IFB_25-072-JG_Van_Meter_Transmission_Loads-Addendum_4.xlsx
XLSX spreadsheet 27 KB Posted
- Solicitation number
- IFB 25-072-JG
- Issued by
- Florida
About this file
This is Addendum 4 to an Invitation for Bid (IFB 25-072-JG) issued by Kissimmee Utility Authority (KUA) in Florida for transmission and substation structures for the Van Meter Substation. The addendum provides comprehensive load tables specifying design loads for eight different structure types, with each table detailing vertical, tension, and lateral loads across multiple load cases including NESC 250B, 250C, 250D, KUA Extreme Wind, Stringing Deadend, and Deflection conditions. The load cases account for varying wind speeds (ranging from 0 to 131.1 MPH), ice thickness, temperatures, and load factors, with all loads measured in kilopounds (K) and wind pressures in pounds per square foot (PSF). The tables include seven distinct structure configurations (numbered 1, 2, 3, 4-6, 7, and 8) with varying attachment points and load components, reflecting the technical specifications required for transmission and substation steel structures.
The load values presented in these tables establish the engineering requirements that bidders must use in designing and manufacturing the 15 total structures (8 tubular steel transmission structures and 7 substation steel structures) specified in the original IFB. These standardized load cases ensure that all submitted designs meet KUA's operational and safety requirements under diverse environmental conditions. The specifications incorporate industry-standard NESC (National Electrical Safety Code) load case designations and extreme wind conditions specific to the utility's service area. Bidders are required to design structures capable of withstanding these specified loads and must demonstrate that their manufacturing processes and materials can consistently meet these technical parameters as part of their bid submission.
View the file
Other files
Show all 33
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
1 (43B) LOAD TABLE
| LOAD CASES | WIND | |
| (MPH) | WIND | |
| (PSF) | STRUCTURE |
WIND
(MPH) STRUCTURE
WIND
| (PSF) | Θ | ICE |
| (IN) | TEMP | |
| (°F) | I/C/L | VERTICAL |
LOAD
FACTOR WIND
LOAD
FACTOR WIRE
LOAD
| FACTOR | VSA1 | |||||||||||||||||||||||||||||||
| (K) | TSA1 | |||||||||||||||||||||||||||||||
| (K) | LSA1 | |||||||||||||||||||||||||||||||
| (K) | VSB | |||||||||||||||||||||||||||||||
| (K) | TSB | |||||||||||||||||||||||||||||||
| (K) | LSB | |||||||||||||||||||||||||||||||
| (K) | VSA2 | |||||||||||||||||||||||||||||||
