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HomeMy WebLinkAboutFargo Consultants, Inc. - 5/23/2017 (2)'i Y AILGO OONFSTIILTA 14TB THTC 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.: 3570 Gauge No.: R-156 Location: Floor Slab Building 17 (Type 11-A) Pour 4 Report Date: 5/23/2017 Stressed Date: 5/22/2017 Project No: M16-4962 Calibration Date: 4/4/2017 Pump No.: 367282 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 30 2.25 2.03 2.48 2.3 2.3 2 5500 T2 30 2.25 2.03 2.48 2.3 2.3 2 5500 T3 65 5.25 4.73 5.78 4.9 4.9 -7 5500 T4 65 5.25 4.73 5.78 5.0 5.0 -5 5500 T5 65 5.25 4.73 5.78 1 5.0 5.0 -5 5500 T6 65 5.25 4.73 5.78 T7 65 5.25 4.73 5.78 5.3 5.3 1 5500 T8 65 5.25 4.73 1 5.78 5.0 5.0 -5 5500 T9 65 5.25 4.73 5.78 5.0 5.0 -5 5500 T10 65 5.25 4.73 5.78 4.9 4.9 -7 5500 T11 65 5.25 4.73 5.78 5.2 5.2 -1 5500 T12 65 5.25 4.73 5.78 5.1 5.1 -3 5500 T13 67 5.38 4.84 1 5.92 5.3 5.3 -1 5500 T14 67 5.38 4.84 5.92 5.0 5.0 -7 5500 T15 67 5.38 4.84 5.92 5.3 5.3 -1 5500 T16 67 5.38 4.84 5.92 5.4 5.4 0 5500 T17 67 5.38 4.84 5.92 5.5 5.5 2 5500 T18 67 5.38 4.84 5.92 5.2 5.2 -3 5500 T19 67 5.38 4.84 5.92 5.3 5.3 -1 5500 T20 67 5.38 4.84 5.92 5.5 5.5 2 5500 T21 67 5.38 4.84 5.92 5.6 5.6 4 5500 T22 67 5.38 4.84 5.92 5.1 5.1 -5 5500 T23 67 5.38 4.84 5.92 5.2 5.2 -3 5500 T24 67 5.38 4.84 5.92 5.3 5.3 -1 5500 T25 65 5.25 4.73 5.78 5.4 5.4 3 5500 T26 65 5.25 4.73 5.78 5.3 5.3 1 1 1 5500 T27 65 5.25 4.73 5.78 5.2 1 5.2 1 -1 1 5500 Page 1 of 3 www.dallasfargo.com Checked 6y: Y IFAROO CONSUT-TATVTS, 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.: 3570 Gauge No.: R-156 Location: Floor Slab Building 17 (Type II -A) Pour 4 Report Date: 5/23/2017 Stressed Date: 5/22/2017 Project No: M16-4962 Calibration Date: 4/4/2017 Pump No.: 367282 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 65 5.25 4.73 5.78 5.3 5.3 1 5500 T29 30 2.25 2.03 2.48 2.3 2.3 2 5500 T30 30 2.25 2.03 2.48 2.2 2.2 -2 5500 T31 30 2.25 2.03 2.48 2.2 2.2 -2 5500 T32 30 2.25 2.03 2.48 2.2 2.2 -2 5500 T33 15 1.00 0.90 1.10 1.0 1.0 0 5500 T34 15 1.00 0.90 1.10 1.0 1.0 0 5500 T35 71 5.63 5.07 L 6.19 5.8 5.8 3 5500 T36 71 5.63 5.07 6.19 5.9 5.9 5 5500 T37 71 5.63 5.07 6.19 5.8 5.8 3 5500 T38 71 5.63 5.07 6.19 5.9 5.9 5 5500 T39 71 5.63 5.07 6.19 5.9 5.9 5 5500 T40 71 5.63 5.07 6.19 5.8 5.8 3 5500 T41 74 6.00 5.40 6.60 5.7 5.7 -5 5500 T42 74 6.00 5.40 6.60 5.8 5.8 -3 5500 T43 68 5.38 4.84 