Bridges for Service Life Beyond 100 Years: Service Limit State Design (2014)

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322 F.1 Purpose and Contents of this Appendix The purpose of this appendix is to facilitate future enhance- ment of service limit state (SLS) calibration as well as to allow for customization by individual bridge owners. To accom- plish this purpose, certain guidelines and databases have been included. (Section F.1 references are included in the Refer- ences, page 263.) • Section F.2: a step-by-step description of the imple- mentation of the Monte Carlo analysis introduced in Chapter 3. • Section F.3: an excerpt from the database of WIM (weigh- in-motion) data used in the development of live load models presented in Chapter 5. These data are available at http://www.trb.org/Main/Blurbs/170201.aspx. • Section F.4: a condensed version of the geotechnical cali- bration reported in Chapter 6 with additional informa- tion provided on the geotechnical properties of the test sites discussed in Chapter 6. It is anticipated that the regional nature of geotechnical practice will result in calibration of locally preferred methods of predicting settlement of shallow and deep foundations in lieu of the Hough (1959) and Schmertmann et al. (1978) methods used herein. • Sections F.5 and F.6: descriptions of the concrete and steel bridges selected from the NCHRP Project 12-78 database and used for various studies reported here (Mlynarski et al. 2011). Other bridges could be substituted. • Section F.7: a database of fatigue tests on steel details ( Keating and Fisher 1986; P. B. Keating, personal com- munication, 2012). • Section F.8: a database of fatigue tests on plain concrete and reinforcement (Ople and Hulsbos 1966; Fisher and Viest 1961; Pfister and Hognestad 1964; Hanson et al. 1968; Lash 1969). F.2 Monte Carlo Analysis Using Microsoft Excel Determination of the failure rate and the associated reliability index, b, through Monte Carlo simulation using Microsoft (MS) Excel involves the following 15-step computational procedure adapted from Nowak and Collins (2013): 1. Determine the nominal dead load, Dn, the nominal live load plus impact, Ln, and the nominal resistance, Rn, for the subject bridge according to the AASHTO LRFD Bridge Design Specifications (2012). 2. Assume i = 1. 3. Generate a uniformly distributed random number 0 ≤ uDi ≤ 1 using the command RAND. 4. Calculate the corresponding value of Di (a normal ran- dom variable). Equation F.2.1 follows: Di D D Diu (F.2.1) 1 ( )= µ + σ φ− where f-1 is the inverse standard normal distribution function calculated using the command NORMSINV. Equations F.2.2 and F.2.3 follow as shown: DD D n (F.2.2)µ = λ VD D D (F.2.3)σ = µ 5. Generate a uniformly distributed random number 0 ≤ uLi ≤ 1 using the command RAND. 6. Calculate the corresponding value of Li (a normal ran- dom variable). Equation F.2.4 follows: Li L L Liu (F.2.4) 1 ( )= µ + σ φ− where f-1 is the inverse standard normal distribution function calculated using the command NORMSINV. Equations F.2.5 and F.2.6 follow as shown: LL L n (F.2.5)µ = λ A P P E n d i x F Data Used for Calibration

323 VL L L (F.2.6)σ = µ 7. Generate a uniformly distributed random number 0 ≤ uRi ≤ 1 using the command RAND. 8. Calculate the corresponding value of Ri (a lognormal random variable). Equation F.2.7 follows. exp u (F.2.7)ln ln 1Ri R R Ri( )( )= µ + σ φ− where f-1 is the inverse standard normal distribution function calculated using the command NORMSINV. ln 12 ln 1 . 1n 1n 1n 1 2 2 2V R R R R R( )( ) ( )µ = µ − σ σ = + 9. Calculate the limit state function, Yi = Ri - (Di + Li), and save the value. 10. Assume i = i + 1; go back to Step 3 and iterate until the desired number of simulations, N, is obtained. 11. Rearrange the values of Yi in ascending order using the command RANK and reassign the values of i in ascending order also. 12. Calculate the probabilities. Equation F.2.8 follows. 1 (F.2.8)p i Ni ( )= + 13. Calculate the corresponding values of the inverse stan- dard normal distribution function, f-1(pi) using the command NORMSINV. 14. Plot f-1(pi) versus Yi; the resulting curve is the cumulative distribution function of Y. 15. The reliability index, b, is equal to the negative value of the plotted cumulative distribution function for Y = 0. Table F.3.1. Filtered WIM Data Format Entry Number Description Entry Number Description 1 Direction 23 11th spacing between axles [ft] 2 Lane 24 12th spacing between axles [ft] 3 Year 25 13th spacing between axles [ft] 4 Day 26 1st axle weight [kip] 5 Hour 27 2nd axle weight [kip] 6 Min 28 3rd axle weight [kip] 7 Sec 29 4th axle weight [kip] 8 Total weight 30 5th axle weight [kip] 9 Total length 31 6th axle weight [kip] 10 Speed 32 7th axle weight [kip] 11 Vehicle class 33 8th axle weight [kip] 12 Number of axles 34 9th axle weight [kip] 13 1st spacing between axles [ft] 35 10th axle weight [kip] 14 2nd spacing between axles [ft] 36 11th axle weight [kip] 15 3rd spacing between axles [ft] 37 12th axle weight [kip] 16 4th spacing between axles [ft] 38 13th axle weight [kip] 17 5th spacing between axles [ft] 39 14th axle weight [kip] 18 6th spacing between axles [ft] 40 Ratio of truck moment to HL93 moment for 30-ft span 19 7th spacing between axles [ft] 41 Ratio of truck moment to HL93 moment for 60-ft span 20 8th spacing between axles [ft] 42 Ratio of truck moment to HL93 moment for 90-ft span 21 9th spacing between axles [ft] 43 Ratio of truck moment to HL93 moment for 120-ft span 22 10th spacing between axles [ft] 44 Ratio of truck moment to HL93 moment for 200-ft span

324 Reference for F2 AASHTO LRFD Bridge Design Specifications, 6th ed. 2012. American Association of State Highway and Transportation Officials, Wash- ington, D.C. F.3 Excerpt from WiM data Following is a sample of the filtered WIM data used in the development of live load models presented in Chapter 5. In addition to entries copied from the raw WIM records (Entry Numbers 1 through 39 in Table F.3.1), the last five entries (Entry Numbers 40 through 44) give the ratio between the moment produced by the truck divided by the HL-93 moment for spans 30, 60, 90, 120, and 200 ft long. Sample of Filtered WIM Data Each line of raw data goes from Entry 1 through Entry 44. 9,1,2008,1,1,34,52,11.7,28,52,5,2,14.7,0,0,0,0,0,0,0,0,0,0,0,0, 4,7.7,0,0,0,0,0,0,0,0,0,0,0,0,0.14847,0.13308,0.11692, 0.10561,0.085011 9,1,2008,1,6,8,4,11.6,26,63,5,2,14.9,0,0,0,0,0,0,0,0,0,0,0,0, 4.9,6.7,0,0,0,0,0,0,0,0,0,0,0,0,0.13449,0.12703,0.11309, 0.10278,0.083337 9,1,2008,1,12,58,28,10.6,25,65,5,2,14.6,0,0,0,0,0,0,0,0,0,0,0, 0,5.5,5,0,0,0,0,0,0,0,0,0,0,0,0,0.11635,0.11172,0.10068, 0.091959,0.074956 9,1,2008,1,14,24,20,11.2,26,61,5,2,12.8,0,0,0,0,0,0,0,0,0,0,0, 0,4.5,6.7,0,0,0,0,0,0,0,0,0,0,0,0,0.14191,0.12732,0.11188, 0.10104,0.081333 9,1,2008,1,18,43,59,10.6,24,61,5,2,13.5,0,0,0,0,0,0,0,0,0,0,0, 0,5.3,5.3,0,0,0,0,0,0,0,0,0,0,0,0,0.11943,0.11426,0.10236, 0.093277,0.075859 9,1,2008,1,22,19,18,11.7,25,57,5,2,11.3,0,0,0,0,0,0,0,0,0,0,0, 0,4.4,7.3,0,0,0,0,0,0,0,0,0,0,0,0,0.16047,0.13746,0.11951, 0.10734,0.085825 9,1,2008,2,0,24,39,10.4,25,63,5,2,11.5,0,0,0,0,0,0,0,0,0,0,0, 0,4.8,5.6,0,0,0,0,0,0,0,0,0,0,0,0,0.1308,0.11787,0.10376, 0.093758,0.075501 9,1,2008,2,3,59,48,10.3,25,66,5,2,13.3,0,0,0,0,0,0,0,0,0,0,0,0, 4.5,5.8,0,0,0,0,0,0,0,0,0,0,0,0,0.12427,0.11481,0.10162, 0.092083,0.074401 9,1,2008,2,4,50,41,11.5,25,65,5,2,11.1,0,0,0,0,0,0,0,0,0,0,0,0, 5.1,6.4,0,0,0,0,0,0,0,0,0,0,0,0,0.15061,0.13252,0.11593, 0.10446,0.083851 9,1,2008,2,6,9,26,25.1,52,65,9,5,16.8,4.2,24,9,0,0,0,0,0,0,0, 0,0,9,2.5,3.7,5.3,4.7,0,0,0,0,0,0,0,0,0,0.16931,0.15654, 0.16411,0.16992,0.15632,2 9,1,2008,2,6,44,32,10.3,25,68,5,2,13.3,0,0,0,0,0,0,0,0,0,0,0, 0,4.3,5.9,0,0,0,0,0,0,0,0,0,0,0,0,0.1252,0.11448,0.10109, 0.091493,0.073824 9,1,2008,2,7,30,6,11.3,21,68,5,2,11.8,0,0,0,0,0,0,0,0,0,0,0,0, 4.9,6.4,0,0,0,0,0,0,0,0,0,0,0,0,0.1435,0.12857,0.11296, 0.10204,0.082125 9,1,2008,2,10,25,54,10.8,22,68,5,2,13.4,0,0,0,0,0,0,0,0,0,0,0, 0,5.2,5.5,0,0,0,0,0,0,0,0,0,0,0,0,0.12131,0.11636,0.1039, 0.09454,0.076756 9,1,2008,2,10,29,31,11.4,32,72,5,2,17.5,0,0,0,0,0,0,0,0,0,0,0, 0,5,6.4,0,0,0,0,0,0,0,0,0,0,0,0,0.11595,0.11838,0.10749, 0.098578,0.080754 9,1,2008,2,10,37,31,10.1,22,72,5,2,11.8,0,0,0,0,0,0,0,0,0,0,0, 0,4.2,5.9,0,0,0,0,0,0,0,0,0,0,0,0,0.13057,0.11576,0.10144, 0.091485,0.073538 9,1,2008,2,11,11,58,10.4,25,70,5,2,14,0,0,0,0,0,0,0,0,0,0,0,0, 4.7,5.6,0,0,0,0,0,0,0,0,0,0,0,0,0.11947,0.11282,0.10043, 0.091266,0.074002 9,1,2008,2,11,13,37,11.9,30,58,5,2,15.7,0,0,0,0,0,0,0,0,0,0,0, 0,5.6,6.3,0,0,0,0,0,0,0,0,0,0,0,0,0.12381,0.12489,0.113, 0.10344,0.084559 9,1,2008,2,11,42,16,11.4,27,68,5,2,12.6,0,0,0,0,0,0,0,0,0,0,0, 0,4.6,6.8,0,0,0,0,0,0,0,0,0,0,0,0,0.14485,0.12974,0.11407, 0.10301,0.082877 9,1,2008,2,11,46,34,10.3,23,61,5,2,13,0,0,0,0,0,0,0,0,0,0,0, 0,4,6.3,0,0,0,0,0,0,0,0,0,0,0,0,0.1338,0.11829,0.10358, 0.093389,0.075018 9,1,2008,2,13,33,29,10.4,25,65,5,2,14.6,0,0,0,0,0,0,0,0,0,0,0, 0,5.3,5.1,0,0,0,0,0,0,0,0,0,0,0,0,0.11326,0.10983,0.099237, 0.090756,0.074085 9,1,2008,2,14,46,51,10.5,26,65,5,2,13.8,0,0,0,0,0,0,0,0,0,0,0, 0,5,5.5,0,0,0,0,0,0,0,0,0,0,0,0,0.11809,0.11355,0.10165, 0.092585,0.075241 9,1,2008,2,14,58,50,11.2,25,58,5,2,14.6,0,0,0,0,0,0,0,0,0,0,0, 0,4.8,6.5,0,0,0,0,0,0,0,0,0,0,0,0,0.13022,0.12372,0.11025, 0.10021,0.081243 9,1,2008,2,15,41,47,11.8,27,71,5,2,13.4,0,0,0,0,0,0,0,0,0,0,0, 0,6.1,5.8,0,0,0,0,0,0,0,0,0,0,0,0,0.13647,0.12883,0.11533, 0.10503,0.085331 9,1,2008,2,23,31,12,10.3,23,70,5,2,11.3,0,0,0,0,0,0,0,0,0,0,0, 0,4.4,5.9,0,0,0,0,0,0,0,0,0,0,0,0,0.1352,0.1188,0.10392, 0.093631,0.075142 9,1,2008,3,0,20,40,11.3,26,64,5,2,11.5,0,0,0,0,0,0,0,0,0,0,0, 0,4.9,6.4,0,0,0,0,0,0,0,0,0,0,0,0,0.14567,0.12936,0.11349, 0.10238,0.082278 9,1,2008,3,5,56,24,11.8,26,70,5,2,11.4,0,0,0,0,0,0,0,0,0,0,0, 0,5.7,6,0,0,0,0,0,0,0,0,0,0,0,0,0.14463,0.13168,0.11618, 0.1051,0.084756 9,1,2008,3,7,10,36,10.9,26,67,5,2,14.9,0,0,0,0,0,0,0,0,0,0,0, 0,4.8,6.1,0,0,0,0,0,0,0,0,0,0,0,0,0.12369,0.11821,0.1056, 0.096125,0.078094 9,1,2008,3,9,0,56,11.5,29,71,5,2,14.9,0,0,0,0,0,0,0,0,0,0,0,0, 3.8,7.7,0,0,0,0,0,0,0,0,0,0,0,0,0.14971,0.13219,0.11572, 0.10431,0.083779