| (K) | TSA2 | |||||||||||||||||||||||||||||||
| (K) | LSA2 | |||||||||||||||||||||||||||||||
| (K) | VPA1 | |||||||||||||||||||||||||||||||
| (K) | TPA1 | |||||||||||||||||||||||||||||||
| (K) | LPA1 | |||||||||||||||||||||||||||||||
| (K) | VPB | |||||||||||||||||||||||||||||||
| (K) | TPB | |||||||||||||||||||||||||||||||
| (K) | LPB | |||||||||||||||||||||||||||||||
| (K) | VPA2 | |||||||||||||||||||||||||||||||
| (K) | TPA2 | |||||||||||||||||||||||||||||||
| (K) | LPA2 | |||||||||||||||||||||||||||||||
| (K) | W | |||||||||||||||||||||||||||||||
| (PSF) | K | |||||||||||||||||||||||||||||||
| NESC 250B | 59.3 | 9.0 | 59.3 | 9.0 | 90.0 | 0.0 | 30.0 | I | 1.50 | 2.50 | 1.65 | 1.17 | 3.65 | -2.89 | 0.90 | -0.48 | -0.47 | 0.79 | 2.15 | -10.28 | 1.57 | 8.09 | -6.42 | 1.07 | -0.35 | -0.46 | 1.57 | 2.39 | -9.72 | 22.5 | 1.5 | |
| NESC 250C | 120.0 | 36.9 | 120.0 | 36.9 | 90.0 | 0.0 | 60.0 | I | 1.00 | 1.00 | 1.00 | 0.78 | 3.55 | -2.74 | 0.60 | -0.74 | -0.73 | 0.53 | 1.97 | -7.93 | 1.05 | 6.92 | -5.34 | 0.71 | -0.45 | -0.65 | 1.05 | 2.87 | -9.91 | 36.9 | 1.0 | |
| NESC 250D | 30.0 | 2.3 | 30.0 | 2.3 | 90.0 | 0.0 | 15.0 | I | 1.00 | 1.00 | 1.00 | 0.78 | 2.28 | -1.85 | 0.60 | -0.25 | -0.21 | 0.53 | 1.13 | -6.31 | 1.05 | 4.89 | -3.97 | 0.71 | -0.27 | -0.23 | 1.05 | 1.02 | -5.46 | 2.3 | 1.0 | |
| KUA EXTREME WIND | 131.1 | 44.0 | 131.1 | 44.0 | 90.0 | 0.0 | 60.0 | I | 1.00 | 1.00 | 1.00 | 0.78 | 3.98 | -3.06 | 0.60 | -0.87 | -0.86 | 0.53 | 2.20 | -8.56 | 1.05 | 7.58 | -5.82 | 0.71 | -0.52 | -0.76 | 1.05 | 3.27 | -10.94 | 44.0 | 1.0 | |
| STRINGING DEADEND | 39.5 | 4.0 | 39.5 | 4.0 | 90.0 | 0.0 | 60.0 | I | 1.50 | 1.00 | 1.00 | 2.00 | 1.46 | -1.17 | 1.04 | -0.23 | -0.20 | 3.39 | 0.97 | -5.20 | 3.73 | 3.78 | -3.05 | 1.23 | -0.25 | -0.22 | 3.97 | 0.96 | -4.80 | 4.0 | 1.5 | |
| DEFLECTION | 0.0 | 0.0 | 0.0 | 0.0 | 90.0 | 0.0 | 60.0 | I | 1.00 | 1.00 | 1.00 | 0.78 | 1.39 | -1.13 | 0.60 | -0.24 | -0.18 | 0.53 | 0.89 | -5.14 | 1.05 | 3.65 | -2.98 | 0.71 | -0.27 | -0.21 | 1.05 | 0.81 | -4.64 | 0.0 | 1.0 |
| LOAD CASES | WIND | |
| (MPH) | WIND | |
| (PSF) | STRUCTURE |
WIND
(MPH) STRUCTURE
WIND
| (PSF) | Θ | ICE |
| (IN) | TEMP | |
| (°F) | I/C/L | VERTICAL |
LOAD
FACTOR WIND
LOAD
FACTOR WIRE
LOAD
| FACTOR | VDA | ||||||||||||||||||||||||||||||||||
| (K) | TDA | ||||||||||||||||||||||||||||||||||
| (K) | LDA | ||||||||||||||||||||||||||||||||||
| (K) | VDB | ||||||||||||||||||||||||||||||||||
| (K) | TDB | ||||||||||||||||||||||||||||||||||
| (K) | LDB | ||||||||||||||||||||||||||||||||||
| (K) | VNA | ||||||||||||||||||||||||||||||||||