5.92 5.3 5.3 -1 5500 T44 68 5.38 4.84 5.92 5.2 5.2 -3 5500 T45 68 5.38 4.84 5.92 5.4 5.4 0 5500 T46 68 5.38 4.84 1 5.92 5.5 5.5 2 5500 T47 68 5.38 4.84 5.92 5.3 5.3 -1 5500 T48 71 5.63 5.07 6.19 5.8 5.8 3 5500 T49 71 5.63 5.07 6.19 T50 58 4.63 4.17 5.09 4.5 4.5 -3 5500 T51 58 4.63 4.17 5.09 4.6 4.6 -1 5500 T52 26 1.88 1.69 2.07 1.9 1.9 1 5500 T53 26 1.88 1.69 2.07 1.8 1.8 1 -4 5500 T54 26 J 1.88 1 1.69 2.07 1.9 1.9 1 1 5500 Page 2 of 3 www.dallasfargo.com Checked By: y 0, ARCO C ON SUS-TANT$. 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.: 3570 Gauge No.: R-156 Location: Floor Slab Building 17 (Type II -A) Pour 4 Report Date: 5/23/2017 Stressed Date: 5/22/2017 Project No: M16-4962 Calibration Date: 4/4/2017 Pump No.: 367282 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 %(PSI) Elongation Final Pressure T55 26 1.88 1.69 2.07 1.9 1.9 1 5500 T56 70 5.50 4.95 6.05 5.2 5.2 -5 5500 T57 70 5.50 4.95 6.05 T58 69 5.50 4.95 6.05 5.3 5.3 -4 5500 T59 69 5.50 4.95 6.05 5.4 1 5.4 -2 5500 T60 69 5.50 4.95 6.05 5.2 5.2 -5 5500 T61 72 5.75 5.18 6.33 5.5 5.5 -4 5500 T62 72 5.75 5.18 6.33 5.8 5.8 1 5500 T63 69 5.50 4.95 6.05 5.6 5.6 2 5500 T64 69 5.50 4.95 6.05 5.5 5.5 0 5500 T65 69 5.50 4.95 6.05 5.3 5.3 -4 5500 T66 69 5.50 4.95 6.05 5.2 5.2 -5 5500 T67 69 5.50 4.95 6.05 5.3 5.3 -4 5500 T169 26 1.88 1.69 2.07 2.0 1 2.0 1 6 5500 T170 26 1 1.88 1.69 2.07 * Cables not stressed because the area was blocked . Page 3 of 3 www.dallasfargo.com Checked By. RCi Ready Cable ine. 4416 Keller Hicks Rd., Fort Worth, TX 76244 817.379.6553 Main 817.379.4007 Fax REPORT: JORGE RAM S/N: 3570 GAUGE: R-156 PUMP S/N: 367282 DATE: 4/4/2017 CALIBRATION STANDARD: P-3500 STRAIN INDICATOR 0148342 LOAD CELL 50 KIPS 070202 Gauge Pressure (PSI) 1,000 2,000 3,000 4,000 5,000 6,000 40000 H 35000 w 30000 va' 25000 O 20000 Z 15000 W 10000 co) 5000 0 0 Load Cell Readings #1 #2 #3 6,280 6,400 6,540 12,520 12,660 12,780 18,480 18,600 18,740 24,360 24,500 24,620 30,580 30,700 30,840 36,680 36,800 36,960 Average of Three Readings 6,407 12,653 18,607 24,493 30,707 36,813 1000 2000 3000 4000 GAUGE PRESSURE (psi) 5000 ouuU fU00 y = 6.0594x + 405.33 For a stressing force of 33,050 pounds, a gauge pressure of 5.500 is required. TECH: 3. Hernandez GR Or I r I I I- V w f' 1 0 1 b N ��, LO r O O O OQ O 3NVI 3UI:1 .9Z I'7 T— •-+ N n O a - zz 0 wt: ao 0 �a �owoz ¢g-0 o a U> ct ww90 a W 0 U O 0-