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HomeMy WebLinkAboutFargo Consultants, Inc. - 4/4/2017 (2)"L / / me - & a ARGO 0OWSMUTANTSINC. FIELD POST TENSION STRESSING RECORD Client: JLB Partners, LP Project Name: Grapevine Bluff Apartments Grapevine, Texas Equipment ID: Ram No.: PSL -3543 Gauge No.: R-129 2324 Fabens Rd., Dallas, TX 75229 Tel. (214) 352-4100 Fax. (214) 352-4811 Location: Floor Slab Building 18 (Type V) Pour 1 Report Date: 4/4/2017 Stressed Date: 4/3/2017 Project No: M16-4962 Calibration Date: 4/3/2017 Pump No.: 337462 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 S54 4.13 3.71 4.54 4.0 4.0 -3 5500 T2 BS55 4.25 3.83 4.68 4.2 4.2 -1 5500 T3 S54 4.13 3.71 4.54 4.1 4.1 -1 5500 T4 S16 0.88 0.79 0.96 0.9 0.9 3 5500 T5 BS17 1.00 0.90 1.10 1 1.0 1.0 0 5500 T6 S32 2.25 2.03 2.48 2.2 2.2 -2 5500 T7 BS33 2.38 2.14 2.61 2.3 2.3 1 -3 5500 T8 S32 2.25 2.03 2.48 2.2 2.2 -2 1 5500 T9 S93 7.25 6.53 7.98 7.2 7.2 -1 5500 T10 BS94 7.38 6.64 8.11 7.1 7.1 -4 5500 T11 S93 7.25 1 6.53 7.98 7.2 7.2 -1 5500 T12 S93 7.25 6.53 7.98 7.3 7.3 1 5500 T13 S93 7.25 6.53 7.98 7.3 7.3 1 5500 T14 S95 7.50 6.75 1 8.25 7.4 7.4 -1 5500 T15 BS96 7.50 6.75 8.25 7.8 7.8 4 5500 T16 S95 7.50 6.75 8.25 7.8 7.8 4 5500 T17 S95 7.50 6.75 8.25 7.4 7.4 -1 5500 T18 S95 7.50 6.75 1 8.25 7.5 7.5 0 5500 T19 BS96 7.50 6.75 8.25 7.8 7.8 4 5500 T20 S95 7.50 6.75 8.25 7.3 7.3 -3 5500 T21 S95 7.50 6.75 8.25 7.6 7.6 1 5500 T22 BS96 7.50 6.75 1 8.25 7.8 7.8 4 5500 T23 S95 7.50 6.75 8.25 7.8 7.8 4 5500 T24 S95 7.50 6.75 8.25 7.8 7.8 4 5500 T25 S95 7.50 6.75 8.25 7.9 7.9 5 5500 T26 S95 7.50 1 6.75 1 8.25 7.6 1 7.6 1 5500 T27 BS96 7.50 1 6.75 1 8.25 7.9 1 7.9 5 1 5500 Page 1 of 3 www.dallasfargo.com Checked By: ARGO 0Q1`1 SULT.ANT lkfd 1 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.: PSL -3543 Gauge No.: R-129 Location: Floor Slab Building 18 (Type V) Pour 1 Report Date: 4/4/2017 Stressed Date: 4/3/2017 Project No: M16-4962 Calibration Date: 4/3/2017 Pump No.: 337462 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 S93 7.25 6.53 7.98 7.5 7.5 3 5500 T29 S93 7.25 6.53 7.98 7.6 7.6 5 5500 T30 S93 7.25 6.53 7.98 7.5 7.5 3 5500 T31 S93 7.25 6.53 7.98 7.6 7.6 5 5500 T32 BS94 7.38 6.64 1 8.11 7.5 7.5 2 5500 T33 S93 7.25 6.53 7.98 7.6 7.6 5 5500 T34 S93 7.25 6.53 7.98 7.6 7.6 5 5500 T35 S93 7.25 6.53 7.98 7.6 7.6 5 5500 T36 S93 7.25 6.53 1 7.98 7.5 7.5 3 5500 T37 BS94 7.38 6.64 8.11 7.6 7.6 3 5500 T38 BS74 5.75 5.18 6.33 6.0 6.0 4 5500 T39 S73 5.63 5.06 6.19 5.9 5.9 5 5500 T40 S72 5.50 4.95 6.05 5.8 5.8 5 5500 T41 S72 5.50 