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Home My WebLink AboutFargo Consultants, Inc. - 6/22/2017 (3):..., A" '0 , NO 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 Report Date: 6/22/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 6/21/2017 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: 6457-006 Calibration Date: 5/23/2017 Gauge No.: R-145 Pump No.: 339179 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) 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 1 3.58 3.1 3.1 -5 5400 T7 41 3.25 2.93 3.58 3.3 3.3 2 5400 T8 1 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 1 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 3.30 3.2 3.2 1 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 3.30 3.1 3.1 3 5400 T19 39 3.00 2.70 3.30 3.1 3.1 3 5400 T20 39 3.00 2.70 1 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 3.30 3.0 3.0 0 5400 T23 39 3.00 2.70 3.30 3.2 3.2 7 1 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 1 3.0 1 3.0 1 0 5400 T27 39 3.00 2.70 3.30 1 3.2 1 3.2 1 7 5400 Page 1 of 4 www.dallasfargo.com Checked By: "_ 0 � x+'Ait(�� G'OI7SY]LT�iN'T5, T1VC 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.: 6457-006 Gauge No.: R-145 Location: Floor Slab Building 8 (Type IX) Report Date: 6/22/2017 Stressed Date: 6/21/2017 Project No: M16-4962 Calibration Date: 5/23/2017 Pump No.: 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) T28 39 3.00 2.70 3.30 3.0 3.0 0 5400 T29 1 39 3.00 2.70 1 3.30 3.0 3.0 1 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 1 2.70 3.30 3.0 3.0 0 5400 T34 39 3.00 2.70 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 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 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 1 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 1 5400 T54 39 3.00 2.70 1 3.30 3.2 1 3.2 1 7 5400 Page 2 of 4 www.dallasfargo.com Checked By ■ .� f' FARGO 001TSUMTAN'TS, 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.: 6457-006 Gauge No.: R-145 Location: Floor Slab Building 8 (Type IX) Report Date: 6/22/2017 Stressed Date: 6/21/2017 Project No: M16-4962 Calibration Date: 5/23/2017 Pump No.: 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) 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 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 1 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 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 1 12.52 11.5 0.0 11.5 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 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 1 12.52 10.5 0.5 11.0 -3 5400 T80 142 11.38 10.24 12.52 1 11.0 0.5 1 11.5 1 1 5400 T81 142 11.38 10.24 12.52 11.2 1 0.0 11.2 -2 5400 Page 3 of 4 www.dallasfargo.com Checked By .-i I I r AH(30 CONSULTANTSMCC 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.: 6457-006 Gauge No.: R-145 Location: Floor Slab Building 8 (Type IX) Report Date: 6/22/2017 Stressed Date: 6/21/2017 Project No: M16-4962 Calibration Date: 5/23/2017 Pump No.: 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) T82 140 11.13 10.02 12.24 10.5 1.0 11.5 3 5400 T83 140 11.13 10.02 1 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 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 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 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 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 1.6 1.6 -2 1 5400 T102 23 1 1.63 1.46 1.79 1. 1.6 1 1 1.6 1 -2 1 5400 * Repair Required. Page 4 of 4 www.dallasfargo.com Checked By: Gauge Pressure (PSI) Ready Cable ine. s y 4416 Keller Hicks Rd., #2 1 1 Fork Worth, TX 76244 6,220 6,380 817.379.6553 Main .. 2,000 817.379,4007 Fax 12,500 12,620 12,493 �}c y: 2''.. 18,480 REPORT. OSMAH PUMP S/N: 339179 4,000 24,440 RAM S/N: 06457-006 24,700 24,573 GAUGE: R-145 DATE: 5/23/2017 I CALIBRATION STANDARD,- P-3504 STRAIN INDICATOR 0148342 351560 LOAD CELL 50 KIPS 070202 Gauge Pressure (PSI) Load Cell Read in s Average of Three Readings 91 #2 1 #3 1,000 6,220 6,380 6,500 6,367 2,000 12,360 12,500 12,620 12,493 3,004 18,480 18.600 18,740 18,607 4,000 24,440 24,580 24,700 24,573 5,000 30,380 30,580 30,660 30,513 6,004 351560 36,700 36,860 36,707 40000 35000 ,u 3Fl000 U 7.:i4{7f] � 2�YU00 � i5LYJ0 an 1 W00 w 50110 0 0 1010 200, 3000 400 5000 61100 7000 GAUGE PRESSURE (*) Y " 6.I4$37t + 370.6'