325 9,1,2008,3,9,12,48,10.2,24,67,5,2,14,0,0,0,0,0,0,0,0,0,0,0,0, 5.5,4.7,0,0,0,0,0,0,0,0,0,0,0,0,0.11773,0.11079,0.099058, 0.09016,0.073203 9,1,2008,3,11,10,23,11.5,27,68,5,2,15.6,0,0,0,0,0,0,0,0,0,0,0, 0,5.2,6.3,0,0,0,0,0,0,0,0,0,0,0,0,0.12322,0.1222,0.11006, 0.10054,0.081989 9,1,2008,3,14,29,59,11.2,27,71,5,2,13.3,0,0,0,0,0,0,0,0,0,0,0, 0,3.8,7.4,0,0,0,0,0,0,0,0,0,0,0,0,0.15011,0.13031,0.11366, 0.10226,0.081922 9,1,2008,3,14,30,45,11.6,32,72,5,2,16.4,0,0,0,0,0,0,0,0,0,0,0, 0,4.2,7.4,0,0,0,0,0,0,0,0,0,0,0,0,0.1371,0.12826,0.11387, 0.10333,0.083614 9,1,2008,3,16,44,3,10.9,27,65,5,2,13.4,0,0,0,0,0,0,0,0,0,0,0, 0,5.8,5,0,0,0,0,0,0,0,0,0,0,0,0,0.12711,0.11849,0.10554, 0.095896,0.077711 9,1,2008,3,16,50,40,11.1,28,65,5,2,13.5,0,0,0,0,0,0,0,0,0,0,0, 0,5.6,5.5,0,0,0,0,0,0,0,0,0,0,0,0,0.12568,0.1194,0.10715, 0.097687,0.079461 9,1,2008,3,17,1,0,10.9,25,61,5,2,11.2,0,0,0,0,0,0,0,0,0,0,0,0, 4.5,6.4,0,0,0,0,0,0,0,0,0,0,0,0,0.14579,0.12671,0.11053, 0.099454,0.079693 9,1,2008,4,0,50,45,11.3,26,71,5,2,11.6,0,0,0,0,0,0,0,0,0,0,0, 0,4.6,6.7,0,0,0,0,0,0,0,0,0,0,0,0,0.14809,0.13025,0.11402, 0.10274,0.082455 9,1,2008,4,5,15,17,11.1,23,75,5,2,11.9,0,0,0,0,0,0,0,0,0,0,0, 0,4.8,6.3,0,0,0,0,0,0,0,0,0,0,0,0,0.14182,0.12661,0.11113, 0.10031,0.080683 9,1,2008,4,6,4,0,11,26,65,5,2,11.2,0,0,0,0,0,0,0,0,0,0,0,0, 4.1,6.8,0,0,0,0,0,0,0,0,0,0,0,0,0.15046,0.12841,0.11152, 0.10012,0.08001 9,1,2008,4,6,58,19,11.5,24,65,5,2,11.5,0,0,0,0,0,0,0,0,0,0,0, 0,3.8,7.7,0,0,0,0,0,0,0,0,0,0,0,0,0.16159,0.13652,0.11832, 0.10609,0.084648 9,1,2008,4,8,41,26,11.1,26,63,5,2,14.8,0,0,0,0,0,0,0,0,0,0,0, 0,4.4,6.6,0,0,0,0,0,0,0,0,0,0,0,0,0.13031,0.12165,0.10793, 0.097923,0.079249 9,1,2008,4,9,25,42,10.8,24,68,5,2,13.4,0,0,0,0,0,0,0,0,0,0,0, 0,4.7,6.1,0,0,0,0,0,0,0,0,0,0,0,0,0.12968,0.12016,0.10644, 0.096482,0.077981 9,1,2008,4,9,41,50,11.2,24,67,5,2,13.4,0,0,0,0,0,0,0,0,0,0,0, 0,4.8,6.4,0,0,0,0,0,0,0,0,0,0,0,0,0.13549,0.12497,0.1106, 0.1002,0.080938 9,1,2008,4,14,8,35,11.7,35,66,5,2,18.1,0,0,0,0,0,0,0,0,0,0,0, 0,4.3,7.4,0,0,0,0,0,0,0,0,0,0,0,0,0.13209,0.12671,0.11327, 0.10313,0.083806 9,1,2008,4,14,8,39,11.5,28,70,5,2,14.2,0,0,0,0,0,0,0,0,0,0,0, 0,4.3,7.3,0,0,0,0,0,0,0,0,0,0,0,0,0.14684,0.13181,0.11588, 0.10467,0.084249 9,1,2008,4,14,20,33,10.5,28,67,5,2,15.9,0,0,0,0,0,0,0,0,0,0,0, 0,4.4,6.1,0,0,0,0,0,0,0,0,0,0,0,0,0.11818,0.11345,0.10148, 0.092434,0.07515 9,1,2008,4,14,32,53,10.2,26,64,5,2,13.3,0,0,0,0,0,0,0,0,0,0,0, 0,3.8,6.3,0,0,0,0,0,0,0,0,0,0,0,0,0.13025,0.11564,0.10142, 0.091488,0.073528 9,1,2008,4,15,39,32,11.7,25,78,5,2,13.7,0,0,0,0,0,0,0,0,0,0,0, 0,4.3,7.4,0,0,0,0,0,0,0,0,0,0,0,0,0.14835,0.13304,0.11697, 0.10566,0.085035 9,1,2008,4,15,50,43,10.4,25,76,5,2,13.1,0,0,0,0,0,0,0,0,0,0,0, 0,4.7,5.7,0,0,0,0,0,0,0,0,0,0,0,0,0.12495,0.11573,0.10247, 0.092873,0.075068 9,1,2008,4,16,18,35,11.4,28,66,5,2,13.5,0,0,0,0,0,0,0,0,0,0,0, 0,6.2,5.3,0,0,0,0,0,0,0,0,0,0,0,0,0.13515,0.12608,0.11233, 0.10208,0.082733 9,1,2008,4,17,4,44,10.8,24,71,5,2,12.9,0,0,0,0,0,0,0,0,0,0,0, 0,3.9,6.9,0,0,0,0,0,0,0,0,0,0,0,0,0.14371,0.12528,0.10933, 0.098404,0.07889 9,1,2008,4,17,41,43,10.9,26,68,5,2,13.9,0,0,0,0,0,0,0,0,0,0,0, 0,4.4,6.4,0,0,0,0,0,0,0,0,0,0,0,0,0.13191,0.12097,0.10685, 0.096735,0.078092 9,1,2008,4,17,45,52,10.7,30,57,5,2,13.4,0,0,0,0,0,0,0,0,0,0,0, 0,4.8,5.9,0,0,0,0,0,0,0,0,0,0,0,0,0.12654,0.11834,0.10504, 0.095312,0.077126 9,1,2008,4,18,47,2,12.4,9,70,5,2,10.4,0,0,0,0,0,0,0,0,0,0,0,0, 7.5,4.9,0,0,0,0,0,0,0,0,0,0,0,0,0.17374,0.14753,0.12755, 0.11431,0.091195,2 9,1,2008,4,20,37,10,10.5,25,80,5,2,11.6,0,0,0,0,0,0,0,0,0,0,0, 0,4.2,6.4,0,0,0,0,0,0,0,0,0,0,0,0,0.14019,0.12264,0.10723, 0.096559,0.077435 9,1,2008,4,20,41,14,11.2,27,71,5,2,13.3,0,0,0,0,0,0,0,0,0,0,0, 0,4.9,6.3,0,0,0,0,0,0,0,0,0,0,0,0,0.13503,0.12481,0.11048, 0.10012,0.080895 F.4 Procedure for Calibration of Service i Limit State for Geotechnical Features Information is presented in this section as an aid for an owner to perform a calibration of the Service I limit state for geo- technical features by using an analytical method to predict (estimate) deformation based on local geologic conditions. A step-by-step format is provided with the intention that end users can simply substitute the appropriate data for the method and the mode of foundation deformation that they are trying to calibrate. The theoretical background is inten- tionally omitted in favor of providing specific computational guidance. In general, the vertical and lateral deformations for all structural foundation types such as footings, drilled shafts, and driven piles can be calibrated by using the process described in this section. For the purpose of demonstration of the calibration process, the case of immediate vertical set- tlement of spread footings is used. For convenience, reference is made to the widely used com- mercial software Microsoft Excel (references to Microsoft Excel are applicable to its 2007 and 2010 versions). This has been done to help simplify the calibration process without

326 complicating the process with esoteric probabilistic princi- ples which in the end lead to the same result. F.4.1 Step 1: Express the Service Limit State in Terms of Load and Resistance In the context of deformations, tolerable deformations, dT, are considered as resistances while the predicted deforma- tions, dP, are considered as loads. For service limit state cali- bration for foundation deformation, the limit state, g, is expressed as follows (Equation F.4.1): (F.4.1)g P T= δ δ For the example of immediate settlements, the load and the resistance parameters are as follows: • Load: Predicted (estimated or calculated) immediate verti- cal settlement, dP • Resistance: Tolerable (limiting or measured) immediate vertical settlement, dT F.4.2 Step 2: Develop Statistical Model for Load (dP) The usefulness of this appendix will be demonstrated by using the analytical method proposed by Schmertmann et al. (1978). Tables F.4.1 and F.4.2 show a data set for spread foot- ings based on vertical settlements of footings measured at 20 footings for 10 instrumented bridges in the northeastern United States (Gifford et al. 1987). More detailed subsurface data are given in that report. Each of the footing designations in the tables represents a footing supporting a single sub- structure unit (abutment or pier). Four of the instrumented bridges were single-span structures. Two 2-span and three 4-span bridges were also monitored in addition to a single 5-span structure. Nine of the structures were designed to carry highway traffic, while the one instrumented bridge con- sisted of a 4-span railroad bridge across an Interstate high- way. The bridges included 5 simple-span and 5 continuous- beam structures. Additional information on the instrumen- tation and data collection at the 10 bridges can be found in Gifford et al. (1987). Figure F.4.1 shows a plot of the data in Table F.4.2 and the spread of the data about the 1:1 diagonal line, which defines the case in which the predicted and measured values are equal. Such a plot provides a visual frame of reference to judge the accuracy of the prediction method, in this case Schmertmann’s method. For example, if the data points align closely with the 1:1 diagonal line, then the predictions based on the analytical method being evaluated are close to the measured values and are more accurate compared with the case in which the data points do not align closely with the 1:1 diagonal line. In the geotechnical literature (e.g., Tan and Duncan 1991), accuracy is defined as the mean value of the ratio of the predicted (calculated) to the measured set- tlements. Table F.4.3 shows the values of accuracy, denoted by X, where X = dP/dM, for each footing based on the data in Table F.4.2. As noted in Step 1 of the calibration process, the value of dM can be considered to be the resistance and equivalent to the tolerable settlement, dT. The accuracy, X = dP/dM (or dP/dT), is a random variable that can be modeled by an appropriate probability distribution function (PDF). The data for X in Table F.4.3 were used to develop a histogram of accuracy (X) values as shown in Figure F.4.2. The arithmetic mean (M) and standard deviation (SD) of the data in Table F.4.3 are 1.381 and 1.006, respectively, and are noted in Column 2 of Table F.4.3 and Table F.4.4. The histo- gram of the data in Column 2 of Table F.4.3 is shown in Fig- ure F.4.2. The histogram does not resemble the classical bell shape that is characteristic of normally distributed data. To evaluate the deviation of the data from a classical normal PDF, the data for the value of accuracy (X) in Table F.4.3 were plotted against the standard normal variable, z, to generate a cumulative distribution function (CDF) as shown in Fig- ure F.4.3 [see Chapter 5 in Allen et al. (2005) for the definition of standard normal variable, z, and procedures to develop Fig- ure F.4.3]. As noted in Allen et al. (2005), the benefit of plot- ting the data in this manner on a CDF plot is that normally distributed data plot as a straight line with a slope equal to 1/SD, and the intercept on the horizontal axis corresponding to z = 0 is equal to the mean value M. As can be seen in Figure F.4.3, the data points based on Table F.4.3 do not plot on the straight line, which confirms the observation made based on the histogram in Figure F.4.2. By using procedures described in Allen et al. (2005), a lognormal distribution is used to evaluate the nonnormal data. As seen in Figure F.4.3, the lognormal distribution fits the data better than the normal distribution. The lognor- mal distribution, which is valid between values of 0 and +∞, is used in Figure F.4.3 because (a) immediate settlement cannot have negative values, and (b) lognormal PDFs have been used in the past for nonnormal distributions during calibration of the strength limit state for geotechnical as well as structural features in the AASHTO LRFD frame- work (2012). For service limit state, a PDF with an upper bound and lower bound (e.g., beta distribution) instead of open tail(s) (e.g., normal or lognormal distribution) may be more appropriate since the conditions represented by an open tail PDF are not physically possible when one consid- ers foundation deformations. As noted, the lognormal PDF is used here simply to be consistent with the PDFs that have been used in the LRFD calibration processes to date.

