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HomeMy WebLinkAboutFargo Consultants, Inc. - 8/8/2017 (2))-"� w -c --o' AR OCOXHULTANTB.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.: 07634-015 Gauge No.: R-92 Location: Floor Slab Building 19 (Mail/Dog Wash Building) Report Date: 8/8/2017 Stressed Date: 8/7/2017 Project No: M16-4962 Calibration Date: 7/19/2017 Pump No.: 324670 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 1.8 1.8 -4 5500 T5 26 1.88 1.69 1 2.07 1.9 1.9 1 5500 T6 26 1.88 1.69 2.07 2.0 2.0 6 5500 T7 26 1.88 1.69 2.07 1.8 1.8 -4 5500 T8 26 1.88 1.69 2.07 1.8 1.8 -4 5500 T9 26 1.88 1.69 2.07 1.8 1.8 -4 5500 T10 26 1.88 1.69 2.07 1.9 1.9 1 5500 T11 28 2.13 1.92 1 2.34 2.2 2.2 3 5500 T12 28 2.13 1.92 2.34 2.3 2.3 8 5500 T13 28 2.13 1.92 2.34 2.1 2.1 -1 5500 T14 28 2.13 1.92 2.34 2.1 2.1 -1 5500 T15 28 2.13 1.92 2.34 2.2 2.2 3 5500 T16 40 3.13 2.82 3.44 3.3 3.3 5 5500 T17 40 3.13 2.82 3.44 3.2 3.2 2 5500 T18 40 3.13 2.82 3.44 3.1 3.1 -1 5500 T19 39 3.00 2.70 3.30 2.9 2.9 -3 5500 T20 39 3.00 2.70 3.30 3.0 3.0 0 5500 T21 39 3.00 2.70 3.30 3.1 3.1 3 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 3.30 3.0 3.0 0 5500 T26 39 3.00 2.70 3.30 3.2 3.2 7 5500 T27 49 3.88 3.49 4.27 4.0 1 4.0 1 3 5500 T28 1 49 1 3.88 1 3.49 1 4.27 4.1 1 1 4.1 1 6 5500 Page 1 of 2 www.dallasfargo.com Checked By: 2324 Fabens Rd., Dallas, TX 75229 -- tr Tel. (214) 352-4100 Fax. (214) 352-4811 n�tao CaY�t3[iUTANTS Tl�res FIELD POST TENSION STRESSING RECORD Client: JLB Partners, LP Report Date: 8/8/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 8/7/2017 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: 07634-015 Calibration Date: 7/19/2017 Gauge No.: R-92 Pump No.: 324670 Location: Floor Slab Building 19 (Mail/Dog Wash Building) 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) T29 49 3.88 3.49 4.27 3.9 3.9 1 5500 T30 49 3.88 3.49 4.27 3.8 3.8 -2 5500 T31 49 3.88 3.49 4.27 4.0 4.0 3 5500 T32 49 3.88 3.49 4.27 3.8 3.8 -2 5500 T33 49 3.88 3.49 4.27 3.8 3.8 1 -2 5500 T34 49 3.88 1 3.49 4.27 3.6 3.6 -7 5500 T35 49 3.88 3.49 4.27 4.0 4.0 3 5500 T36 49 3.88 3.49 4.27 4.1 4.1 6 5500 T37 49 3.88 3.49 4.27 3.8 3.8 -2 5500 T38 49 3.88 3.49 4.27 3.7 3.7 -5 5500 T39 49 3.88 3.49 4.27 3.8 3.8 -2 5500 T40 49 3.88 3.49 4.27 4.1 4.1 6 5500 T41 19 1.38 1.24 1.52 1.5 1.5 9 5500 T42 19 1.38 1.24 1.52 1.3 1.3 -6 5500 T43 19 1.38 1.24 1.52 1.3 1.3 -6 5500 T44 19 1.38 1.24 1.52 1.4 1.4 1 5500 T45 19 1.38 1 1.24 1.52 1.3 1.3 -6 5500 Page 2 of 2 www.dallasfargo.com Checked By: Read C 4416 Keller Hi(:k5 Rd• Fort Worth, 7'X 76244 817.379,6553 Main .17.379.4007 Fax REPORT: EMILI04� PUMP S/N-, 324670 RAM SIN. 07634-015 DATE: 7/19/2017 GAUGE: R-92 CA1.IBRA-HON STANDARD. P -3500 STRAIN TN1aECATOR 0148342 LOAD CELL 50 KIPS 070202 Load Cell Readings Gauge Pressure Average of Three (PSI) #1 #2 #3 Readings g 1,000 6;360 6,500 6,660 _ ~12,600 j 6,507 2,000 12,486 12,740 12.,607 30000 18,240 18,360 18,500 7.8,367 "-4,373 30,57.3 4,000 24,220 24,380 24,520 50000 30,440— 30,580 30,7'00 6,000 3fa,400 3fi,520 36,6G0 36,5 27 40000 35000 Er 7r.10flll. 1 '0[111;! GAUGE PRc7SL NC600(] 1N51] For stress# force'If 33,05() Potsnrfs, a is Presst~ ur� ` Ire(Itured,