4.95 6.05 5.8 5.8 5 5500 T42 8573 5.63 5.06 6.19 5.7 5.7 1 5500 T43 S72 5.50 4.95 6.05 5.8 5.8 5 5500 T44 S73 5.63 5.06 6.19 5.8 5.8 3 5500 T45 BS77 6.13 5.51 6.74 6.1 6.1 0 5500 T46 S76 6.00 5.40 1 6.60 5.7 5.7 -5 5500 T47 S71 5.50 4.95 6.05 5.6 5.6 2 5500 T48 S70 5.38 4.84 5.91 5.5 5.5 2 5500 T49 S70 5.38 4.84 5.91 5.5 5.5 2 5500 T50 BS74 5.75 5.18 6.33 5.6 5.6 -3 5500 T51 S73 5.63 5.06 6.19 5.6 5.6 0 5500 T52 S63 4.88 4.39 5.36 5.0 5.0 3 5500 T53 S63 4.88 1 4.39 5.36 4.6 4.6 -6 5500 T54 BS72 5.50 1 4.95 6.05 5.4 1 5.4 1 -2 5500 Page 2 of 3 www.dallasfargo.com Checked E3y:-i-` i �E'AIt,C.:4 Cd1VSUT:TATIT'�:. UNG. 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: 4/4/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 4/3/2017 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: PSL -3543 Calibration Date: 4/3/2017 Gauge No.: R-129 Pump No.: 337462 Location: Floor Slab Building 18 (Type V) Pour 1 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 S71 5.50 4.95 6.05 5.6 5.6 2 5500 T56 S70 5.38 4.84 5.91 1 5.6 5.6 4 5500 T57 S70 5.38 4.84 5.91 5.5 5.5 2 5500 T58 S70 5.38 4.84 5.91 5.5 5.5 2 5500 T59 BS73 5.63 5.06 1 6.19 5.4 5.4 -4 5500 T60 S72 5.50 4.95 6.05 5.5 5.5 0 5500 T61 S70 5.38 4.84 5.91 5.6 5.6 4 5500 T62 S70 5.38 4.84 5.91 5.4 5.4 0 5500 T63 S70 5.38 4.84 1 5.91 5.7 5.7 6 5500 T64 BS71 5.50 4.95 6.05 5.3 5.3 -4 5500 T65 S70 5.38 4.84 5.91 5.3 5.3 -1 5500 T66 S70 5.38 4.84 5.91 5.6 5.6 4 5500 T67 S70 5.38 4.84 5.91 5.4 5.4 0 5500 T68 S70 5.38 4.84 5.91 5.3 5.3 -1 5500 T69 BS73 5.63 5.06 6.19 5.5 5.5 -2 5500 T70 S72 5.50 4.95 6.05 5.6 5.6 2 5500 T71 S69 5.38 4.84 5.91 5.6 5.6 4 5500 T72 S69 5.38 4.84 5.91 5.1 5.1 -5 5500 T73 S69 5.38 4.84 1 5.91 5.6 5.6 4 5500 T74 BS70 5.38 4.84 5.91 5.6 5.6 4 5500 T75 S69 5.38 4.84 5.91 1 5.5 1 5.5 2 550707] Page 3 of 3 www.dallasfargo.com Checked By: ED Ready Cable inn. 4416 Keller Hicks Rd., Fort Worth, TX 76244 817.379.6553 Main 817.379.4007 Fax REPORT: EMILIO RAM S/N: PSL -3543 GAUGE: R-129 PUMP S/N: 337463 DATE: 4/3/2017 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 Load Cell Readings #1 #2 #3 6,460 6,600 6,720 12,250 12,280L36,69.. "'310 18,640 18,662 24,710 24,738 30,400 30,440 36,610 36,650 Average of Three Readings 6,593 12,280 18,665 24,736 30,435 36,647 a 35000 - - — -.... LU 30000 - 0 25000 - LL 20000 - ? 15000 — - N w 10000 -..... - _ w5000 - — - o! 0 1000 2000 3000 4000 5000 6000 7000 GAUGE PRESSURE (psi) y = 6.0229x + 479 16 For a stressing force of 33,050 pounds, a gauge pressure of 5,500 is required. TECH: J. Hernandez 311 TB