327 Table F.4.1. Study Bridge Data Element Designation q (ksf) Nf (blows/ft) Nc (blows/ft) g (kcf) Water Level (ft) B (ft) L (ft) D (ft) qc (kg/cm2) H (ft) s–vo max S1 3.20 23 to 36 44 0.120 12 17.0 63.7 F NA 117 2(F) S2 2.67 60 58 0.120 12 17.0 63.7 F NA 117 2(F) S3 2.32 32 to 44 43 0.120 11.5 15.25 52.5 F NA 35 2(F) S4 2.44 18 to 24 19 0.120 9 16.75 52.5 4 NA 42 3 S5 1.88 12 to 13 12 0.120 4 12.50 41.0 5 NA 40 3 S6 1.70 18 to 20 34 0.120 31 11.0 74.6 F 28,61,90,125 155 1(F) S7 2.34 22 22 0.115 12 18.5 79.0 5 NA 130 1 S8 2.10 18 to 19 18 0.120 6 21.0 21.0 5 NA 150 1 S9 1.50 18 to 19 18 0.120 6 21.0 30.4 5 NA 150 1 S10 2.34 16 to 17 20 0.115 12 16.0 26.8 5 90,70,88 153 1 S11 2.48 18 to 22 22 0.115 12 16.0 18.5 5 74 155 1 S12 1.48 13 to 14 15 0.115 12 21.0 33.0 5 NA 120 1 S13 1.60 23 to 28 25 0.115 12 21.0 30.0 5 NA 120 1 S14 3.30 21 21 0.120 28 8.1 42.9 F 165 197 2(F) S15 3.43 8 8 0.120 26.5 8.1 42.9 F 53 >150 2(F) S16 2.40 34 to 37 42 0.120 10 16.75 76.9 6 NA 52 2 S17 2.34 21 to 27 24 0.125 8 15.25 76.1 6.5 NA 51 2 S18 1.88 37 to 53 55 0.120 2 15.25 61.7 9 NA 10 2 S19 1.79 25 to 34 39 0.120 2 15.25 67.3 9 NA 10 2 S20 2.14 19 to 22 24 0.113, 0.115 44 28.0 28.0 0 62,131 >2B 2 S21 3.01 25 to 26 23 0.115 0 20.0 100.8 22 NA >2B 3 S22 3.25 26 to 31 38 0.115 1 20.0 100.8 5 NA >2B 3 S23 3.51 33 to 40 39 0.115, 0.120 17 21.75 44.4 F NA 41 2(F) S24 3.37 37 to 38 49 0.115 13 16.0 44.7 0 114,183 48 2 Notes: q = footing bearing pressure (average) Nf = field standard penetration test N-value (range of N-values is due to different depths of influence for different settlement calculation methods) Nc = corrected N-value (corrected for overburden per Peck and Bazaraa 1969) g = soil total unit weight (assumed) (kips per cubic foot) Water Level = depth of water table (below footing bearing elevation) B = footing width L = footing length D = depth of footing embedment below ground surface; (F) indicates footing is on new fill qc = static cone penetration test cone resistance (multiple values indicate that profile was subdivided into layers with corresponding qc values) H = depth below footing to (relatively) incompressible stratum (H > 2B indicates an incompressible stratum is located below the depth of influence) σ _ vo max = soil stress history: 1 = preloaded; 2 = normally loaded; 3 = partially preloaded NA = not available Source: Gifford et al. (1987).

328 Table F.4.2. Data for Measured and Calculated Settlements Footing Designation Settlement (in.) Measured (dM) Calculated (dP) S1 0.35 0.79 S2 0.67 1.85 S3 0.94 0.86 S4 0.76 0.46 S5 0.61 0.30 S6 0.42 0.52 S7 0.61 0.18 S8 0.28 0.30 S9 0.26 0.18 S10 0.29 0.29 S11 0.25 0.36 S14 0.46 0.41 S15 0.34 1.57 S16 0.23 0.26 S17 0.44 0.40 S20 0.64 1.21 S21 0.46 0.29 S22 0.66 0.54 S23 0.61 1.02 S24 0.28 0.64 Note: Gifford et al. (1987), the source for the table, notes that data for Footings S12, S13, and S18 were not included because construction problems at those sites resulted in disturbance of the subgrade soils and short term settlement was increased. Data for Footing S19 appear to be anomalous and have been excluded from this table and from Figure F.4.1. Figure F.4.1. Comparison of measured and calculated settlements based on service load data in Table F.4.2 for Schmertmann’s method. Table F.4.3. Values and Statistics of Accuracy (X 5 dP/dM) and Natural Log of X Values [ln(X)] Based on Data Shown in Table F.4.2 Footing Designation X ln(X) S1 2.257 0.814 S2 2.761 1.016 S3 0.915 -0.089 S4 0.605 -0.502 S5 0.492 -0.710 S6 1.238 0.214 S7 0.295 -1.221 S8 1.071 0.069 S9 0.692 -0.368 S10 1.000 0.000 S11 1.440 0.365 S14 0.891 -0.115 S15 4.618 1.530 S16 1.130 0.123 S17 0.909 -0.095 S20 1.891 0.637 S21 0.630 -0.461 S22 0.818 -0.201 S23 1.672 0.514 S24 2.286 0.827 Mean 1.381 0.1173 Standard deviation 1.006 0.6479 Coefficient of variation 0.728 0 1 2 3 4 5 6 7 8 9 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 Fr eq ue nc y of O cc ur re nc e Accuracy, X (Predicted/Measured) Figure F.4.2. Histogram for accuracy (X) of Schmertmann et al. (1978) method.

329 Table F.4.4. Statistics for Accuracy Based on Normal and Lognormal Distributions Statistic Normal Lognormal Lognormal Arithmetic Correlated Arithmetic Mean M = 1.381 MLNC = 0.1100 MLNA = 0.1173 Standard deviation SD = 1.006 SDLNC = 0.6525 SDLNA = 0.6479 Coefficient of variation CV = 0.728 Notes: 1. The correlated mean (MLNC) and standard deviation (SDLNC) values for log- normal distribution were calculated from the normal (arithmetic) mean (M) and standard deviation (SD) values of 1.381 and 1.006, respectively, by using the following equations based on idealized normal and lognormal PDFs: MLNC = LN(M) - 0.50(SDLNC)2 SDLNC = [LN{(SD/M)2 + 1}]0.5 2. The arithmetic mean (MLNA) and standard deviation (SDLNA) values of 0.1173 and 0.6479, respectively, were calculated for the lognormal distribution directly from the ln(X) values shown in Column 3 of Table F.4.3. Figure F.4.3. Standard normal variable, z, as a function of the accuracy (X) of Schmertmann et al. (1978) method. -4.0 -3.5 -3.0 -2.5 -2.0 -1.5 -1.0 -0.5 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 St an da rd N or m al V ar ia bl e, z Accuracy, X (Predicted/Measured) Data Points Predicted LN Fitted from Normal statistics Predicted Normal Distribution Accuracy Data for Schmertmann et al. (1978) - Full Data Fit Guidance for the selection of an appropriate PDF and development of the distribution parameters shown in Table F.4.4 is provided in Nowak and Collins (2000) and other similar books that deal with the subject of probabilistic methods. Table F.4.4 presents the values of the mean and standard deviation based on the normal (straight line) and lognormal (curved line) PDFs shown in Figure F.4.3. Correlated and arithmetic values of the mean and standard deviation for the lognormal distribution are shown in Table F.4.4. The corre- lated and the arithmetic values of mean (MLNC and MLNA) and standard deviation (SDLNC and SDLNA) for lognormal distri- butions are similar but not equal. This is because the corre- lated values (MLNC and SDLNC) are based on derivations for an idealized lognormal distribution and not a sample distribu- tion from actual data which may not necessarily fit an ideal- ized lognormal distribution. In contrast, the arithmetic values (MLNA and SDLNA) are obtained by taking the arithmetic mean and standard deviation directly from the ln(X) value of each data point noted in Column 3 of Table F.4.3. It is important to recognize the use of appropriate values of mean and standard deviation based on the syntax for a lognormal distribution function used by a particular compu- tational program. For example, if one is using the @RISK program by Palisade Corporation, then the RISKLOGNORM function in that program is based on arithmetic values (M and SD) of the normal distribution. In contrast, the Microsoft Excel LOGNORMDIST (or LOGNORM.DIST) function uses the arithmetic mean (MLNA) and standard deviation (SDLNA) values of ln(X). Use of improper values of mean and standard deviation can lead to drastically dif- ferent results. This issue is of critical importance since the presented process is based on use of Microsoft Excel as mentioned earlier. Figure F.4.4 and Figure F.4.5, respectively, show the PDF and CDF based on use of the LOGNORM.DIST function in the 2010 version of Microsoft Excel with MLNA = 0.1173 and SDLNA = 0.6479.

330 F.4.3 Step 3: Select the Target Reliability Index, bT For strength limit states, reliability index values in the range of 3.09 to 3.54 are used. Ultimate or strength limit states per- tain to structural safety and the loss of load-carrying capacity. In contrast, service limit states are user-defined limiting conditions that affect the function of the structure under expected service conditions. Violation of service limit states occurs at loads much smaller than those for strength limit states. Since there is no danger of collapse if a service limit state is violated, a smaller value of target reliability index may be used for service limit states. In the case of settle- ment, the structural load effect is manifested in terms of increased moments and potential cracking. The load effect due to the settlement relative to the load effect due to dead and live loads would generally be small because in the Service I limit state the load factor gSE, which represents the uncertainty in estimated settlement, is only one of the many load factors. Furthermore, the primary moments due to the dead and live loads are much larger than the additional (sec- ondary) moments due to settlement. Based on a consideration of reversible and irreversible service limit states for bridge superstructures, a target reliability index, bT, in the range of 0.50 to 1.00 for calibration of load factor gSE for foundation deformation in the Service I limit state is recommended. For demonstration purposes, a value of bT = 0.50 is used in the included example. Using the procedure demonstrated here, the end user can develop the appropriate values of gSE for other values of bT. Additional discussion on the meaning and use of gSE is presented in Chapter 6. F.4.4 Step 4: Compute the Probability of Exceedance, Pe, of Predicted Value for bT The reliability index, b, can be expressed in terms of probabil- ity of exceedance, Pe, of a predicted value by using the follow- ing formula in Microsoft Excel (Equation F.4.2). NORMSINV 1 (F.4.2)Pe( )β = − Table F.4.5 and Figure F.4.6 were generated by using Equa- tion F.4.2. In Table F.4.5, linear interpolation may be used as an approximation for values intermediate to those shown. Figure F.4.4. Probability distribution function for accuracy (X) of Schmertmann et al. (1978) method. Table F.4.5. Reliability Index, b, and Corresponding Values of Probability of Exceedance, Pe, Based on Normally Distributed Data b Pe (%) b Pe (%) b Pe (%) b Pe (%) 2.00 2.28 1.50 6.68 1.00 15.87 0.50 30.85 1.95 2.56 1.45 7.35 0.95 17.11 0.45 32.64 1.90 2.87 1.40 8.08 0.90 18.41 0.40 34.46 1.85 3.22 1.35 8.85 0.85 19.77 0.35 36.32 1.80 3.59 1.30 9.68 0.80 21.19 0.30 38.21 1.75 4.01 1.25 10.56 0.75 22.66 0.25 40.13 1.70 4.46 1.20 11.51 0.70 24.20 0.20 42.07 1.65 4.95 1.15 12.51 0.65 25.78 0.15 44.04 1.60 5.48 1.10 13.57 0.60 27.43 0.10 46.02 1.55 6.06 1.05 14.69 0.55 29.12 0.05 48.01 0.00 50.00 Note: Probability of Success, Ps = 1 - Pe. Figure F.4.5. Cumulative distribution function (CDF) for accuracy (X) of Schmertmann et al. (1978) method.