| (K) | TNA | ||||||||||||||||||||||||||||||||||
| (K) | LNA | ||||||||||||||||||||||||||||||||||
| (K) | VNB | ||||||||||||||||||||||||||||||||||
| (K) | TNB | ||||||||||||||||||||||||||||||||||
| (K) | LNB | ||||||||||||||||||||||||||||||||||
| (K) | VMA | ||||||||||||||||||||||||||||||||||
| (K) | TMA | ||||||||||||||||||||||||||||||||||
| (K) | LMA | ||||||||||||||||||||||||||||||||||
| (K) | VCA | ||||||||||||||||||||||||||||||||||
| (K) | TCA | ||||||||||||||||||||||||||||||||||
| (K) | LCA | ||||||||||||||||||||||||||||||||||
| (K) | VCB | ||||||||||||||||||||||||||||||||||
| (K) | TCB | ||||||||||||||||||||||||||||||||||
| (K) | LCB | ||||||||||||||||||||||||||||||||||
| (K) | W | ||||||||||||||||||||||||||||||||||
| (PSF) | K | ||||||||||||||||||||||||||||||||||
| NESC 250B | 59.3 | 9.0 | 59.3 | 9.0 | 90.0 | 0.0 | 30.0 | I | 1.50 | 2.50 | 1.65 | 0.81 | 3.73 | -3.91 | 0.78 | -0.47 | -0.46 | 1.02 | 3.93 | -4.12 | 0.83 | -0.47 | -0.46 | 0.78 | 0.33 | -0.26 | 0.83 | 1.27 | -1.23 | 0.81 | -0.48 | -0.47 | 22.5 | 1.5 | |
| NESC 250C | 120.0 | 36.9 | 120.0 | 36.9 | 90.0 | 0.0 | 60.0 | I | 1.00 | 1.00 | 1.00 | 0.54 | 2.81 | -2.83 | 0.52 | -0.86 | -0.83 | 0.68 | 2.88 | -2.90 | 0.55 | -0.86 | -0.83 | 0.52 | 0.60 | -0.49 | 0.56 | 1.48 | -1.38 | 0.54 | -0.75 | -0.75 | 36.9 | 1.0 | |
| NESC 250D | 30.0 | 2.3 | 30.0 | 2.3 | 90.0 | 0.0 | 15.0 | I | 1.00 | 1.00 | 1.00 | 0.54 | 2.32 | -2.50 | 0.52 | -0.21 | -0.17 | 0.68 | 2.44 | -2.63 | 0.55 | -0.21 | -0.17 | 0.52 | 0.09 | -0.09 | 0.56 | 0.64 | -0.68 | 0.54 | -0.24 | -0.20 | 2.3 | 1.0 | |
| KUA EXTREME WIND | 131.1 | 44.0 | 131.1 | 44.0 | 90.0 | 0.0 | 60.0 | I | 1.00 | 1.00 | 1.00 | 0.54 | 3.04 | -3.03 | 0.52 | -1.00 | -0.97 | 0.68 | 3.10 | -3.09 | 0.55 | -1.00 | -0.97 | 0.52 | 0.71 | -0.57 | 0.56 | 1.67 | -1.53 | 0.54 | -0.84 | -0.86 | 44.0 | 1.0 | |
| STRINGING DEADEND | 39.5 | 4.0 | 39.5 | 4.0 | 90.0 | 0.0 | 60.0 | I | 1.50 | 1.00 | 1.00 | 2.06 | 1.79 | -1.92 | 0.90 | -0.19 | -0.16 | 2.37 | 1.93 | -2.07 | 0.95 | -0.19 | -0.16 | 0.83 | 0.10 | -0.09 | 1.22 | 0.57 | -0.59 | 0.92 | -0.19 | -0.17 | 4.0 | 1.5 | |
| DEFLECTION | 0.0 | 0.0 | 0.0 | 0.0 | 90.0 | 0.0 | 60.0 | I | 1.00 | 1.00 | 1.00 | 0.54 | 1.76 | -1.90 | 0.52 | -0.17 | -0.13 | 0.68 | 1.90 | -2.06 | 0.55 | -0.17 | -0.13 | 0.52 | 0.06 | -0.07 | 0.56 | 0.52 | -0.56 | 0.54 | -0.16 | -0.12 | 0.0 | 1.0 |
2 LOAD TABLE
| LOAD CASES | WIND | |
| (MPH) | WIND | |
| (PSF) | STRUCTURE |
WIND
(MPH) STRUCTURE
WIND
| (PSF) | Θ | ICE |
| (IN) | TEMP | |
| (°F) | I/C/L | VERTICAL |
LOAD
FACTOR WIND
LOAD
FACTOR WIRE
LOAD
| FACTOR | VS | |||||||||||||||||||||||||
