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HomeMy WebLinkAboutFargo Consultants, Inc. - 3/20/2017 (2)l PARCxD DDNSiILTANTS 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.: PHI -3674 Gauge No.: R-155 Location: Floor Slab Building 1 (Type 7) Pour 2 Report Date: 3/20/2017 Stressed Date: 3/20/2017 Project No: M16-4962 Calibration Date: 3/13/2017 Pump No.: 387286 Tolerance: ± 10% Cable ID Strand Mark Required Elongation (Inch) Inch Minimum Elongation Inch (Inch) Maximum Elongation (Inch ) First Elongation Inch (Inch) Second Elongation (Inch) Inch Total Elongation Inch (Inch) Variation in oho Elongation g Final Pressure (PSI) T1 S39 2.88 2.59 3.16 3.0 3.0 4 5500 T2 B540 3.00 2.70 3.30 3.2 3.2 7 5500 T3 S90 7.00 6.30 7.70 6.5 6.5 -7 5500 T4 BS91 7.13 6.41 7.84 6.6 6.6 -7 5500 T5 S90 7.00 6.30 1 7.70 6.5 6.5 -7 5500 T6 S90 7.00 6.30 7.70 6.5 6.5 -7 5500 T7 S90 7.00 6.30 7.70 6.6 6.6 -6 5500 T8 BS91 7.13 6.41 7.84 7.3 7.3 2 5500 T9 BS17 1.00 0.90 1 1.10 1.0 1.0 0 1 5500 T10 S16 0.88 0.79 0.96 0.9 0.9 3 5500 T11 S88 6.88 6.19 7.56 6.3 6.3 -8 5500 T12 S88 6.88 6.19 7.56 6.5 6.5 -5 5500 T13 S88 6.88 6.19 7.56 6.4 6.4 -7 5500 T14 S88 6.88 6.19 7.56 6.5 6.5 -5 5500 T15 BS89 6.88 1 6.19 7.56 6.3 6.3 -8 5500 T16 S88 6.88 6.19 7.56 6.4 6.4 -7 5500 T17 S94 7.38 6.64 8.11 7.5 7.5 2 5500 T18 BS95 7.50 6.75 1 8.25 8.0 8.0 7 5500 T19 S94 7.38 6.64 8.11 6.8 6.8 -8 5500 T20 S94 7.38 6.64 8.11 6.8 6.8 -8 5500 T21 S94 7.38 6.64 8.11 6.9 6.9 -6 5500 T22 BS95 7.50 6.75 8.25 7.0 7.0 -7 5500 T23 S94 7.38 6.64 1 8.11 6.8 6.8 -8 5500 T24 S94 7.38 6.64 8.11 7.0 7.0 1 -5 5500 T25 S94 7.38 6.64 8.11 6.8 6.8 -8 5500 T26 BS95 7.50 6.75 8.25 7.8 1 7.8 4 5500 T27 S94 1 7.38 1 6.64 1 8.11 1 7.0 1 1 7.0 -5 5500 Page 1 of 4 www.dallasfargo.com :1k Checked By: -FA RCI 0 CONSUI.-PANTS, 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.: PHI -3674 Gauge No.: R-155 Location: Floor Slab Building 1 (Type 7) Pour 2 Report Date: 3/20/2017 Stressed Date: 3/20/2017 Project No: M16-4962 Calibration Date: 3/13/2017 Pump No.: 387286 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 S94 7.38 6.64 8.11 6.8 6.8 -8 5500 T29 S94 7.38 6.64 8.11 7.3 7.3 -1 5500 T30 BS95 7.50 6.75 8.25 7.6 7.6 1 5500 T31 S94 7.38 6.64 8.11 7.0 7.0 -5 5500 T32 S94 7.38 6.64 8.11 7.0 7.0 -5 5500 T33 S94 7.38 6.64 8.11 6.8 6.8 -8 5500 T34 S94 7.38 6.64 8.11 7.3 7.3 -1 5500 T35 BS95 7.80 7.02 8.58 7.8 7.8 0 5500 T36 S37 2.63 2.36 2.89 2.5 2.5 -5 5500 T37 S37 2.63 2.36 2.89 2.6 2.6 -1 5500 T38 BS38 2.75 2.48 3.03 2.6 2.6 -5 5500 T39 BS73 5.63 5.06 6.19 5.5 5.5 -2 5500 T40 S72 5.50 4.95 6.05 5.3 5.3 -4 5500 T41 S72 5.50 4.95 1 6.05 5.3 5.3 -4 5500 T42 BS39 2.88 2.59 3.16 2.8 2.8 -3 5500 T43 S72 5.50 4.95 6.05 5.3 5.3 -4 5500 T44 S72 5.50 4.95 6.05 5.4 5.4 -2 5500 T45 BS73 5.63 5.06 6.19 5.1 5.1 -9 5500 T46 S72 5.50 4.95 6.05 5.5 5.5 0 5500 T47 S72 5.50 4.95 6.05 5.4 5.4 -2 5500 T48 S72 5.50 4.95 6.05 5.3 5.3 -4 5500 T49 BS75 6.00 5.40 6.60 5.8 5.8 -3 5500 T50 S74 5.75 5.18 6.33 5.3 5.3 -8 5500 T51 S74 5.75 5.18 6.33 5.5 5.5 -4 5500 T52 S74 5.75 5.18 