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HomeMy WebLinkAboutFargo Consultants, Inc. - 3/30/2017 (6)FARoso G'or4 UT -TANTS, 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.: 07642-008 Gauge No.:360945 Location: Floor Slab Buildingl (Type 7) Pour 3 Report Date: 3/30/2017 Stressed Date: 3/29/2017 Project No: Ml 6-4962 Calibration Date: 3/29/2017 Pump No.: 360945 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 S70 5.38 4.84 5.91 5.8 5.8 7 5500 T2 BS47 3.63 3.26 3.99 3.4 3.4 1 -7 5500 T3 S68 5.25 4.73 5.78 4.9 4.9 -7 5500 T4 S78 6.13 5.51 6.74 5.9 5.9 -4 5500 T5 S79 6.25 5.63 6.88 6.5 6.5 4 5500 T6 BS81 6.38 5.74 7.01 6.9 6.9 8 5500 T7 S77 6.13 5.51 6.74 6.4 6.4 4 5500 T8 S77 6.13 5.51 1 6.74 6.5 6.5 6 5500 T9 S78 6.13 5.51 6.74 6.1 6.1 0 5500 T10 S86 6.75 6.08 7.43 7.1 7.1 6 5500 T11 BS87 6.75 6.08 7.43 6.9 6.9 2 5500 T12 S86 6.75 6.08 7.43 6.6 6.6 -2 5500 T13 586 6.75 6.08 7.43 7.1 7.1 6 5500 T14 S86 6.75 6.08 7.43 7.1 7.1 6 5500 T15 S87 6.75 6.08 7.43 6.9 6.9 2 5.500 T16 BS88 6.88 6.19 7.56 7.1 7.1 4 5500 T17 S86 6.75 6.08 7.43 6.8 6.8 0 5500 T18 S86 6.75 6.08 7.43 6.6 6.6 -2 5500 T19 S86 6.75 6.08 7.43 7.3 7.3 7 5500 T20 S86 6.75 6.08 7.43 7.1 7.1 6 5500 T21 BS87 6.75 6.08 7.43 6.9 6.9 2 5500 T22 S86 6.75 6.08 7.43 6.4 6.4 -6 5500 T23 S86 6.75 6.08 7.43 6.9 6.9 2 5500 T24 S86 6.75 6.08 7.43 7.0 7.0 4 5500 T25 BS87 6.75 6.08 1 7.43 7.1 7.1 6 5500 T26 S86 6.75 6.08 7.43 7.1 7.1 6 5500 T27 S86 6.75 6.08 7.43 7.4 7.4 9 5500 T28 S86 6.75 6.08 7.43 7.4 7.4 1 9 5590 Page 1 of 4 www.dallasfargo.com Checked By: Y F1ARao coNsuz.T'ANTS. AqC :1771 RG 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: 3/30/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 3/29/2017 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: 07642-008 Calibration Date: 3/29/2017 Gauge No.:360945 Pump No.: 360945 Location: Floor Slab Buildingl (Type 7) Pour 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 oho Elongation Final Pressure (PSI) T29 S86 6.75 6.08 7.43 7.3 7.3 7 5500 T30 BS87 6.75 6.08 7.43 7.4 7.4 9 5500 T31 BS48 3.63 3.26 3.99 3.5 3.5 -3 5500 T32 S47 3.63 3.26 3.99 3.5 3.5 -3 5500 T33 S47 3.63 3.26 3.99 3.5 3.5 -3 5500 T34 S47 3.63 3.26 3.99 3.6 3.6 0 5500 T35 S78 6.13 5.51 1 6.74 6.4 6.4 4 5500 T36 S77 6.13 5.51 6.74 6.1 6.1 0 5500 T37 S77 6.13 5.51 6.74 6.4 6.4 4 5500 T38 S79 6.25 5.63 6.88 6.1 6.1 -2 5500 T39 BS81 6.38 5.74 7.01 6.9 6.9 8 5500 T40 S78 6.13 5.51 6.74 6.3 6.3 2 5500 T41 S68 5.25 4.73 5.78 5.1 5.1 -2 5500 T42 S68 5.25 4.73 5.78 5.6 5.6 7 5500 T43 S70 5.38 4.84 5.91 5.4 5.4 0 5500 T44 BS71 5.50 4.95 1 6.05 5.4 5.4 -2 5500 T45 S50 3.75 3.38 4.13 3.9 3.9 3 5500 T46 S50 3.75 3.38 4.13 4.0 4.0 7 5500 T47 S50 3.75 3.38 4.13 4.0 4.0 7 5500 T48 S50 3.75 3.38 1 4.13 4.0 4.0 7 5500 T49 BS51 3.88 3.49 4.26 3.6 3.6 -6 5500 T50 BS108 8.38 7.54 9.21 8.4 8.4 0 5500 T51 S107 8.38 7.54 9.21 8.5 8.5 1 5500 T52 5107 8.38 7.54 9.21 8.4 8.4 0 5500 T53 5107 8.38 7.54 9.21 8.9 8.9 6 5500 T54 BS108 8.38 7.54 9.21 8.8 8.8 4 5500 T55 5107 8.38 7.54 9.21 9.0 9.0 1 7 5500 T56 S107 8.38 1 7.54 1 9.21 8.8 8.8 1 4 5500 Page 2 of 4 www.dallasfargo.com Checked By: �� 70 0'. 