331 Based on either Equation F.4.2 or Table F.4.5, a value of Pe ≈ 0.3085 or 30.85% is obtained for b = 0.50. F.4.5 Step 5: Compute the Load Factor, gSE, due to Foundation Deformations The load factor, gSE, is a function of the probability of exceed- ance, Pe, of the foundation deformation under consideration, which in this example is the immediate settlement of spread footings calculated by using the analytical method of Schmertmann et al. (1978). Equation F.4.3 is the formula in Microsoft Excel for determining a value of accuracy, X, in terms of Pe, the arithmetic mean (MLNA), and the standard deviation (SDLNA) of the lognormal distribution function as computed in Step 2. The value of X represents the probability of the accuracy value (dP/dT) being less than a specified value. LOGNORMDIST , ,SD (F.4.3)LNA LNAP X Me ( )= From Table F.4.4, for the Schmertmann method, MLNA = 0.1173 and SDLNA = 0.6479. The goal is to determine the value of X that gives Pe = 0.3085. Thus, for this example, the expres- sion for Pe can be written as follows: LOGNORMDIST ,0.1173,0.6479 0.3085 or 30.85%P Xe ( )= = Using Goal Seek in Microsoft Excel, X(= dP/dT) ≈ 0.813. [Note that in the 2010 version of Microsoft Excel, another function LOGNORM.DIST is also available that can be used. In this case, the same result (X ≈ 0.813) is obtained by using the following syntax and the Goal Seek function to determine X (“TRUE” indicates the use of cumulative distribution function): Pe = LOGNORM.DIST(X,0.1173,0.6479,TRUE) = 0.3085.] In the context of the AASHTO LRFD framework, the load factor, gSE, is the reciprocal of X. Thus, for immediate settle- ment of spread footings based on the method of Schmert- mann et al. (1978), gSE = 1/0.813 ≈ 1.23. As per the AASHTO LRFD framework, the load factor is rounded up to the nearest 0.05. Thus, use gSE = 1.25. F.4.6 Summary The presented information describes the process for develop- ing the load factor gSE which incorporates the uncertainty in the model that is used for predicting foundation deforma- tions and its effect on the bridge superstructure. The key to successful calibration is the development and maintenance of a quality database of deformation measurements on founda- tions for transportation bridge structures. Using the process described, an owner can develop the load factor of gSE for any foundation type (e.g., spread footing, driven piles, drilled shafts), for any mode of deformation (e.g., vertical, lateral, rota- tion) and for any appropriate analytical method based on local geologic conditions—as long as the owner has established a quality database of measurements of foundation deformations in the local geologic conditions. Finally, care must be taken to use appropriate load types in the calibration process. For exam- ple, as per Article 10.6.2.3 of AASHTO (2012), for immediate settlements both permanent and transient loads are used, while for long-term settlements only the permanent loads are used since transient loads are not there long enough to affect the long-term settlements. The consideration of load types will be based on the type of the foundation and the foundation defor- mation being evaluated in the calibration process. References for F.4 AASHTO LRFD Bridge Design Specifications, 6th ed. 2012. American Association of State Highway and Transportation Officials, Wash- ington, D.C. Allen, T., A. Nowak, and R. Bathurst. 2005. Transportation Research Circu- lar E-C079: Calibration to Determine Load and Resistance Factors for Geotechnical and Structural Design. Transportation Research Board of the National Academies, Washington, D.C. http://onlinepubs.trb.org/ onlinepubs/circulars/ec079.pdf. Gifford, D., S. Kraemer, J. Wheeler, and A. McKown. 1987. Spread Foot- ings for Highway Bridges. FHWA/RD-86-185. Haley and Aldrich, FHWA, Cambridge, Mass. Nowak, A. S., and K. C. Collins. 2000. Reliability of Structures. University of Michigan, Ann Arbor, and McGraw-Hill, New York. Nowak, A., and K. Collins. 2013. Reliability of Structures. McGraw-Hill, New York. Peck, R., and A. Bazaraa. 1969. Discussion of Settlement of Spread Foot- ings on Sand. ASCE Journal of the Soil Mechanics and Foundations Division, Vol. 95, No. 3, pp. 900–916. Schmertmann, J., P. Brown, and J. Hartman. 1978. Improved Strain Influence Factor Diagrams. ASCE Journal of the Geotechnical Engi- neering Division, Vol. 104, No. 8, pp. 1131–1135. Tan, C., and J. Duncan. 1991. Settlement of Footings on Sands— Accuracy and Reliability. Proceedings of the Geotechnical Engineering Congress 1991, ASCE Geotechnical Special Publication No. 27, Vol. 1, pp. 446–455. 1 in 1 1 in 10 1 in 1001% 10% 100% 0.0 0.5 1.0 1.5 2.0 P e ,ec nadeec xE f o ytilibab orP Reliability Index, β Figure F.4.6. Relationship between b and Pe for case of single load and single resistance.

332 Strand Legend Tendon Types LR = Low Relaxation SR = Stress Relieved F.5 Concrete Girder Database This section includes descriptions of the concrete bridges selected from the NCHRP Project 12-78 database and used for various studies reported here (Mlynarski et al. 2011, in References, p. 266). Other bridges could be substituted.

333 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc' I (ksi) fc' deck (ksi) Bottom Top 18067 562 131'-0 ¼" 6 5'-3 ½" 3'-0 ½" 17 112.5 50-0.6" Gr. 270 LR 7.5 6.5 3.0 2.5 3.5 44.51 AL BT-54 Mod Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 50 Number of Harped Strands: 20 Center of gravity (CG) from bottom at Midspan: 8.9" CG from Bottom at Support: 20.0" Debonded Strands: 2 Debonded Length: 60 inches CG from Bottom at 60": 18.78" Strand Layout at Midspan Strand Layout at 60" from Support Strand Layout at Support Cross-Section Prestressed Concrete I-Beams Bridge 18067

334 Bridge 8891 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 8891 571 47'-2" 8.5 1@ 7'-10, 12@10'-8" 3'-4" 14 90 14-0.5" Gr. 270 LR 6.0 5.0 4.0 2.0 14.0 19.33 Beam Type 6 Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 14 Number of Harped Strands: 2 CG from bottom at Midspan: 2.57" CG from Bottom at Support: 7.71" Strand Layout at Midspan Strand Layout at Support Cross-Section Bridge 8832 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 8832 570 43'-3⅛" 8.5 10 2'-4" 16 87.5 20-0.5" Gr. 270 LR 8.0 6.0 4.0 2.0 3.0 na 36" I-Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 20 Number of Harped Strands: 0 CG from bottom at Midspan: 6.90" Strand Layout at Midspan Cross-Section Cross-Section

335 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girder s Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 12603 572 37'-8¾" 7.87 5 11'-5¾" 3'-6½" 4 90 14-0.6" Gr. 270 LR 7.25 5.5 4.0 2.0 4.0 na AASHTO Type II Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 14 Number of Harped Strands: 0 CG from bottom at Midspan: 8.00" Strand Layout at Midspan Cross-Section Cross-Section Bridge 12603 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 10740 575 78'-6½" 6.25 7 3'-10½" 6 90 32-0.5" Gr. 270 LR 6.0 5.4 3.0 3.0 na AASHTO Type III Strand Spacing: Horizontal: 2" Vertical: 2" (4" to top pair of strands) # of Strands: 32 Number of Harped Strands: 0 CG from bottom at 48": 6.60" CG from bottom at 120": 6.50" CG from bottom at 168": 6.29" CG from bottom at Midspan: 6.00" @48" from left support @ 120" from left support @ 168" from left support Strand Layout at Midspan Cross-Section Bridge 10740

336 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 10269 0576 78'-0" 6.25 6'-8" 3'-4 ½" 7 90 28-0.5" Gr. 270 LR 6.0 5.0 3.3 3.0 6.0 28.75 AASHTO Type III Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 28 Number of Harped Strands: 6 CG from bottom at Midspan: 5.43" CG from Bottom at Support: 11.86" Strand Layout at Midspan Strand Layout at Support Cross-Section Bridge 10269

337 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 5624 0588 59'-4⅜" 9 7'-3" 2'-10" 21 109.9 20-0.5" Gr. 270 LR 6.0 4.5 4.0 2.0 3.0 24.15 Beam Type 4 Strand Spacing: Horizontal: 1" Vertical: 2" # of Strands: 20 Number of Harped Strands: 8 CG from bottom at Midspan: 4.40" CG from Bottom at Support: 18.00" Strand Layout at Midspan Strand Layout at Support Cross-Section Bridge 5624

338 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Width Overhang (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 5794 0589 72'-0" 8.5 5'-10" 2'-9" 6 100.0 20-0.6" Gr. 270 LR 9.0 7.0 4.0 2.0 3.0 29.13 Beam Type 3 Strand Spacing: Horizontal: 1" Vertical: 2" # of Strands: 20 Number of Harped Strands: 6 CG from bottom at Midspan: 4.40" CG from Bottom at Support: 12.80" Strand Layout at Midspan Strand Layout at Support Cross-Section Bridge 5794

339 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9378 0598 101'-10" 9 10'-5" 2'-7½" 5 90 40-0.5" Gr. 270 LR 6.0 5.1 4.0 2.0 2.0 41.17 Wisconsin 70" Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 40 Number of Harped Strands: 2 CG from bottom at Left Support": 8.13" CG from bottom at 78": 7.50" CG from bottom at 318": 5.63" CG from bottom at Midspan: 4.40" @ left support @ 78" from left support @ 318" from left support Strand Layout at Midspan Cross-Section Bridge 9378

340 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 5884 0602 90'-0" 8.5 8'-2" 3'-1" 4 110.0 38-0.5" Gr. 270 LR 7.0 5.0 4.0 2.0 4.0 27.28 Beam Type 6 Strand Spacing: Horizontal: 1" Vertical: 2" # of Strands: 38 Number of Harped Strands: 12 CG from Bottom at Midspan: 5.26" CG from Bottom at Support: 17.26" Strand Layout at Midspan Strand Layout at Support Cross-Section Bridge 5884

341 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 8885 0603 90'-0" 8.5 10'-7" 3'-5½" 4 105.8 36-0.5" Gr. 270 LR 7.0 5.5 4.0 2.5 2.5 36.00 BT-63 Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 36 Number of Harped Strands: 6 CG from Bottom at Midspan: 4.72" CG from Bottom at Support: 13.39" Strand Layout at Midspan Strand Layout at Support Cross-Section Bridge 8885

342 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 8957 0604 98'-0" 8.5 8'-8" 3'-0" 5 90.0 26-0.6" Gr. 270 LR 8.0 6.4 4.0 2.0 4.0 39.67 Beam Type 6 Strand Spacing: Horizontal: 1" Vertical: 2" # of Strands: 26 Number of Harped Strands: 8 CG from Bottom at Midspan: 3.85" CG from Bottom at Support: 16.77" Strand Layout at Midspan Strand Layout at Support Cross-Section Bridge 8957

343 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 12596 0610 96'-9⅜" 7.875 11'-1⅞" 4'-0 7/16" 4 90 50-0.6" Gr. 270 LR 10.2 7.1 4.0 2.0 2.0 na AASHTO Type IV Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 50 Number of Harped Strands: 0 CG from bottom at Left Support to 102.36": 12.55" CG from bottom at 133.86": 12.09" CG from bottom at 157.48": 11.67" CG from bottom at Midspan: 11.36" @ left support @ 102.36" from left support @ 133.86" from left support @ 157.48" from left support Strand Layout at Midspan Cross-Section Bridge 12596

344 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 10803 0611 138'-3" 6.25 6'-0" 3'-4½" 7 90.0 46-0.5" Gr. 270 LR 7.0 6.0 4.0 2.5 3.5 54.75 BT-72 Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 46 Number of Harped Strands: 18 CG from Bottom at Midspan: 7.63" CG from Bottom at Support: 26.41" Strand Layout at Midspan Strand Layout at Support Cross-Section Bridge 10803

345 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 8890 0613 143'-6" 8.5 8'-0" 2'-9" 14 92.8 48-0.6" Gr. 270 LR 8.0 6.0 4.0 2.5 3 57.90 AASHTO Type VI Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 48 Number of Harped Strands: 10 CG from Bottom at Midspan: 5.58" CG from Bottom at Support: 17.77" Strand Layout at Midspan Strand Layout at Support Cross-Section Bridge 8890

346 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 10755 0411 52'-6" 6.25 7'-0" 3'-10½" 6 90.0 24-0.5" Gr. 270 SR 6.0 5.0 3.0 3.0 9.0 na AASHTO Type II Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 24 Number of Harped Strands: 0 CG from Bottom at Midspan: 8.33" CG from Bottom at 60": 8.82" Strand Layout at Midspan @ 60" from left support Cross-Section Bridge 10755

347 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 3107 0416 49'-6½" 7.6875 5'-9¼" 2'-9 7/16" 6 90.0 12-0.5" Gr. 270 LR 6.1 5.1 3.5 2 na 36" I-Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 12 Number of Harped Strands: 0 CG from bottom at Midspan: 5.67" Strand Layout at Midspan Cross-Section Cross-Section Bridge 3107 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 4827 0418 50'-7" 8.5 7'-2" 3'-0" 5 125.0 18-0.5" Gr. 270 LR 6.0 4.5 4.0 2 3 20.54 Beam Type 2 Strand Spacing: Horizontal: 1" Vertical: 2" # of Strands: 18 Number of Harped Strands: 8 CG from Bottom at Midspan: 4.22" CG from bottom at Left Support: 13.56" Strand Layout at Midspan Strand Layout at Left Support Cross-Section Bridge 4827

348 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 10599 0476 62'-10" 8.0 6'-9" 3'-3" 4 90 28-0.5" Gr. 270 LR 7.0 6.5 4.0 3.0 13.0 na AASHTO Type II Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 28 Number of Harped Strands: 0 CG from bottom at 66.75": 8.67" CG from bottom at 138.75": 8.38" CG from bottom at Midspan: 8.0" @ 66.75" from left support @ 138.75" from left support Strand Layout at Midspan Cross-Section Bridge 10599

349 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 12589 0478 73'-2 ½" 9.0 8'-9" 3'-0" 5 90 30-0.5" Gr. 270 LR 6.0 4.8 4.0 2.0 4.0 29.58 AASHTO Type IV Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 30 Number of Harped Strands: 8 CG from bottom at Midspan: 4.13" CG from bottom at Left Support: 14.80" Strand Layout at Midspan Strand Layout at Left Support Cross-Section Bridge 12589