| (K) | TS | |||||||||||||||||||||||||
| (K) | LS | |||||||||||||||||||||||||
| (K) | VPA | |||||||||||||||||||||||||
| (K) | TPA | |||||||||||||||||||||||||
| (K) | LPA | |||||||||||||||||||||||||
| (K) | VPB | |||||||||||||||||||||||||
| (K) | TPB | |||||||||||||||||||||||||
| (K) | LPB | |||||||||||||||||||||||||
| (K) | VP2 | |||||||||||||||||||||||||
| (K) | TP2 | |||||||||||||||||||||||||
| (K) | LP2 | |||||||||||||||||||||||||
| (K) | W | |||||||||||||||||||||||||
| (PSF) | K | |||||||||||||||||||||||||
| NESC 250B | 59.3 | 9.0 | 59.3 | 9.0 | 90.0 | 0.0 | 30.0 | I | 1.50 | 2.50 | 1.65 | 1.74 | 3.35 | 0.00 | 1.47 | 1.93 | -9.46 | 2.27 | 1.97 | 9.72 | 1.97 | 3.78 | 0.00 | 22.5 | 1.5 | |
| NESC 250C | 120.0 | 36.9 | 120.0 | 36.9 | 90.0 | 0.0 | 60.0 | I | 1.00 | 1.00 | 1.00 | 1.16 | 3.16 | 0.00 | 0.98 | 2.31 | -8.89 | 1.51 | 2.44 | 9.91 | 1.31 | 4.52 | 0.00 | 36.9 | 1.0 | |
| NESC 250D | 30.0 | 2.3 | 30.0 | 2.3 | 90.0 | 0.0 | 15.0 | I | 1.00 | 1.00 | 1.00 | 1.16 | 1.71 | 0.00 | 0.98 | 0.79 | -5.50 | 1.51 | 0.78 | 5.40 | 1.31 | 1.56 | 0.00 | 2.3 | 1.0 | |
| KUA EXTREME WIND | 131.1 | 44.0 | 131.1 | 44.0 | 90.0 | 0.0 | 60.0 | I | 1.00 | 1.00 | 1.00 | 1.16 | 3.54 | 0.00 | 0.98 | 2.64 | -9.76 | 1.51 | 2.80 | 10.94 | 1.31 | 5.17 | 0.00 | 44.0 | 1.0 | |
| STRINGING DEADEND | 39.5 | 4.0 | 39.5 | 4.0 | 90.0 | 0.0 | 60.0 | I | 1.50 | 1.00 | 1.00 | - | - | - | 3.77 | 0.73 | -4.61 | 4.67 | 0.75 | 4.80 | - | - | - | 4.0 | 1.5 | |
| DEFLECTION | 0.0 | 0.0 | 0.0 | 0.0 | 90.0 | 0.0 | 60.0 | I | 1.00 | 1.00 | 1.00 | 1.16 | 1.34 | 0.00 | 0.98 | 0.58 | -4.48 | 1.51 | 0.61 | 4.64 | 1.31 | 1.18 | 0.00 | 0.0 | 1.0 |
3 LOAD TABLE
| LOAD CASES | WIND | |
| (MPH) | WIND | |
| (PSF) | STRUCTURE |
WIND
(MPH) STRUCTURE
WIND
| (PSF) | Θ | ICE |
| (IN) | TEMP | |
| (°F) | I/C/L | VERTICAL |
LOAD
FACTOR WIND
LOAD
FACTOR WIRE
LOAD
| FACTOR | VSA | ||||||||||||||||||||||
| (K) | TSA | ||||||||||||||||||||||
| (K) | LSA | ||||||||||||||||||||||
| (K) | VSB | ||||||||||||||||||||||
| (K) | TSB | ||||||||||||||||||||||
| (K) | LSB | ||||||||||||||||||||||
| (K) | VP | ||||||||||||||||||||||
| (K) | TP | ||||||||||||||||||||||
| (K) | LP | ||||||||||||||||||||||
| (K) | W | ||||||||||||||||||||||
| (PSF) | K | ||||||||||||||||||||||
| NESC 250B | 59.3 | 9.0 | 59.3 | 9.0 | 90.0 | 0.0 | 30.0 | I | 1.50 | 2.50 | 1.65 | 0.98 | 1.56 | -10.12 | 0.94 | 1.70 | 10.28 | 1.87 | 3.55 | 0.00 | 22.5 | 1.5 | |
| NESC 250C | 120.0 | 36.9 | 120.0 | 36.9 | 90.0 | 0.0 | 60.0 | I | 1.00 | 1.00 | 1.00 | 0.65 | 1.33 | -7.15 | 0.63 | 1.63 | 7.93 | 1.24 | 4.14 | 0.00 | 36.9 | 1.0 | |
