 3.88 3.49 4.27 3.7 3.7 -5 5500 T31 49 3.88 3.49 4.27 3.7 3.7 1 -5 1 5500 T32 49 3.88 3.49 1 4.27 3.9 3.9 1 1 1 5500 Garage G2 T1 23 1.63 1.47 1.79 1.7 1.7 4 5500 T2 23 1.63 1.47 1.79 1.7 1.7 4 5500 Page 6 of 9 www.dallasfargo.com Checked BY:� i' ARCO CONSUX.TAWTS, ''KNO 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.: PHI -3671/6457-006 Gauge No.: 362596/R-145 Location: Floor Slab Building 10 (Type VIII) [ Pour 1 & 2 ] Floor Slab Building 10 (Type VIII) Garges 1,2 & 3 Report Date: 6/22/2017 Stressed Date: 6/7/17-6/21/17 Project No: M16-4962 Calibration Date: 4/22/17-5/23/17 Pump No.: 362596/339179 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) T3 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T4 23 1.63 1.47 1.79 1.7 1.7 4 5500 T5 23 1.63 1.47 1.79 1.7 1.7 4 5500 T6 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T7 23 1.63 1.47 1.79 1 1.7 1.7 4 5500 T8 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T9 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T10 23 1.63 1.47 1 1.79 1.6 1.6 -2 5500 T11 23 1.63 1.47 1.79 1.7 1.7 4 5500 T12 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T13 23 1.63 1.47 1.79 1.7 1.7 4 5500 T14 23 1.63 1.47 1 1.79 1.7 1.7 4 5500 T15 25 1.88 1.69 2.07 1.9 1.9 1 5500 T16 25 1.88 1.69 2.07 1.8 1.8 -4 5500 T17 25 1.88 1.69 2.07 1.9 1.9 1 5500 T18 25 1.88 1.69 1 2.07 2.0 2.0 6 5500 T19 25 1.88 1.69 2.07 1.9 1.9 1 5500 T20 25 1.88 1.69 2.07 1.8 1.8 -4 5500 T21 25 1.88 1.69 2.07 1.8 1.8 -4 5500 T22 25 1.88 1.69 2.07 1.9 1.9 1 5500 T23 1 25 1.88 1.69 2.07 2.0 1 2.0 6 1 5500 T24 1 25 1.88 1.69 2.07 2.0 1 2.0 1 6 5500 Garage G3 T1 49 3.88 3.49 4.27 3.9 3.9 1 5500 T2 49 3.88 1 3.49 4.27 4.0 4.0 3 5500 Page 7 of 9 www.dallasfargo.com Checked By. 2324 Fabens Rd., Dallas, TX 75229 Tel. (214) 352-4100 Fax. (214) 352-4811 F"00 COXSUXLTANTB, Ime, FIELD POST TENSION STRESSING RECORD "Revised Report" Client: JLB Partners, LP Report Date: 6/22/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 6/7/17-6/21/17 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: PHI -3671/6457-006 Calibration Date: 4/22/17-5/23/17 Gauge No.: 362596/R-145 Pump No.: 362596/339179 Location: Floor Slab Building 10 (Type VIII) [ Pour 1 & 2 ] Floor Slab Building 10 (Type VIII) Garges 1,2 & 3 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) T3 49 3.88 3.49 4.27 4.1 4.1 6 5500 T4 49 3.88 3.49 4.27 3.8 3.8 -2 5500 T5 49 3.88 3.49 4.27 4.0 4.0 3 5500 T6 49 3.88 3.49 4.27 3.9 3.9 1 5500 T7 49 3.88 3.49 4.27 1 4.1 4.1 6 5500 T8 49 3.88 3.49 4.27 4.2 4.2 8 5500 T9 49 3.88 3.49 4.27 3.9 3.9 1 5500 T10 49 3.88 3.49 1 4.27 4.1 4.1 6 5500 T11 23 1.63 1.47 1.79 1.7 1.7 4 5500 T12 23 1.63 1.47 1.79 1.7 1.7 4 5500 T13 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T14 23 1.63 1.47 1 1.79 1.6 1.6 -2 5500 T15 23 1.63 1.47 1.79 1.7 1.7 4 5500 T16 23 1.63 1.47 1.79 1.7 1.7 4 5500 T17 23 1.63 1.47 1.79 1.7 1.7 4 5500 T18 23 1.63 1.47 1 1.79 1.6 1.6 -2 5500 T19 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T20 23 1.63 1.47 1.79 1.7 1.7 4 5500 T21 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T22 23 1.63 1.47 1 1.79 1.6 1.6 -2 5500 T23 23 1.63 1.47 1.79 1.6 1.6 1 -2 5500 T24 23 1.63 1.47 1.79 1.7 1.7 4 5500 T25 23 1.63 1.47 1.79 1.7 1.7 4 5500 T26 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T27 23 1.63 1.47 1.79 1.7 1.7 4 5500 T28 23 1 1.63 1.47 1.79 1.7 1.7 4 5500 Page 8 of 9 www.dallasfargo.com Checked 8y:� ARGO ClQNSi7LTANT$ 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.: PHI -3671/6457-006 Gauge No.: 362596/R-145 Location: Floor Slab Building 10 (Type VIII) [ Pour 1 & 21 Floor Slab Building 10 (Type VIII) Garges 1,2 & 3 Report Date: 6/22/2017 Stressed Date: 6/7/17-6/21/17 Project No: M16-4962 Calibration Date: 4/22/17-5/23/17 Pump No.: 362596/339179 Tolerance: ± 10% Revised Report reflecting the elongations recorded for the * Repaired Cable ID T22 Garage 1 on 6/21/17. Page 9 of 9 www.dallasfargo.com Checked By, -� Required Minimum Maximum First Second Total Variation in Cable ID Strand Elongation Elongation Elongation Elongation Elongation Elongation % Final Pressure Mark (PSI) (Inch) (Inch (Inch) (Inch) (Inch) (Inch) Elongation T29 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T30 23 1.63 1.47 1.79 1.6 1.6 -2 5500 T31 23 1.63 1.47 1.79 1.7 1.7 4 5500 T32 23 1.63 1.47 1.79 1.7 1.7 4 5500 Revised Report reflecting the elongations recorded for the * Repaired Cable ID T22 Garage 1 on 6/21/17. Page 9 of 9 www.dallasfargo.com Checked By, -� Deady Cable inc. 4416 Keller Hicks Rd., 412 1 Fort Worth, TX 76244 817.379.6553 Main 817.379.4007 Fax REPORT: OSMAN PUMP S/N: 339179 RAM S/N: 06457-006 GAUGE- R-145 DATE: 5/23/2017 CALIBRATION STANDARD. P-3500 STRAIN INDICATOR 0148342 LOAD CELL 50 KIPS 070202 Gauge Pressure (PSI) Load Cell Readings Average of Three headings #1 #2 #3 1 1,000 6,220 6,380 6,500 6,367 2,000 12,360 12,500 12,620 12,493 3,000 18,480 18,600 18,740 18,607 4,000 24,440 24,580 24,700 24,573 5,000 30,380 30,600 30,660 30,513 6,000 36,560 _ 36,700 36,860 36,707 40M � 35009 w 30090 V a 25000 e 20000 Z s5000 m t000Q h 5000 0 E 3000 2000 309[1 40W 5000 6000 7000 GAUQF PRESSURE {pnf} Y = 6.0493x r 37.31.87 For a stressing farce of 33,050 pounds, a gauge pressure of ,_4M Is required. TECH: 3. Hernandez IR