350 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 5840 0489 85'-0" 8.5 9'-0" 3'-4" 5 70.0 30-0.5" Gr. 270 LR 7.5 5.25 4.0 2.0 4.0 34.47 Beam Type 6 Strand Spacing: Horizontal: 1" Vertical: 2" # of Strands: 30 Number of Harped Strands: 10 CG from bottom at Midspan: 4.40" CG from bottom at Left Support: 17.73" Strand Layout at Midspan Strand Layout at Left Support Cross-Section Bridge 5840

351 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 8330 0491 76'-4 ½" 8.5 8'-8" 3'-0" 5 75.5 28-0.5" Gr. 270 LR 6.0 4.5 4.0 2 4 31.14 Beam Type 6 Strand Spacing: Horizontal: 1" Vertical: 2" # of Strands: 28 Number of Harped Strands: 8 CG from bottom at Midspan: 4.00" CG from bottom at Left Support: 16.00" Strand Layout at Midspan Strand Layout at Left Support Cross-Section Bridge 8330

352 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 82 0498 82'-9" 8.75 10'-4" 3'-6" 4 105.0 34-0.5" Gr. 270 LR 5.0 4.8 4.5 2.0 2.0 33.38 MN Type 63 Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 34 Number of Harped Strands: 6 CG from bottom at Midspan: 3.88" CG from bottom at Left Support: 13.59" Strand Layout at Midspan Strand Layout at Left Support Cross-Section Bridge 82

353 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 4794 0497 66'-8" 8.5 3@7'-4", 7@9'-4" 3'-7" 11 90 33-0.5" Gr. 270 LR 10.0 7.0 6.0 2 3 27.92 Beam Type 4 Strand Spacing: Horizontal: 1" Vertical: 2" # of Strands: 33 Number of Harped Strands: 6 CG from bottom at Midspan: 6.48" CG from bottom at Left Support: 10.85" Strand Layout at Midspan Strand Layout at Left Support Cross-Section Bridge 4794

354 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 12610 0539 108'-6⅜" 8.0 8@7'-1 ½", 4@6'-11" 3'-2 ½" (L) 3'-0½" (R) 13 90.0 52-0.5" Gr. 270 LR 7.0 5.4 4.0 2.0 4.0 44.85 AASHTO Type IV Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 52 Number of Harped Strands: 14 CG from bottom at Midspan: 5.69" CG from bottom at Left Support: 15.38" Strand Layout at Midspan Strand Layout at Left Support Cross-Section Bridge 12610

355 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 11938 0545 116'-6¼" 7 7' – 3 ¾" 3'-9" 8 117.9 46-0.5" Gr. 270 LR 7.0 6.0 3.0 2.5 2.5 47.64 BT-63 Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 46 Number of Harped Strands: 16 CG from bottom at Midspan: 6.85" CG from bottom at Left Support: 21.46" Strand Layout at Midspan Strand Layout at Left Support Cross-Section Bridge 11938

356 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 11030 0551 136'-0" 6.25 6'-4 ½" 3'-10½" 9 90.0 50-0.5" Gr. 270 LR 7.0 6.0 3.0 2.5 3.5 48.75 BT-72 Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 50 Number of Harped Strands: 16 CG from bottom at Midspan: 8.90" CG from bottom at Left Support: 22.98" Strand Layout at Midspan Strand Layout at Left Support Cross-Section Bridge 11030

357 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 8889 0549 90'-10¼" 8.5 10'-7" 3'-7" (L) 4'-1" (R) 4 70.6 36-0.5" Gr. 270 LR 7.0 5.5 4.0 2.5 2.5 36.74 BT-63 Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 36 Number of Harped Strands: 6 CG from bottom at Midspan: 4.72" CG from bottom at Left Support: 13.39" Strand Layout at Midspan Strand Layout at Left Support Cross-Section Bridge 8889

358 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 8783 0553 141'-1¾" 8.5 7'-9" 3'-1" 8 96.9 46-0.6" Gr. 270 LR 8.0 6.0 4.0 2.0 2.0 57.78 AASHTO Type VI Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 46 Number of Harped Strands: 8 CG from bottom at Midspan: 4.87" CG from bottom at Left Support: 15.30" Strand Layout at Midspan Strand Layout at Left Support Cross-Section Bridge 8783

359 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 15620 0561 119'-9 ¾" 9.4375 5'-4⅛" 3'-3⅜" 11 90 48-0.6" Gr. 270 LR 10.0 8.0 3.0 2.7559 na Bulb Tee Strand Spacing: Horizontal: 1.9685" Vertical: 1.9685" # of Strands: 48 Number of Harped Strands: 0 CG from bottom at 51.57": 6.51" CG from bottom at 75.20": 6.35" CG from bottom at Midspan: 6.20" @ 51.57" from Left Support @75.20" from Left Support Strand Layout at Midspan Cross-Section Bridge 15620

360 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 12807 0780 84'-0¼" 6.0 3@4'-0½", 1@3'-6 ½", 2@3'-0 ½", 1@3'-6 ½", 3@4'-0 ½" 2'-4 ½" 11 48.0 34-0.5" Gr. 270 SR 6.0 4.8 3.0 2.0 na BIII-48 28-0.5" Gr. 270 SR 2.0 na BIII-36 Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 34 CG from bottom at Midspan: 6.71" Strand Layout at Midspan Cross-Section – BIII-48 Cross-Section – BIII-48 Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 28 CG from bottom at Midspan: 7.71" Strand Layout at Midspan Cross-Section – BIII-36 Cross-Section – BIII-36 Adjacent Precast Box Girders Bridge 12807

361 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 13788 0781 83'-0" 6.0 4'-0½" 2'-5" 9 56.8 32-0.5" Gr. 270 SR 6.0 4.8 3.0 2.0 na BIV-48 Strand Spacing: Horizontal: 1" Vertical: 2" # of Strands: 32 CG from bottom at Midspan: 7.25" Strand Layout at Midspan Strand Layout at Left Support Cross-Section Bridge 13788

362 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 15238 0782 73'-9⅞" 5.875 1@3'-6⅜", 9@4'-0⅜", 1@3'-6⅜" 1'-11 15/16" 12 90.0 34-0.5" Gr. 270 SR 6.5 5.2 3.0 1.9685 5.118 na BII-48 26-0.5" Gr. 270 SR 1.9685 5.118 na BII-36 Strand Spacing: Horizontal: 1.9685" Vertical: 1.9685" # of Strands: 34 CG from bottom at 94.49": 5.78" CG from bottom at Midspan: 4.89" Strand Layout at Midspan @94.49" from Left Support Cross-Section – BII-48 Strand Spacing: Horizontal: 1.9685" Vertical: 1.9685" # of Strands: 26 CG from bottom at 94.49": 5.94" CG from bottom at Midspan: 5.18" Strand Layout at Midspan Cross-Section – BII-36 Cross-Section – BII-36 Bridge 15238

363 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9314 0783 83'-8" 6.0 3'-1½" 1'-6" 16 90.0 22-0.6" Gr. 270 LR 5.2 5.0 4.0 2 na 27x36 Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 22 CG from bottom at Left Support to 96" : 3.14" CG from bottom at 156" : 2.89" CG from bottom at 240" : 3.00" CG from bottom at Midspan: 3.27" @ left support to 96" from left support @ 156" from left support @ 240" from left support Strand Layout at Midspan Cross-Section (Interior) Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 22 CG from bottom at Left Support to 96": 3.14" CG from bottom at 156": 2.89" CG from bottom at 240": 3.00" CG from bottom at Midspan: 3.27" @ left support to 96" from left support @ 156" from left support @ 240" from left support Strand Layout at Midspan Cross-Section (Exterior) Bridge 9314

364 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 17075 0785 107'-0" 6.0 4'-0" 2'-7½" 10 90 44-0.5" Gr. 270 SR 6.0 4.8 3.3 2.0 na BIV-48 Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 44 CG from bottom at left support to 138": 4.74" CG from bottom at Midspan: 4.45" Strand Layout at Midspan Strand Layout at Left Support to 138" Cross-Section Bridge 17075

365 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 17175 0786 88'-9" 6.0 1@4'-0", 1@3'-6", 2@3'-0", 1@3'-6", 1@4'-0" 2'-6" 7 90.0 44-0.5" Gr. 270 SR 6.0 4.8 3.0 2.0 7.0 na BII-48 38-0.5" Gr. 270 SR 2 7.0 na BII-36 Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 44 CG from bottom at Midspan: 7.45" Strand Layout at Midspan – 4' Box Cross-Section – BII 48 Cross-Section – BII 48 Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 38 CG from bottom at Midspan: 8.32" Strand Layout at Midspan -3' Interior Box Cross-Section – BII-36 Cross-Section – BII-36 Bridge 17175

366 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 13805 0681 52'-6" 3.5 4'-0 11/16" 2'-0" (L), 1'-11 3/16" (R) 7 75 24-0.5" Gr. 270 SR 5.0 4.0 3.0 2.0 3.0 na BI-48 Strand Spacing: Horizontal: 1" Vertical: 2" # of Strands: 24 CG from bottom at Midspan: 5.83" Strand Layout at Midspan Cross-Section Cross-Section Bridge 13805 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 14246 0684 52'-0" 6.0 4'-0½" 2'-4¼" 8 90.0 24-0.5" Gr. 270 SR 5.0 4.0 3.0 2.0 3.0 na BI-48 Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 24 CG from bottom at Midspan: 7.50" Strand Layout at Midspan Cross-Section Cross-Section Bridge 14246

367 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9180 0690 44'-8⅜" 5.875 3'-1 ½" 1'-6" 27 78.6 13-0.6" Gr. 270 LR 5.0 4.0 4.0 1.9685 na MDOT 535x915 Strand Spacing: Horizontal: 2" # of Strands: 13 CG from bottom at left support: 1.97" CG from bottom at 98.425": 1.97" CG from bottom at Midspan: 1.97" Strand Layout at Midspan Strand layout at 59.055" Strand layout at 98.425" Cross-Section Bridge 9180

368 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 17042 0693 50'-0⅜" 5.875 1@4'-0", 4@3'-6", 1@4'-0" 2'-5 7/16" 7 57.0 24-0.5" Gr. 270 SR 6.0 4.8 3.0 1.9685 na 4' Box 20-0.5" Gr. 270 SR 1.9685 5.118 na 3' Box Strand Spacing: Horizontal: 1.9685" Vertical: 1.9685" # of Strands: 24 CG from bottom at Midspan: 3.61" Strand Layout at Midspan – 4' Box Cross-Section – 4' Box Cross-Section – 4' Box Strand Spacing: Horizontal: 1.9685" Vertical: 1.9685" # of Strands: 20 CG from bottom at Midspan: 4.13" Strand Layout at Midspan -3' Interior Box Cross-Section – 3' Box Cross-Section – 3' Box Bridge 17042

369 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9191 0736 72'-6" 6.0 3'-1 11/16" 1'-7 ½" 15 60.0 20-0.5" Gr. 270 LR 5.5 4.0 4.0 2.0 na Box Beam 27"x36" Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 20 CG from bottom at 66.00": 3.33" CG from bottom at 114": 3.00" CG from bottom at Midspan: 2.80" @ 66.00" from left support @ 114" from left support Strand Layout at Midspan Cross-Section Bridge 9191

370 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 16799 0737 84'-0" 0.0 4'-0" 2'-1 ½" 5 90.0 38-0.5" Gr. 270 LR 5.0 4.0 3.3 2.0 na Strand Spacing: Horizontal: 2.0952" Vertical: 2" # of Strands: 38 CG from bottom at left support: 5.63" CG from bottom at Midspan: 5.05" Interior: Exterior: Strand Layout at Midspan Strand layout at Support to 13.25" Cross-Section Bridge 16799

371 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 14987 0738 73'-0" 6.0 3@4'-0¾", 1@4'-7¼" 2'-3" (L) 2'-6" (R) 5 99.7 34-0.5" Gr. 270 SR 5.0 4.0 3.3 2.0 8 na BIV-48 Strand Spacing: Horizontal: 2" Vertical: 2", 4" # of Strands: 34 CG from bottom at Midspan: 8.82" Strand Layout at Midspan Cross-Section Cross-Section Bridge 14987

372 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 12809 0739 82'-0" 6.0 3@4'-0 ½",1@ 3'-6 ½", 2@3'-0 ½", 1@3'-6 ½", 3@4'-0 ½" 2'-4 ¾" 11 90.0 28-0.5" Gr. 270 SR 5.0 4.0 3.0 2.0 na BII-36 36-0.5" Gr. 270 SR 2.0 na BII-48 Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 28 CG from bottom at 72": 3.33" CG from bottom at 120": 3.17" CG from bottom at Midspan: 3.14" Strand Layout at 72" from Left Support Strand Layout at 120" from Left Support Strand Layout at Midspan- BII-36 Cross-Section – BII-36 Strand Spacing: Horizontal: 2" Vertical: 2", 8" # of Strands: 36 CG from bottom at 72": 3.38" CG from bottom at 144": 3.33" CG from bottom at Midspan: 3.33" Strand Layout at 72" from Left Support Strand Layout at 144" from Left Support Strand Layout at Midspan - BII-48 Cross-Section – BII-48 Bridge 12809