016-F "o 3 CONSULTANT$ 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: 3/30/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 3/29/2017 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: 07642-008 Calibration Date: 3/29/2017 Gauge No.:360945 Location: Floor Slab Buildingl (Type 7) Pour 3 Pump No.: 360945 Tolerance: ± 10% Cable ID Strand Mark Required Elongation (Inch) Minimum Elongation (Inch) Maximum Elongation (Inch) FirstSecond Elongation (Inch) Elongation (Inch) Total Elongation (Inch) Variation in % Elon ation Final Pressure (PSI) T57 5107 8.38 7.54 9.21 8.9 8.9 6 5500 T58 5107 8.38 7.54 9.21 9.1 9.1 9 5500 T59 BS108 8.38 7.54 9.21 9.1 9.1 9 5500 T60 5107 8.38 7.54 9.21 8.9 8.9 6 5500 T61 5107 8.38 7.54 9.21 9.0 9.0 7 5500 T62 5107 8.38 7.54 9.21 8.6 8.6 3 5500 T63 5107 8.38 7.54 9.21 8.8 8.8 4 5500 T64 BS113 8.88 7.99 9.76 8.9 8.9 0 5500 T65 5112 8.75 7.88 9.63 8.9 8.9 1 5500 T66 5112 8.75 7.88 9.63 8.6 8.6 -1 5500 T67 5112 8.75 7.88 9.63 8.8 8.8 0 5500 T68 BS113 8.88 7.99 9.76 9.1 9.1 3 5500 T69 S112 8.75 7.88 9.63 9.3 9.3 6 5500 T70 S112 8.75 7.88 9.63 9.0 9.0 3 5500 T71 5100 7.75 6.98 8.53 8.1 8.1 5 5500 T72 5100 7.75 6.98 8.53 7.9 7.9 2 5500 T73 BS101 7.88 7.09 8.66 7.9 7.9 0 5500 T74 5100 7.75 6.98 8.53 8.3 8.3 6 5500 T75 5100 7.75 6.98 8.53 8.4 8.4 8 5500 T76 5100 7.75 6.98 1 8.53 8.4 8.4 8 5500 T77 BS101 7.88 7.09 8.66 8.4 8.4 6 5500 T78 5100 7.75 6.98 8.53 8.1 8.1 5 5500 T79 S100 7.75 6.98 8.53 7.9 7.9 2 5500 T80 BS102 8.00 7.20 8.80 7.6 7.6 -5 5500 T81 5101 7.88 7.09 8.66 7.8 7.8 -2 5500 T82 S77 6.13 5.51 6.74 5.9 5.9 -4 5500 T83 BS78 6.13 5.51 6.74 6.1 6.1 0 5500 T84 S77 6.13 5.51 6.74 5.9 5.9 -4 5 0 Page 3 of 4www.dallasfargo.com Checked By: �-W MF.Cp c0Nsu1rXANT1S*,. INN; 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.: 07642-008 Gauge No.:360945 Location: Floor Slab Buildingl (Type 7) Pour 3 Report Date: 3/30/2017 Stressed Date: 3/29/2017 Project No: M16-4962 Calibration Date: 3/29/2017 Pump No.: 360945 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) T85 BS78 6.13 5.51 6.74 6.0 6.0 -2 5500 T86 S77 6.13 5.51 6.74 5.8 5.8 -6 5500 T87 BS41 3.13 2.81 3.44 3.0 3.0 -4 5500 T88 S68 5.25 4.73 5.78 5.1 5.1 -2 5500 T89 BS42 3.13 2.81 1 3.44 2.9 2.9 -8 5500 T90 S68 5.25 4.73 5.78 5.3 5.3 0 5500 T91 BS38 1 2.75 2.48 3.03 2.6 2.6 -5 5500 T92 S37 2.63 2.36 2.89 2.8 2.8 5 5500 Page 4 of 4 www.dallasfargo.com Checked By: ai Ready Cable ine. 4416 Keller Hicks Rd., Fort Worth, TX 76244 817.379.6553 Main 817.379.4007 Fax REPORT: RUBEN RAM S/N: 07642-008 GAUGE: R-1 PUMP S/N: 360945 DATE: 3/29/2017 CALIBRATION STANDARD: P-3500 STRAIN INDICATOR 0148342 LOAD CELL 50 KIPS 070202 Gauge Pressure (PSI) Load Cell Readings Average of Three Readings #1 #2 #3 1,000 6,440 6,580 6,700 6,573 2,000 12,520 12,660 12,780 12,653 3,000 18,360 18,500 18,640 18,500 4,000 24,480 24,600 24,760 24,613 5,000 30,280 30,400 30,540 30,407 6,000 36,360 36,500 36,640 36,500 40000 N 35000 n w 30000 L) 25000 O C� 20000 Z 15000 U) LLJ 10000 u) 5000 0 0 1000 2000 3000 4000 GAUGE PRESSURE (psi) 5000 6000 7000 For a stressing force of 33,050 pounds, a gauge pressure of 5,500 is required. TECH: J. Hernandez y = 5 9716x + 640 44