Loading...
HomeMy WebLinkAboutFargo Consultants, Inc. - 7/11/2017i Y FAp,ao coNSUI.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 Report Date: 7/11/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 7/10/2017 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: 3570 Calibration Date: 4/4/2017 Gauge No.: R-156 Pump No.: 367282 Location: Floor Slab Building 3 (Type I-1) -POUR 2 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 2.2 2.2 -2 5500 T3 30 2.25 2.03 2.48 2.3 2.3 2 5500 T4 65 5.25 4.73 5.78 5.5 5.5 5 5500 T5 65 5.25 4.73 5.78 5.5 5.5 5 5500 T6 71 5.63 5.07 6.19 1 6.0 6.0 7 5500 T7 71 5.63 5.07 6.19 5.9 5.9 5 5500 T8 71 5.63 5.07 6.19 5.5 5.5 -2 5500 T9 71 5.63 5.07 6.19 6.0 6.0 7 5500 T10 71 5.63 5.07 6.19 6.0 6.0 7 5500 T11 73 5.88 5.29 6.47 6.1 6.1 4 5500 T12 73 5.88 5.29 1 6.47 6.0 6.0 2 5500 T13 70 5.50 4.95 6.05 5.6 5.6 2 5500 T14 70 5.50 4.95 6.05 5.8 5.8 5 5500 T15 73 5.88 5.29 6.47 5.8 5.8 -1 5500 T16 73 5.88 5.29 6.47 6.0 6.0 2 5500 T17 25 1.88 1.69 2.07 2.0 2.0 6 5500 T18 25 1.88 1.69 2.07 2.0 2.0 6 5500 T19 64 5.13 4.62 5.64 5.3 5.3 3 5500 T20 64 5.13 4.62 5.64 5.0 5.0 -3 5500 T21 64 5.13 4.62 5.64 5.1 5.1 -1 5500 T22 74 6.00 5.40 6.60 6.0 6.0 0 5500 T23 74 6.00 5.40 1 6.60 6.4 6.4 7 5500 T24 74 6.00 5.40 6.60 6.2 6.2 3 5500 T25 74 6.00 5.40 6.60 6.3 6.3 5 5500 T26 1 90 7.13 6.42 7.84 7.51 7.5 5 5500 T27 J 90 7.13 6.42 7.84 7.5 1 7.5 5 5500 Page 1 of 4 www.dallasfargo.com Checked By. #'FrQn 2324 Fabens Rd., Dallas, TX 75229 Tel. (214) 352-4100 Fax. (214) 352-4811 AGO 0005 7LTANTS INC FIELD POST TENSION STRESSING RECORD Client: JLB Partners, LP Report Date: 7/11/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 7/10/2017 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: 3570 Calibration Date: 4/4/2017 Gauge No.: R-156 Pump No.: 367282 Location: Floor Slab Building 3 (Type I-1) -POUR 2 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 90 7.13 6.42 7.84 7.5 7.5 5 5500 T29 90 7.13 6.42 1 7.84 7.3 7.3 2 5500 T30 90 7.13 6.42 7.84 7.0 7.0 -2 5500 T31 90 7.13 6.42 7.84 7.0 7.0 -2 5500 T32 90 7.13 6.42 7.84 7.0 7.0 -2 5500 T33 90 7.13 6.42 1 7.84 7.3 7.3 2 5500 T34 90 7.13 6.42 7.84 7.3 7.3 2 5500 T35 29 2.13 1.92 2.34 2.1 2.1 -1 5500 T36 29 2.13 1.92 2.34 2.0 2.0 -6 5500 T37 86 6.88 6.19 7.57 6.8 6.8 -1 5500 T38 86 6.88 6.19 7.57 7.0 7.0 2 5500 T39 86 6.88 6.19 7.57 6.8 6.8 -1 5500 T40 86 6.88 6.19 7.57 7.0 7.0 2 5500 T41 86 6.88 6.19 7.57 7.1 7.1 3 5500 T42 1 77 6.25 5.63 6.88 6.0 6.0 1 -4 5500 T43 77 6.25 5.63 6.88 6.0 6.0 -4 5500 T44 77 6.25 5.63 6.88 6.4 6.4 2 5500 T45 67 5.38 4.84 5.92 5.5 5.5 2 5500 T46 1 66 5.25 4.73 5.78 5.0 5.0 1 -5 5500 T47 66 5.25 4.73 5.78 5.1 5.1 -3 5500 T48 66 5.25 4.73 5.78 5.5 5.5 5 5500 T49 66 5.25 4.73 5.78 5.4 5.4 3 5500 T50 1 68 5.38 4.84 5.92 5.5 5.5 2 5500 T51 68 5.38 4.84 5.92 5.5 5.5 2 5500 T52 34 2.63 2.37 2.89 2.7 2.7 3 5500 T53 34 2.63 2.37 1 2.89 2.7 2.7 1 3 5500 T54 36 2.75 2.48 3.03 2.9 1 2.9 5 1 5500 Page 2 of 4 www.dallasfargo.com Checked By: ;+AA4 ā¯‘DNSiTLTA1rIT5, TN C. 