373 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 12952 0741 79'-11 ½" 8.25 1@4'-0½", 10@3'-6½", 1@4'-0½" 2'-4" 13 59.8 42-0.5" Gr. 270 LR 6.0 4.8 3.0 2.0 2.0 na BIV-48 30-0.5" Gr. 270 LR 2.0 2.0 na BIV-36 Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 42 CG from bottom at Midspan: 9.24" Strand Layout at Midspan – BIV-48 Cross-Section – BIV-48 Cross-Section – BIV-48 Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 30 CG from bottom at Midspan: 8.67" Strand Layout at Midspan – BIV-36 Cross-Section – BIV-36 Cross-Section – BIV-36 Bridge 12952

374 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 17143 0742 70'-0" 6.0 1@4'-0", 2@3'-6", 1@4'-0" 2'-6" 5 90 30-0.5" Gr. 270 SR 5.0 4.0 3.0 2.0 7.0 na BIII-48 26-0.5" Gr. 270 SR 2.0 7.0 na BIII-36 Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 30 CG from bottom at Midspan: 9.07" Strand Layout at Midspan – 4' Box Cross-Section – BIII-48 Cross-Section – BIII-48 Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 26 CG from bottom at Midspan: 10.15" Strand Layout at Midspan Cross-Section – BIII-36 Cross-Section – BIII-36 Bridge 17143

375 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9181 0743 60'-4⅜" 5.875 3'-1⅝" 1'-7⅛" 15 90.0 21-0.5" Gr. 270 LR 6.5 5.0 4.0 1.9685 na MDOT 535x915 Strand Spacing: Horizontal: 2" Vertical: 2.0079" # of Strands: 21 CG from bottom at 36.02": 3.31" CG from bottom at 72.05": 2.97" CG from bottom at Midspan: 2.73" @ 36.02" from left support @ 72.05" from left support Strand Layout at Midspan Cross-Section Bridge 9181

376 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9071 0745 83'-7⅝" 5.875 3'-1⅜" 1'-6⅛" 15 120.0 16-0.6" Gr. 270 LR 5.0 3.5 4.0 2.0 na MDOT 840x915 Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 16 CG from bottom at 157.5": 2.00" CG from bottom at 248": 2.00" CG from bottom at Midspan: 2.25" @ 157.5" from left support @ 248.0" from left support Strand Layout at Midspan Cross-Section Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 16 CG from bottom at 157.5": 2.00" CG from bottom at 248": 2.25" CG from bottom at Midspan: 2.25" @ 157.5" from left support @ 248.0" from left support Strand Layout at Midspan Cross-Section Bridge 9071

377 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9167 0746 75'-6¾" 5.875 4'-1½" 2'-1⅝" 12 120.0 22-0.6" Gr. 270 LR 5.0 4.0 4.0 1.9685 na MDOT 685x1220 Strand Spacing: Horizontal: 1.9685" Vertical: 2.0079" # of Strands: 22 CG from bottom at 63.0": 3.10" CG from bottom at 118.125": 3.20" CG from bottom at 185.04": 3.07" CG from bottom at Midspan: 2.97" @ 63.0" from left support @ 118.11" from left support @ 185.04" from left support Strand Layout at Midspan Cross-Section - Interior Strand Spacing: Horizontal: 1.9685" Vertical: 2.0079" # of Strands: 22 CG from bottom at 63.0": 3.10" CG from bottom at 118.11": 3.20" CG from bottom at 185.04": 3.07" CG from bottom at Midspan: 2.97" @ 63.0" from left support @ 118.11" from left support @ 185.04" from left support Strand Layout at Midspan Cross-Section - Exterior Bridge 9167

378 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 17008 0747 82'-6⅛" 6.25 4'-0" 2'-6" 8 115.0 38-0.5" Gr. 270 SR 7.0 5.6 3.0 1.9685 na AASHTO BII- 1220 Strand Spacing: Horizontal: 1.9685" Vertical: 1.9685" # of Strands: 38 CG from bottom at Midspan: 6.11" Strand Layout at Midspan Cross-Section Cross-Section Bridge 17008 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 5125 0748 66'-0" 5.5 1@3'-6", 7@4'- 0",1@3'-6", 2@3'-0", 1@3'-6", 7@4'-0", 1@3'-6" 1'-6" 22 108.0 24-0.5" Gr. 270 LR 6.0 4.5 4.0 2.0 3.0 na 36"x33" Box Girder 26-0.5" Gr. 270 LR 2.0 3.0 48"x33" Box Girder Strand Spacing: Horizontal: 1" Vertical: 2" # of Strands: 24 CG from bottom at Midspan: 4.92" Strand Layout at Midspan Cross-Section Cross-Section – 36"x33" Box Girder Strand Spacing: Horizontal: 1" Vertical: 2" # of Strands: 26 CG from bottom at Midspan: 4.77" Strand Layout at Midspan Cross-Section Cross-Section – 48"x33" Box Girder Bridge 5125

379 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 13118 0749 69'-2¾" 5.875 1@3'-7 3/16", 2@3'-1 3/16", 1@3'-7 ¼", 2@4'1 3/16", 1@3'-7 ¼", 2@3'-1 3/16", 1@3'-7 3/16" 2'-3 15/16" 11 60.0 18-0.6" Gr. 270 LR 10.2 8.0 3.0 1.9685 4.9213 na AASHTO BI-915 19-0.6" Gr. 270 LR 1.9685 4.9213 na AASHTO BI- 1220 Strand Spacing: Horizontal: 1.9685" Vertical: 1.9685" # of Strands: 18 CG from bottom at Midspan: 4.42" Strand Layout at Midspan Cross-Section Cross-Section – AASHTO BI-915 Strand Spacing: Horizontal: 1.9685" Vertical: 1.9685" # of Strands: 19 CG from bottom at Midspan: 4.08" Strand Layout at Midspan Cross-Section Cross-Section – AASHTO BI-1220 Bridge 13118 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 5911 0750 59'-5" 5.5 3'-0" 1'-6" 50 125 14-0.5" Gr. 270 LR 5.0 4.0 4.0 1.75 na 27x36 Box Strand Spacing: Horizontal: 1.375" Vertical: 1.5" # of Strands: 14 CG from bottom at Midspan: 2.39" Strand Layout at Midspan Cross-Section Cross-Section – 27x36 Box Bridge 5911

380 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 3805 0751 59'-0½" 0.0 3'-0" 1'-6" 14 90.0 15-0.5" Gr. 270 LR 5.0 4.0 3.5 1.75 na 27"x36" IDOT Beam Strand Spacing: Horizontal: 1.375", 3" Vertical: 1.5", 1.25", 3" # of Strands: 15 CG from bottom at Midspan: 3.12" Strand Layout at Midspan Cross-Section Cross-Section – 27"x36" IDOT Beam Bridge 3805 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 3819 0752 74'-10½" 0.0 3'-0" 1'-6" 11 128.8 18-0.5" Gr. 270 LR 5.0 4.0 3.5 1.75 na 33"x36" Box Beam Strand Spacing: Horizontal: 1.375", 3" Vertical: 1.5", 2.75", 3" # of Strands: 18 CG from bottom at Midspan: 3.72" Strand Layout at Midspan Cross-Section Cross-Section Bridge 3819

381 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9240 0763 97'-11" 6.0 3'-1 ½" 1'-6" 25 90.0 28-0.5" Gr. 270 LR 5.5 3.6 4.0 2.0 na 33"x36" MDOT Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 28 CG from bottom at Left Support to 132": 3.75" CG from bottom at 252": 3.82" CG from bottom at 312": 3.54" CG from bottom at Midspan: 3.43" @ left support to 132" from left support @ 252" from left support @ 312" from left support Strand Layout at Midspan Cross-Section Bridge 9240

382 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9103 0764 111'-2⅝" 5.875 4'-1⅝" 2'-1 ½" 16 100.8 25-0.6" Gr. 270 LR 5.0 3.5 4.0 2.0 na MDOT 1220x1220 Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 25 CG from bottom at left support: 2.78" CG from bottom at Midspan: 3.04" Strand Layout at Midspan Strand layout at Support to 157.48" Cross-Section - Interior Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 25 CG from bottom at left support: 2.78" CG from bottom at Midspan: 3.04" Strand Layout at Midspan Strand layout at Support to 157.5" Cross-Section - Exterior Bridge 9103

383 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9228 0765 110'-5¼" 5.875 4'-2 13/16" 2'-1 ½" 11 72.2 24-0.6" Gr. 270 LR 6.1 4.6 4.0 1.9685 na MDOT 1220x1220 Strand Spacing: Horizontal: 2.0079" Vertical: 1.9685" # of Strands: 24 CG from bottom at left support: 2.33" CG from bottom at Midspan: 2.30" Strand Layout at Midspan Strand layout at Support to 19.685" Cross-Section Bridge 9228 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 14070 0766 115'-0" 0.0 3'-1 3/16" 1'-6" 11 60.0 42-0.5" Gr. 270 LR 7.5 5.5 2.0 4.5 na 36"x45" Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 42 CG from bottom at 36": 8.03" CG from bottom at 72": 7.50" CG from bottom at Midspan: 7.07" @ 36" from left support @ 72" from left support Strand Layout at Midspan Cross-Section Bridge 14070

384 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 16538 0767 101'-8½" 5.875 4'-0¾" 2'-4" 9 90.0 38-0.5" Gr. 270 LR 7.25 5.1 3.0 1.9685 na AASHTO BIV-48 mod Strand Spacing: Horizontal: 1.9685" Vertical: 1.9685" # of Strands: 38 CG from bottom at Midspan: 2.90" Strand Layout at Midspan Cross-Section Cross-Section Bridge 16538 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9310 0774 51'-11⅝" 9.0 5'-11⅝" 2'-2¼" 12 90.0 20-0.6" Gr. 270 LR 6.0 5.5 4.0 2.0 na 21x36 Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 20 CG from bottom at 118.1": 3.71" CG from bottom at 196.85": 3.33" CG from bottom at Midspan: 3.40" @ 118.1" from left support @ 196.85" from left support Strand Layout at Midspan Cross-Section Spread Precast Box Girders Bridge 9310

385 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9384 0622 44'-1½" 9.0 6'-7¼" 3'-3⅜" 10 89.4 14-0.6" Gr. 270 LR 6.1 4.6 4.0 2 na 21x36 Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 14 CG from bottom at 59.0": 3.50" CG from bottom at 86.6": 3.00" CG from bottom at Midspan: 2.86" @ 59.0" from left support @86.6" from left support Strand Layout at Midspan Cross-Section Bridge 9384 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9380 0629 32'-1" 9.0 9'-1 3/16" 2'-6' 10 85.6 12-0.5" Gr. 270 LR 5.0 3.0 4.0 2.0 na 21x36 Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 12 CG from bottom at left support: 2.00" CG from bottom at Midspan: 2.00" Strand Layout at Midspan Strand layout at Support to 36.0" Cross-Section Bridge 9380

386 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 17338 0675 49'-0" 8.5 8'-0" 4'-0" 4 135 18-0.5" Gr. 270 SR 5.0 4.0 3.0 2.0 na AASHTO BII-48 Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 18 CG from bottom at Midspan: 2.00" Strand Layout at Midspan Cross-Section Cross-Section Bridge 17338 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9282 0679 36'-3⅝" 9.0 7'-10" 3'-0" (L), 4'-0" (R) 12 67.3 16-0.5" Gr. 270 LR 5.0 4.0 4.0 2 na 17"x36" Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 16 CG from bottom at left support to 120": 2.33" CG from bottom at Midspan: 2.50" Strand Layout at Midspan Strand layout at Support to 120.0" Cross-Section Bridge 9282

387 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9192 0686 38'-8" 9.0 3@6'-6 11/16" 5@9'-10" 3'-9 ½" 9 80 18-0.5" Gr. 270 LR 5.5 4.4 4.0 2.0 na 21"x36" Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 18 CG from bottom at Support to 24": 3.00" CG from bottom at Midspan: 2.89" Strand Layout at Midspan Strand Layout at Support to 24" Cross-Section – 21"x36" Box Beam Bridge 9192 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9286 0695 50'-8" 9.0 8'-0 ½" 3'-2⅛" 6 90 20-0.6" Gr. 270 LR 6.0 5.0 4.0 2.0 2.5 na 27"x36" Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 20 CG from bottom at 0.5" from LS: 3.43" CG from bottom at 48" from LS: 6.06" CG from bottom at 140" from LS: 5.61" CG from bottom at Midspan: 7.50" @ 0.5" from left support @ 48" from left support @ 140.0" from left support Strand Layout at Midspan Cross-Section Bridge 9286

388 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9368 0707 71'-3" 9.0 7'-4 ½" 2'-11½" 5 97.4 30-0.5" Gr. 270 LR 6.3 4.9 4.0 2.0 na 33"x36" Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 30 CG from bottom at 63" from LS: 3.75" CG from bottom at 102" from LS: 3.64" CG from bottom at 147" from LS: 3.38" CG from bottom at Midspan: 3.20" @ 63" from left support @ 102" from left support @ 147.0" from left support Strand Layout at Midspan Cross-Section Bridge 9368 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9328 0740 57'-3¼" 9.0 6'-11" 3'-3⅜" 6 90.0 26-0.5" Gr. 270 LR 6.5 5.3 4.0 2 na 27x36 Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 26 CG from bottom at 36.0": 3.20" CG from bottom at 114.0": 3.33" CG from bottom at Midspan: 3.38" @ 36.0" from left support @ 114.0" from left support Strand Layout at Midspan Cross-Section Bridge 9328