| NESC 250D | 30.0 | 2.3 | 30.0 | 2.3 | 90.0 | 0.0 | 15.0 | I | 1.00 | 1.00 | 1.00 | 0.65 | 0.85 | -6.34 | 0.63 | 0.86 | 6.31 | 1.24 | 1.53 | 0.00 | 2.3 | 1.0 | |
| KUA EXTREME WIND | 131.1 | 44.0 | 131.1 | 44.0 | 90.0 | 0.0 | 60.0 | I | 1.00 | 1.00 | 1.00 | 0.65 | 1.47 | -7.64 | 0.63 | 1.83 | 8.56 | 1.24 | 4.71 | 0.00 | 44.0 | 1.0 | |
| STRINGING DEADEND | 39.5 | 4.0 | 39.5 | 4.0 | 90.0 | 0.0 | 60.0 | I | 1.50 | 1.00 | 1.00 | 3.56 | 0.72 | -5.17 | 3.54 | 0.74 | 5.20 | - | - | - | 4.0 | 1.5 | |
| DEFLECTION | 0.0 | 0.0 | 0.0 | 0.0 | 90.0 | 0.0 | 60.0 | I | 1.00 | 1.00 | 1.00 | 0.65 | 0.67 | -5.13 | 0.63 | 0.67 | 5.14 | 1.24 | 1.18 | 0.00 | 0.0 | 1.0 |
4-6 LOAD TABLE
| LOAD CASES | WIND | |
| (MPH) | WIND | |
| (PSF) | STRUCTURE |
WIND
(MPH) STRUCTURE
WIND
| (PSF) | Θ | ICE |
| (IN) | TEMP | |
| (°F) | I/C/L | VERTICAL |
LOAD
FACTOR WIND
LOAD
FACTOR WIRE
LOAD
| FACTOR | VS | |||||||||||||||||||
| (K) | TS | |||||||||||||||||||
| (K) | LS | |||||||||||||||||||
| (K) | VP | |||||||||||||||||||
| (K) | TP | |||||||||||||||||||
| (K) | LP | |||||||||||||||||||
| (K) | W | |||||||||||||||||||
| (PSF) | K | |||||||||||||||||||
| NESC 250B | 59.3 | 9.0 | 59.3 | 9.0 | 90.0 | 0.0 | 30.0 | I | 1.50 | 2.50 | 1.65 | 1.39 | 3.19 | 0.00 | 2.66 | 3.55 | 0.00 | 22.5 | 1.5 | |
| NESC 250C | 120.0 | 36.9 | 120.0 | 36.9 | 90.0 | 0.0 | 60.0 | I | 1.00 | 1.00 | 1.00 | 0.93 | 2.76 | 0.00 | 1.78 | 4.14 | 0.00 | 36.9 | 1.0 | |
| NESC 250D | 30.0 | 2.3 | 30.0 | 2.3 | 90.0 | 0.0 | 15.0 | I | 1.00 | 1.00 | 1.00 | 0.93 | 1.71 | 0.00 | 1.78 | 1.53 | 0.00 | 2.3 | 1.0 | |
| KUA EXTREME WIND | 131.1 | 44.0 | 131.1 | 44.0 | 90.0 | 0.0 | 60.0 | I | 1.00 | 1.00 | 1.00 | 0.93 | 3.06 | 0.00 | 1.78 | 4.71 | 0.00 | 44.0 | 1.0 | |
| DEFLECTION | 0.0 | 0.0 | 0.0 | 0.0 | 90.0 | 0.0 | 60.0 | I | 1.00 | 1.00 | 1.00 | 0.93 | 1.34 | 0.00 | 1.78 | 1.18 | 0.00 | 0.0 | 1.0 |
7 LOAD TABLE
| LOAD CASES | WIND | |
| (MPH) | WIND | |
| (PSF) | STRUCTURE |
WIND
(MPH) STRUCTURE
WIND
| (PSF) | Θ | ICE |
| (IN) | TEMP | |
| (°F) | I/C/L | VERTICAL |
LOAD
FACTOR WIND
LOAD
FACTOR WIRE
LOAD
| FACTOR | VPA | |||||||||||||||||||
| (K) | TPA | |||||||||||||||||||
| (K) | LPA | |||||||||||||||||||
| (K) | VPB | |||||||||||||||||||
| (K) | TPB | |||||||||||||||||||
| (K) | LPB | |||||||||||||||||||
| (K) | W | |||||||||||||||||||
| (PSF) | K | |||||||||||||||||||
| NESC 250B | 59.3 | 9.0 | 59.3 | 9.0 | 90.0 | 0.0 | 30.0 | I | 1.50 | 2.50 | 1.65 | 1.17 | 1.42 | -1.35 | 1.17 | 8.16 | 7.83 | 22.5 | 1.5 | |
| NESC 250C | 120.0 | 36.9 | 120.0 | 36.9 | 90.0 | 0.0 | 60.0 | I | 1.00 | 1.00 | 1.00 | 0.78 | 1.80 | -1.66 | 0.78 | 8.30 | 7.58 | 36.9 | 1.0 | |