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 3 (Type I -I) -POUR 2 Report Date: 7/11/2017 Stressed Date: 7/10/2017 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 oho Elongation Final Pressure (PSI) T55 36 2.75 2.48 3.03 2.8 2.8 2 5500 T56 26 4.38 3.94 1 4.82 4.1 4.1 -6 5500 T57 26 1.88 1.69 2.07 2.0 2.0 6 5500 T58 26 1.88 1.69 2.07 2.0 2.0 6 5500 T59 26 1.88 1.69 2.07 2.0 2.0 1 6 5500 T60 26 1.88 1.69 1 2.07 2.0 2.0 6 5500 T61 122 9.75 8.78 10.73 10.0 10.0 3 5500 T62 122 9.75 8.78 10.73 10.0 10.0 3 1 5500 T63 121 9.75 8.78 10.73 9.9 9.9 1 5500 T64 121 9.75 8.78 1 10.73 9.5 9.5 -3 5500 T65 121 9.75 8.78 10.73 9.8 9.8 1 1 5500 T66 122 9.75 8.78 10.73 10.0 10.0 3 5500 T67 122 9.75 8.78 10.73 10.1 10.1 4 5500 T68 121 9.75 8.78 1 10.73 9.9 9.9 2 5500 T69 121 9.75 8.78 10.73 9.8 9.8 1 5500 T70 121 9.75 8.78 10.73 10.0 10.0 3 5500 T71 122 9.75 8.78 10.73 9.5 9.5 -3 5500 T72 122 9.75 8.78 1 10.73 10.0 10.0 1 3 5500 T73 121 9.75 8.78 10.73 9.6 9.6 -2 5500 T74 121 9.75 8.78 10.73 9.7 9.7 -1 5500 T75 121 9.75 8.78 10.73 9.9 9.9 2 5500 T76 121 9.75 8.78 1 10.73 9.8 9.8 1 5500 T77 113 9.00 8.10 9.90 9.5 9.5 6 5500 T78 120 9.50 8.55 10.45 9.5 9.5 0 5500 T79 120 9.50 8.55 10.45 10.0 10.0 5 5500 T80 109 8.75 7.88 9.63 9.0 9.0 3 5500 T81 109 8.75 7.88 9.63 1 9.0 1 9.0 3 1 5500 Page 3 of 4 www.dallasfargo.com Checked B Y 2324 Fabens Rd., Dallas, TX 75229 .. Tel. (214) 352-4100 Fax. (214) 352-4811 ,i'AR.Cid G'ONfiC1'LTAiYTS, ITVC. FIELD POST TENSION STRESSING RECORD Client: JLB Partners, LP Report Date: 7/11/2017 Project Name: Grapevine Bluff Apartments Stressed Date: 7/10/2017 Grapevine, Texas Project No: M16-4962 Equipment ID: Ram No.: 3570 Calibration Date: 4/4/2017 Gauge No.: R-156 Pump No.: 367282 Location: Floor Slab Building 3 (Type I -I) -POUR 2 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 % Elon ation Final Pressure (PSI) T82 125 10.00 9.00 11.00 10.2 10.2 2 5500 T83 125 10.00 9.00 11.00 10.0 10.0 0 5500 T84 125 10.00 9.00 11.00 10.0 10.0 0 5500 T85 125 10.00 9.00 11.00 10.5 10.5 5 5500 T86 125 10.00 1 9.00 11.00 10.5 10.5 5 5500 T87 125 10.00 9.00 11.00 10.0 10.0 0 5500 T88 125 10.00 9.00 11.00 9.5 9.5 -5 5500 T89 126 10.13 9.12 11.14 9.8 9.8 -3 5500 T90 126 10.13 9.12 11.14 9.7 9.7 1 -4 5500 T91 126 10.13 9.12 11.14 10.0 10.0 -1 5500 T92 126 10.13 9.12 11.14 10.0 10.0 -1 5500 T93 126 10.13 9.12 1 11.14 10.0 10.0 -1 5500 T94 25 1.88 1.69 2.07 2.0 2.0 6 5500 T95 25 1.88 1.69 2.07 2.0 2.0 6 5500 T96 25 1.88 1.69 2.07 2.0 2.0 6 5500 T187 1 29 2.13 1.92 2.34 2.0 2.0 -6 5500 T188 29 2.13 1.92 2.34 2.0 2.0 -6 5500 T189 29 2.13 1.92 2.34 2.1 2.1 -1 5500 T190 29 2.13 1.92 1 2.35 2.1 2.1 -2 5500 T191 1 38 3.00 2.70 3.30 3.0 3.0 0 5500 T192 38 3.00 2.70 3.30 3.0 3.0 0 5500 T193 38 3.00 2.70 3.30 2.9 2.9 -3 5500 T194 38 3.00 2.70 3.30 3.0 3.0 1 0 5500 T195 46 3.63 3.27 3.99 3.7 3.7 2 5500 T196 28 2.13 1.92 2.34 2.0 2.0 -6 5500 T197 28 2.13 1.92 2.34 1 2.0 1 1 2.0 -6 5500 Page 4 of 4 www.dallasfargo.com Checked By: r 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) Load Cell Readings Average of Three Readings #1 #2 #3 1,000 6,280 6,400 6,540 6,407 2,000 12,520 12,660 12,780 12,653 3,000 18,480 18,600 18,740 18,607 4,000 24,360 24,500 24,620 24,493 5,000 30,580 30,700 30,840 30,707 6,000 1 36,680 36,800 1 36,960 36,813 40000 w 35000 a w 30000 L) 25000 O LLL9 20000 F, 15000 Cn LU 10000 F U) 5000 D 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 = 6.0594x + 405.33