389 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9376 0744 53'-4¼" 9.0 7'-4⅝" 3'-5 5/16" 12 90.0 15-0.6" Gr. 270 LR 7.0 6.2 4.0 2 na 27x36 Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 15 CG from bottom at 72.0": 3.78" CG from bottom at 108.0": 3.45" CG from bottom at Midspan: 3.07" @ 72.0" from left support @ 108.0" from left support Strand Layout at Midspan Cross-Section Bridge 9376 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 3577 0222003 38'-7" 7.5 6'-8⅜" 4'-0 7/16" 4 101.3 27-0.4375" Gr. 248 SR 5.0 4.0 3.5 1.75 na 27"x36" IDOT Beam Strand Spacing: Horizontal: 1.375", 3" Vertical: 1.5", 1.25", 3" # of Strands: 27 CG from bottom at Midspan: 3.94" Strand Layout at Midspan Cross-Section Cross-Section Bridge 3577

390 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 3754 0980015 53'-7¼" 7.0 1@6'-6", 7@6' 2 9/16", 2@6'-0" 1'-6" 11 151.7 30 (or 28) -0.4375" Gr. 248 SR 5.0 4.0 3.5 1.75 na 33x36 IDOT Beam Strand Spacing: Horizontal: 1.375", 3" Vertical: 1.5", 2.75", 3" All girders except far left and two far right: # of Strands: 30 CG from bottom at Midspan: 4.50" Far left and two far right girders: # of Strands: 28 CG from bottom at Midspan: 4.95" Strand Layout at Midspan Cross-Section Bridge 3754 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 8875 A8029 38'-0" 8.5 11'-3" 3'-1½" 12 96.4 23-0.5" Gr. 270 LR 8.0 5.0 4.0 1.75 na 27x48 Box Beam Strand Spacing: Horizontal: 2.75" Vertical: 1.5", 2.75", 3" # of Strands: 23 CG from bottom at Midspan: 2.34" Strand Layout at Midspan Cross-Section Cross-Section Bridge 8875

391 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 12870 2219470 77'-6" 8.5 6'-6" 2'-0" 5 105.0 30-0.5" Gr. 270 SR 6.0 4.8 3.0 2.0 na 36x48 Box Beam Strand Spacing: Horizontal: 1" Vertical: 2" # of Strands: 30 CG from bottom at 120.0": 4.20" CG from bottom at 144.0": 3.85" CG from bottom at Midspan: 4.00" @ 120.0" from left support @ 144.0" from left support Strand Layout at Midspan Cross-Section Bridge 12870 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 14969 1023430 78'-8⅞" 9.4375 7'-10⅝" 4'-5 5/16" (L), 4'-11 3/16" (R) 7 90.0 48-0.5" Gr. 270 LR 6.5 4.5 3.0 1.9685 na AASHTO BIV- 48 Strand Spacing: Horizontal: 1.9685" Vertical: 1.9685" # of Strands: 48 CG from bottom at 98.4" from LS: 6.69" CG from bottom at 141.75" from LS: 6.30" CG from bottom at 216.5" from LS: 5.73" CG from bottom at Midspan: 5.58" @ 98.4" from left support @ 141.75" from left support @ 216.5" from left support Strand Layout at Midspan Cross-Section Bridge 14969

392 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 16293 BID_2751 57'-3¼" 9.4375 8'-10 5/16" 4'-1⅝" 7 96.0 26-0.6" Gr. 270 LR 10.2 7.1 3.0 2.2441 4.252 na 1220x1220 Box Beam Strand Spacing: Horizontal: 1.9685" Vertical: 2" # of Strands: 26 CG from bottom at Midspan: 8.48" Strand Layout at Midspan Cross-Section Cross-Section Bridge 16293 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 16366 2223270 60'-4⅝" 9.4375 6'-7" 4'-0 1/16" 6 102.4 38-0.5" Gr. 270 LR 7.5 6.0 3.0 1.9685 na Based on AASHTO BI- 48 Strand Spacing: Horizontal: 1.9685" Vertical: 1.9685", 3.937", 1.9685", 5.9055", 1.9685" # of Strands: 38 CG from bottom at Midspan: 5.39" Strand Layout at Midspan Cross-Section Cross-Section Bridge 16366

393 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 17240 3300870 51'-6" 8.5 8'-0" 4 '-0" 4 90.0 24 (or 26)-0.5" Gr. 270 SR 6.0 4.8 3.0 2.0 na AASHTO BII- 48 Strand Spacing: Horizontal: 2.0" Vertical: 2.0" Interior: # of Strands: 24 CG from bottom at Midspan: 3.67" Exterior: # of Strands: 26 CG from bottom at Midspan: 3.23" Strand Layout at Midspan – Interior Girder Strand Layout at Midspan – Exterior Girder Cross-Section Bridge 17240

394 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9090 13113081000S053 66'-0½" 9.0 7'-1" 3'-5" 9 68.6 20-0.6" Gr. 270 LR 5.3 5.3 4.0 2.0 na MDOT 33" Box Beam (Int) 5.6 5.6 MDOT 33" Box Beam (Ext) Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 20 Interior: CG from bottom at 60.0" from LS: 3.14" CG from bottom at 84.0" from LS: 3.25" CG from bottom at 174.0" from LS: 3.11" CG from bottom at Midspan: 3.00" Exterior: CG from bottom at 54.0" from LS: 3.14" CG from bottom at 78.0" from LS: 3.25" CG from bottom at 114.0" from LS: 3.11" CG from bottom at Midspan: 3.00" @ 60.0" from left support @ 84.0" from left support @ 174.0" from left support Strand Layout at Midspan Cross-Section Bridge 9090

395 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9091 13113081000S054 66'-2½" 9.0 7'-1" 3'-5" 9 68.3 20-0.6" Gr. 270 LR 5.3 5.3 4.0 2.0 na MDOT 33" Box Beam (Int.) 5.5 5.5 MDOT 33" Box Beam (Ext.) Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 20 Interior: CG from bottom at 60.0" from LS: 3.14" CG from bottom at 84.0" from LS: 3.25" CG from bottom at 174.0" from LS: 3.11" CG from bottom at Midspan: 3.00" Exterior: CG from bottom at 54.0" from LS: 3.14" CG from bottom at 78.0" from LS: 3.25" CG from bottom at 132.0" from LS: 3.11" CG from bottom at Midspan: 3.00" @ 60.0" from left support @ 84.0" from left support @ 174.0" from left support Strand Layout at Midspan Cross-Section Bridge 9091

396 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9128 29129011000S140 33'-8⅜" 9.0625 7'-5⅞" 3 '-1¼" 8 90.0 4-0.6" Gr. 270 LR 6.0 4.5 4.0 2.28 na 1525 Box Beam Strand Spacing: Horizontal: 2.402" Vertical: 2.402" # of Strands: 4 CG from bottom at Midspan: 2.28" Strand Layout at Midspan Cross-Section Cross-Section Bridge 9128

397 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9217 45145071000B010 42'-3½" 9.25 3@6'-2 ½", 7@5'-8⅛" 3'-3" 11 90.0 16-0.6" Gr. 270 LR 5.8 5.3 4.0 2.0 2.5 na 17" Box Beam (A) 5.6 5.2 17" Box Beam (B and C) 5.2 5.1 17" Box Beam (D) 5.0 4.9 17" Box Beam (E thru K) 5.9 5.3 17" Box Beam (L) Strand Spacing: Horizontal: 2" Vertical: 2" Beams: (A) is far left girder, (L) is far right girder # of Strands: 16 Girders: A and L CG from bottom at Midspan: 4.06" Girders: B, C, D CG from bottom at Support to 54": 4.36" CG from bottom at Midspan: 4.06" Girders: E thru K CG from bottom at Support to 96": 4.36" CG from bottom at Midspan: 4.06" Strand Layout at Midspan (All girders) Strand Layout at Support to 96" (E thru K), 54" (B thru D) Cross-Section Bridge 9217

398 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9219 16116032000B03 0 53'-2" 9.0 5'-3" 2'-7½" 9 90.0 16-0.6" Gr. 270 LR 5.7 5.6 4.0 2.0 na MDOT 21" Box Beam Strand Spacing: Horizontal: 1" Vertical: 2" # of Strands: 16 CG from bottom at Support to 72": 2.57" CG from bottom at Midspan: 2.50" Strand Layout at Midspan Strand Layout at Support to 72" Cross-Section Bridge 9219 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9243 82182041000S020 73'-4" 9.0 6'-2" 2'-3¾" 13 90.0 21-0.6" Gr. 270 LR 7.0 6.0 4.0 2.0 na 33"x36" Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 21 CG from bottom at 24.0": 2.75" CG from bottom at 48.0": 2.67" CG from bottom at Midspan: 2.57" @ 24.0" from left support @ 48.0" from left support Strand Layout at Midspan Cross-Section Bridge 9243

399 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9248 02102041000B020 37'-9" 9.0 8'-0" 3'-2½" 6 90.0 18-0.6" Gr. 270 LR 6.0 5.0 4.0 2.0 3.0 na 21" Box Beam Strand Spacing: Horizontal: 2.0", Vertical: 2.0", 10.0" # of Strands: 18 CG from bottom at Midspan: 6.33" Strand Layout at Midspan Cross-Section Cross-Section Bridge 9248 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9284 33133082000B030 31'-6¾" 9.0625 6'-7⅞" 2'-5½" 10 90.0 9-0.6" Gr. 270 LR 5.0 3.0 4.0 2.0 na 17"x36" Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 9 CG from bottom at Support to 78.74": 2.57" CG from bottom at Midspan: 2.44" Strand Layout at Midspan Strand Layout at Support to 78.74" Cross-Section Bridge 9284

400 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9289 45145012000B010 63'-7⅝" 9.0625 6'-4" 3'-1 3/16" 7 45.0 22-0.6" Gr. 270 LR 5.0 4.0 4.0 2.0 3.0 na 27"x36" Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 22 CG from bottom at 62.99": 2.33" CG from bottom at 86.61": 2.29" CG from bottom at 141.73": 2.50" CG from bottom at 173.91": 3.11" CG from bottom at Midspan: 6.90" @ 62.99" from left support @ 86.61" from left support @ 141.73" from left support @ 173.91" from left support Strand Layout at Midspan Cross-Section Bridge 9289 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9324 14114041000B010 42'-4" 9.0 10'-6" 2'-7½" 5 90.0 20-0.5" Gr. 270 LR 5.5 4.4 4.0 2.0 na 27"x36" Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 20 CG from bottom at Support to 66.0": 3.50" CG from bottom at Midspan: 3.40" Strand Layout at Midspan Strand Layout at Support to 66.0" Cross-Section Bridge 9324

401 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9349 72172041000B010 48'-8" 9.0 7'-0" 3'-6" 6 90.0 22-0.5" Gr. 270 LR 6.0 4.9 4.0 2.0 na 21"x36" Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 22 CG from bottom at Support to 66.0": 3.33" CG from bottom at Midspan: 3.45" Strand Layout at Midspan Strand Layout at Support to 66.0" Cross-Section Bridge 9349 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9355 38138111000R021 75'-2⅜" 9.0625 7'-11" 3'-6" 6 109.6 26-0.6" Gr. 270 LR 7.0 6.2 4.0 2.0 2.75 na 39"x36" Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 26 CG from bottom at Support to 225.60": 2.73" CG from bottom at Midspan: 7.88" Strand Layout at Midspan Strand Layout at Support to 225.60" Cross-Section Bridge 9355

402 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9356 38138111000R022 75'-2⅜" 9.062 5 7'-11" 3'-6" 6 109.6 26-0.6" Gr. 270 LR 7.0 6.2 4.0 2.0 2.75 na 39"x36" Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 26 CG from bottom at Support to 213.04": 2.73" CG from bottom at Midspan: 7.88" Strand Layout at Midspan Strand Layout at Support to 213.04" Cross-Section Bridge 9356

403 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9361 47147065000R033 65'-9½" 9.0 6'-0" 2'-7½" 11 137.2 30-0.5" Gr. 270 LR 6.5 5.5 4.0 2.0 na 27"x36" Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 30 CG from bottom at 18.0" from LS: 3.82" CG from bottom at 79.2" from LS: 3.54" CG from bottom at 150.0" from LS: 3.43" CG from bottom at Midspan: 3.47" @ 18.0" from left support @ 79.2" from left support @ 150.0" from left support Strand Layout at Midspan Cross-Section Bridge 9361 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9369 11111015000R033 51'-3⅞" 9.0 6'-6" 3'-4½" 10 115.7 14-0.6" Gr. 270 LR 5.4 4.5 4.0 2.0 na 27"x36" Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 14 CG from bottom at Support to 48.0": 3.67" CG from bottom at Midspan: 3.43" Strand Layout at Midspan Strand Layout at Support to 48.0" Cross-Section Bridge 9369

404 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9370 11111015000R034 51'-3⅞" 9.0 6'-5" 3'-4" 12 115.7 14-0.6" Gr. 270 LR 5.2 4.4 4.0 2.0 na 27"x36" Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 14 CG from bottom at Support to 54.0": 3.67" CG from bottom at Midspan: 3.43" Strand Layout at Midspan Strand Layout at Support to 54.0" Cross-Section Bridge 9370 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9383 71171073000B010 46'-9⅞" 9.0 10'-7" 2'-6" 5 45.0 16-0.6" Gr. 270 LR 6.0 5.0 4.0 2.0 na 27"x36" Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 16 CG from bottom at 24.0": 2.33" CG from bottom at 72.0": 2.29" CG from bottom at Midspan: 2.25" @ 24.0" from left support @ 72.0" from left support Strand Layout at Midspan Cross-Section Bridge 9383