| NESC 250D | 30.0 | 2.3 | 30.0 | 2.3 | 90.0 | 0.0 | 15.0 | I | 1.00 | 1.00 | 1.00 | 0.78 | 0.93 | -0.95 | 0.78 | 4.39 | 4.48 | 2.3 | 1.0 | |
| KUA EXTREME WIND | 131.1 | 44.0 | 131.1 | 44.0 | 90.0 | 0.0 | 60.0 | I | 1.00 | 1.00 | 1.00 | 0.78 | 2.09 | -1.92 | 0.78 | 9.22 | 8.34 | 44.0 | 1.0 | |
| STRINGING DEADEND | 39.5 | 4.0 | 39.5 | 4.0 | 90.0 | 0.0 | 60.0 | I | 1.50 | 1.00 | 1.00 | 1.54 | 0.61 | -0.61 | 3.51 | 3.82 | 3.84 | 4.0 | 1.5 | |
| DEFLECTION | 0.0 | 0.0 | 0.0 | 0.0 | 90.0 | 0.0 | 60.0 | I | 1.00 | 1.00 | 1.00 | 0.78 | 0.56 | -0.58 | 0.78 | 3.60 | 3.72 | 0.0 | 1.0 |
8 LOAD TABLE
| LOAD CASES | WIND | |
| (MPH) | WIND | |
| (PSF) | STRUCTURE |
WIND
(MPH) STRUCTURE
WIND
| (PSF) | Θ | ICE |
| (IN) | TEMP | |
| (°F) | I/C/L | VERTICAL |
LOAD
FACTOR WIND
LOAD
FACTOR WIRE
LOAD
| FACTOR | VSA | |||||||||||||||||||||||||
| (K) | TSA | |||||||||||||||||||||||||
| (K) | LSA | |||||||||||||||||||||||||
| (K) | VSB | |||||||||||||||||||||||||
| (K) | TSB | |||||||||||||||||||||||||
| (K) | LSB | |||||||||||||||||||||||||
| (K) | VPA | |||||||||||||||||||||||||
| (K) | TPA | |||||||||||||||||||||||||
| (K) | LPA | |||||||||||||||||||||||||
| (K) | VPB | |||||||||||||||||||||||||
| (K) | TPB | |||||||||||||||||||||||||
| (K) | LPB | |||||||||||||||||||||||||
| (K) | W | |||||||||||||||||||||||||
| (PSF) | K | |||||||||||||||||||||||||
| NESC 250B | 59.3 | 9.0 | 59.3 | 9.0 | 90.0 | 0.0 | 30.0 | I | 1.50 | 2.50 | 1.65 | 1.92 | 1.61 | -1.39 | 0.79 | 9.81 | 8.53 | 2.07 | 1.42 | -1.26 | 1.17 | 8.09 | 7.24 | 22.5 | 1.5 | |
| NESC 250C | 120.0 | 36.9 | 120.0 | 36.9 | 90.0 | 0.0 | 60.0 | I | 1.00 | 1.00 | 1.00 | 1.28 | 1.63 | -1.37 | 0.53 | 7.21 | 6.03 | 1.38 | 1.80 | -1.56 | 0.78 | 8.01 | 6.81 | 36.9 | 1.0 | |
| NESC 250D | 30.0 | 2.3 | 30.0 | 2.3 | 90.0 | 0.0 | 15.0 | I | 1.00 | 1.00 | 1.00 | 1.28 | 1.24 | -1.10 | 0.53 | 5.99 | 5.35 | 1.38 | 0.93 | -0.89 | 0.78 | 4.42 | 4.21 | 2.3 | 1.0 | |
| KUA EXTREME WIND | 131.1 | 44.0 | 131.1 | 44.0 | 90.0 | 0.0 | 60.0 | I | 1.00 | 1.00 | 1.00 | 1.28 | 1.85 | -1.55 | 0.53 | 7.77 | 6.44 | 1.38 | 2.09 | -1.80 | 0.78 | 8.88 | 7.47 | 44.0 | 1.0 | |
| STRINGING DEADEND | 39.5 | 4.0 | 39.5 | 4.0 | 90.0 | 0.0 | 60.0 | I | 1.50 | 1.00 | 1.00 | 2.21 | 0.55 | -0.49 | 3.37 | 4.91 | 4.36 | 2.44 | 0.61 | -0.57 | 3.48 | 3.76 | 3.53 | 4.0 | 1.5 | |
| DEFLECTION | 0.0 | 0.0 | 0.0 | 0.0 | 90.0 | 0.0 | 60.0 | I | 1.00 | 1.00 | 1.00 | 1.28 | 0.51 | -0.45 | 0.53 | 4.82 | 4.32 | 1.38 | 0.56 | -0.54 | 0.78 | 3.55 | 3.43 | 0.0 | 1.0 |
File details come from the government source that posted it. Updated .