6.33 5.5 5.5 -4 5500 T53 S74 1 5.75 1 5.18 6.33 1 5.3 5.3 -8 5500 T54 BS75 1 6.00 1 5.40 6.60 5.5 5.5 -8 5500 Page 2 of 4 www.dallasfargo.com Checked By: r PARGO COUSULTANTS, 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: 3/20/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 3/20/2017 Grapevine, Texas Project No: Ml 6-4962 Equipment ID: Ram No.: PHI -3674 Calibration Date: 3/13/2017 Gauge No.: R-155 Location: Floor Slab Building 1 (Type 7) Pour 2 Pump No.: 387286 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) T55 S74 5.75 5.18 6.33 5.3 5.3 -8 5500 T56 S63 4.88 4.39 5.36 4.5 4.5 -8 5500 T57 BS67 5.25 4.73 5.78 4.9 4.9 -7 5500 T58 S66 5.13 4.61 5.64 4.8 4.8 -6 5500 T59 S66 5.13 4.61 1 5.64 4.8 4.8 -6 5500 T60 S78 6.13 5.51 6.74 5.8 5.8 -5 5500 T61 S78 6.13 5.51 6.74 6.0 6.0 -2 5500 T62 BS81 6.38 5.74 7.01 6.3 6.3 -1 5500 T63 S80 6.25 5.63 1 6.88 5.8 5.8 -7 5500 T64 S78 6.13 5.51 6.74 6.3 6.3 3 5500 T65 B579 6.25 5.63 6.88 5.8 5.8 -7 5500 T66 S78 6.13 5.51 6.74 5.8 5.8 -5 5500 T67 S78 6.13 5.51 6.74 5.8 5.8 -5 5500 T68 BS81 6.38 5.74 1 7.01 6.0 6.0 -6 5500 T69 S80 6.25 5.63 6.88 6.3 6.3 1 5500 T70 S71 5.50 4.95 6.05 5.3 5.3 -4 5500 T71 S71 5.50 4.95 6.05 5.3 5.3 -4 5500 T72 S71 5.50 4.95 6.05 5.5 5.5 0 5500 T73 BS74 5.75 5.18 6.33 5.3 5.3 -8 5500 T74 S73 5.63 5.06 6.19 5.4 5.4 -4 5500 T75 S71 5.50 4.95 1 6.05 5.5 5.5 0 5500 T76 S72 5.50 4.95 6.05 5.5 5.5 0 5500 T77 S38 2.75 2.48 3.03 2.8 2.8 2 5500 T78 BS41 3.13 2.81 3.44 3.0 3.0 -4 5500 T79 S40 3.00 2.70 1 3.30 2.8 2.8 -7 5500 T178 8549 1 3.75 3.38 4.13 3.5 3.5 -7 1 5500 T179 S24 1 1.50 1.35 1.65 1.5 1 1.5 1 0 1 5500 Page 3 of 4 www.dallasfargo.com Checked By: -7r -t- 9 0 - % 0, 1! ARGO 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 Project Name: Grapevine Bluff Apartments Grapevine, Texas Equipment ID: Ram No.: PHI -3674 Gauge No.: R-155 Location: Floor Slab Building 1 (Type 7) Pour 2 Report Date: 3/20/2017 Stressed Date: 3/20/2017 Project No: M16-4962 Calibration Date: 3/13/2017 Pump No.: 387286 Tolerance: ± 10% Page 4 of 4 www.dallasfargo.com Checked By. Strand Required Minimum Maximum First Second Total Variation in Final Pressure Cable ID Mark Elongation Elongation Elongation Elongation Elongation Elongation % (psi) (Inch) (Inch) (Inch) (Inch) (Inch) (Inch) Elongation T180 BS25 1.63 1.46 1.79 1.7 1.7 5 5500 T181 S24 1.50 1.35 1.65 1.5 1.5 0 5500 T182 S42 3.13 2.81 3.44 3.3 3.3 6 5500 T183 S42 1 3.13 2.81 3.44 3.0 3.0 -4 5500 Page 4 of 4 www.dallasfargo.com Checked By. CCi Ready Cable ine. 4416 Keller Hicks Rd., Fort Worth, TX 76244 817.379.6553 Main 817.379.4007 Fax REPORT: MARTIN RAM S/N: PHI -3674 GAUGE: R-155 PUMP S/N: 387286 DATE: 3/13/2017 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 6,480 6,600 6,740 6,607 2,000 12,600 12,720 12,860 12,727 3,000 18,300 18,420 18,560 18,427 4,000 24,360 24,480 24,620 24,487 5,000 30,520 30,640 30,780 30,647 6,000 36,400 1 36,420 36,560 36,460 40000 35000 a W 30000 w 25000 O 20000 N 15000 W 10000 F 0) 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 9739x + 650.22