405 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 9394 25125031000S010 66'-10⅞" 9.0 7'-6" 4'-1½" 11 59.8 34-0.5" Gr. 270 LR 6.0 5.0 4.0 2 na 27"x48" Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 34 CG from bottom at 54.0": 2.75" CG from bottom at 96.0": 3.00" CG from bottom at Midspan: 3.12" @ 54.0" from left support @ 96.0" from left support Strand Layout at Midspan Cross-Section Bridge 9394 Bridge # Virtis BID # Span Length (ft) tslab (in.) Girder Spacing (ft) Overhang Width (ft) # of Girders Skew (deg) Materials Dist. to Extreme Strands (in.) Harp Point (ft) Beam Section P/S Tendons fc' (ksi) fc'I (ksi) fc'deck (ksi) Bottom Top 1150 550A0490001 70'-7" 8.25 8'-6" 3'-8" 3 118.0 39-0.5" Gr. 270 LR 6.5 6.0 3.0 2.0 na 33"x36" Box Beam Strand Spacing: Horizontal: 2" Vertical: 2" # of Strands: 39 CG from bottom at 36.0" from LS: 3.87" CG from bottom at 72.0" from LS: 3.88" CG from bottom at 108.0" from LS: 3.68" CG from bottom at Midspan: 3.59" @ 36.0" from left support @ 72.0" from left support @ 108.0" from left support Strand Layout at Midspan Cross-Section Bridge 1150

406F.6 Steel Girder database This section includes descriptions of the steel bridges selected from the NCHRP Project 12-78 database and used for various studies reported here ( Mlynarski et al. 2011). Other bridges could be substituted. Bridge # Span Length (ft) tslab (in.) Girder Spacing (ft) # of Girders Overhang Width (ft) Skew (deg) Materials Cross-Frame Spacing (ft) Girder Descriptionfyw (ksi) fyf (ksi) f′c deck (ksi) 0032 31.00 6.75 7.21 6 1.06 125.0 33 33 3.0 Fascia 1 @ 19.00 1 @ 12.00 Interior 1 @ 13.95 1 @ 5.05 1 @ 12.00 Rolled Beam W27X91 0053 38.00 5.50 4.75 8 0.63 90.0 30 30 2.5 None Rolled Beam Fascia B28, 28X10X85 Interior CB213, 21X13X112 0058 25.80 11.00 1 @ 8.25 4 @ 8.00 1 @ 8.25 1 @ 2.68 1 @ 7.71 9 0.56 at G1 0.58 at G9 60.0 33 33 3.3 None Rolled Beam W21X83 0075 32.00 10.00 3.91 11 0.03 66.0 30 30 2.5 None Rolled Beam S20X75F 0076 40.09 7.00 6.00 4 1.67 115.0 30 30 2.5 G1 1 @ 16.69 1 @ 16.00 1 @ 7.40 G2 1 @ 13.90 1 @ 16.00 1 @ 10.19 Rolled Beam G1 24WF74 G2 24WF80 0078 51.92 8.00 4.13 7 0.83 at G1 1.08 at G7 80.0 33 33 2.5 None Rolled Beam CB30X180 0146 34.67 7.25 8.75 7 2.08 102.0 33 33 3.3 2 @ 17.33 Rolled Beam 33WF(B33), 33X11.5X130 (continued on next page)

407 (continued) Bridge # Span Length (ft) tslab (in.) Girder Spacing (ft) # of Girders Overhang Width (ft) Skew (deg) Materials Cross-Frame Spacing (ft) Girder Descriptionfyw (ksi) fyf (ksi) f′c deck (ksi) 0151 39.79 7.00 6 4 3.33 130.0 36 36 4.0 G1 1 @ 22.41 1 @ 17.38 G2 1 @ 17.38 1 @ 5.03 1 @ 17.38 Rolled Beam G1 W24X68 G2 W24X76 0179 47.50 9.50 9.75 5 1.27 75.0 36 36 3.0 G1 1 @ 23.50 1 @ 24.00 G2 1 @ 23.50 1 @ 2.61 1 @ 21.39 Rolled Beam 0 ft. to 6.89 ft. W30X99 W30X99 6.89 ft. to 8 1/2X9/16 Bott 23.75 ft. Cover PI (Symm.) 0199 43.50 5.88 1 @ 1.60 10 @ 2.00 1 @ 1.60 13 0.37 90.0 36 36 3.0 2 @ 21.75 Rolled Beam W24X94 0208 48.75 8.50 5.00 7 2.00 at G1 1.25 at G7 90.0 30 30 3.3 2 @ 24.38 Rolled Beam W28X145 0224 38.60 1.31 1 @ 1.58 10 @ 2.00 1 @ 1.58 13 0.34 90.0 36 36 2.4 2 @ 19.30 Rolled Beam W21X63 0256 79.45 6.50 8.00 4 4.00 45.0 33 33 3.0 G1 1 @ 9.87 2 @ 19.75 1 @ 13.17 1 @ 16.91 G2 1 @ 16.46 2 @ 19.75 1 @ 13.17 1 @ 10.32 G3 1 @ 9.87 1 @ 13.17 2 @ 19.75 1 @ 16.91 G4 1 @ 16.46 1 @ 13.17 2 @ 19.75 1 @ 10.32 Built-up I-Shape 0 ft. to 10.22 ft. L4X7X3/4 Top and Bott Angles 47X3/8 Web 10.22 ft. to L4X7X3/4 Top and 20.22 ft. Bott Angles 16X1/2 Top and Bott Cover Pls 47X3/8 Web 20.22 ft. to L4X7X3/4 Top and 39.72 ft. Bott Angles (Symm.) 16X15/16 Top and Bott Cover Pls 47X3/8 Web (continued on next page)

408(continued) Bridge # Span Length (ft) tslab (in.) Girder Spacing (ft) # of Girders Overhang Width (ft) Skew (deg) Materials Cross-Frame Spacing (ft) Girder Descriptionfyw (ksi) fyf (ksi) f′c deck (ksi) 0260 85.00 8.50 9.50 4 3.75 at G1 3.92 at G4 40.0 50 50 3.3 G1 1 @ 2.35 2 @ 23.17 1 @ 19.33 1 @ 16.98 G2 1 @ 13.68 2 @ 23.17 1 @ 19.33 1 @ 5.65 G3 1 @ 5.65 1 @ 19.34 2 @ 23.17 1 @ 13.67 G4 1 @ 16.98 1 @ 19.33 2 @ 23.17 1 @ 2.35 Welded I-Shape 0 ft. to 25.00 ft. 13X5/8 Top Flg 17X3/4 Bott Flg 52X1/2 Web 25 ft. to 42.50 ft. 13X5/8 Top Flg (Symm.) 17X1 Bott Flg 52X1/2 Web 0267 63.00 6.00 3.50 11 1.38 52.9 36 36 3.0 G1 4 @ 15.75 G2 2 @ 15.75 1 @ 13.00 1 @ 2.75 1 @ 13.00 1 @ 2.75 1 @ 13.00 G10 1 @ 15.75 1 @ 2.75 1 @ 13.00 1 @ 2.75 1 @ 13.00 1 @ 2.75 1 @ 13.00 G11 1 @ 18.50 2 @ 15.75 1 @ 13.00 Welded I-Shape G1/G2/G10/G11 15x1 1/8 Top Flg 15X1 1/8 Bott Flg 19 3/4X5/8 Web (continued on next page)

409 (continued) Bridge # Span Length (ft) tslab (in.) Girder Spacing (ft) # of Girders Overhang Width (ft) Skew (deg) Materials Cross-Frame Spacing (ft) Girder Descriptionfyw (ksi) fyf (ksi) f′c deck (ksi) 0268 82.00 7.25 8.52 7 1.60 65.9 36 36 3.3 G1 1 @ 2.54 3 @ 18.00 1 @ 25.46 G2 1 @ 6.36 3 @ 18.00 1 @ 21.64 G3 1 @ 10.18 3 @ 18.00 1 @ 17.82 G4 1 @ 14.00 3 @ 18.00 1 @ 14.00 G5 1 @ 17.81 3 @ 18.00 1 @ 10.19 G6 1 @ 21.63 3 @ 18.00 1 @ 6.37 G7 1 @ 25.44 3 @ 18.00 1 @ 2.56 Welded I-Shape G1/G7 0 ft. to 20.00 ft. 12X3/4 Top Flg 14X3/4 Bott Flg 54X3/8 Web 20.00 ft. to 12X3/4 Top Flg 41.00 ft. 14X1 1/4 Bott Flg (Symm.) 54X3/8 Web G2/G3/G4/G5/G6 0 ft. to 16.00 ft. 12X3/4 Top Flg 14X3/4 Bott Flg 54X3/8 Web 16.00 ft. to 12X3/4 Top Flg 41.00 ft. 14X1 1/2 Bott Flg (Symm.) 54X3/8 Web 0272 75.00 8.50 9.00 5 3.00 125.0 50 50 3.0 G1 1 @ 15.00 1 @ 12.60 2 @ 22.50 1 @ 2.40 G2 1 @ 8.75 1 @ 12.55 2 @ 22.50 1 @ 8.70 Welded I-Shape 0 ft. to 16.00 ft. 12X1/2 Top Flg 16X3/4 Bott Flg 38X7/16 Web 16.00 ft. to 12X1/2 Top Flg 26.50 ft. 16X1 1/4 Bott Flg 38X7/16 Web 26.50 ft. to 12X5/8 Top Flg 37.50 ft. 16X1 1/4 Bott Flg (Symm.) 38X7/16 Web (continued on next page)

410(continued) Bridge # Span Length (ft) tslab (in.) Girder Spacing (ft) # of Girders Overhang Width (ft) Skew (deg) Materials Cross-Frame Spacing (ft) Girder Descriptionfyw (ksi) fyf (ksi) f′c deck (ksi) 0273 68.00 8.75 10.33 4 3.83 60.0 36 36 (Top) 50 (Bott) 4.5 Fascia 1 @ 19.04 1 @ 23.96 1 @ 25.00 Interior 1 @ 19.04 1 @ 5.97 1 @ 18.00 1 @ 5.97 1 @ 19.03 Welded I-Shape 12X3/4 Top Flg 15X1 1/4 Bott Flg 42X3/8 Web 0277 80.00 8.50 10.50 4 2.08 at G12.11 at G4 90.0 50 50 3.0 G1 11 @ 6.67 1 @ 6.63 G2 2 @ 6.67 1 @ 6.66 1 @ 0.01 2 @ 6.67 1 @ 6.66 1 @ 0.02 2 @ 6.67 1 @ 6.64 1 @ 0.03 2 @ 6.67 1 @ 6.62 G3/G4 4 @ 20.00 Welded I-Shape 0 ft. to 14.50 ft. 10X1/2 Top Flg 14X3/4 Bott Flg 50X3/8 Web 14.50 ft. to 10X1/2 Top Flg 21.50 ft. 14X1 1/2 Bott Flg 50X3/8 Web 21.50 ft. to 10X7/8 Top Flg 40.00 ft. 14X1 1/2 Bott Flg (Symm.) 50X3/8 Web 0283 58.48 6.00 6.00 4 2.17 65.0 33 33 3.0 G1 1 @ 13.26 2 @ 14.58 1 @ 16.06 G2 1 @ 13.26 1 @ 2.80 1 @ 11.78 1 @ 2.80 1 @ 11.78 1 @ 2.80 1 @ 13.26 Rolled Beam G1/G2 30WF108 0304 55.67 7.00 7.92 5 2.33 58.0 33 33 3.5 1 @ 13.56 1 @ 4.95 1 @ 13.68 1 @ 4.95 1 @ 18.53 Rolled Beam 36WF(CB362), 36X16.5X230 (continued on next page)

411 (continued) Bridge # Span Length (ft) tslab (in.) Girder Spacing (ft) # of Girders Overhang Width (ft) Skew (deg) Materials Cross-Frame Spacing (ft) Girder Descriptionfyw (ksi) fyf (ksi) f′c deck (ksi) 0314 84.00 8.50 7.75 9 3.08 at G1 2.42 at G9 90.0 32 (G1– G5)36 (G6–G9) 32 (G1– G5)36(G6– G9) 4.0 1 @ 16.76 3 @ 16.83 1 @ 16.75 Rolled Beam G1/G5 0 ft. to 13.00 ft. 36WF(B36a), 36X16.5X300 13.00 ft. to 36WF(B36a), 41.00 ft. 36X16.5X300 (Symm.) 15X1 1/2 Bott Cover Pl G2/G3/G4 0 ft. to 13.00 ft. 36WF(CB362), 36X16.5X230 13.00 ft. to 36WF(CB362), 41.00 ft. 36X16.5X230 (Symm.) 15X1 1/4 Bott Cover Pl G6/G7/G8/G9 36WF(CB362), 36X16.5X230 14 1/2X1 1/8 Bott Cover Pl 0317 84.31 7.50 4.60 6 2.34 at G1 2.16 at G6 133.5 33 33 3.0 G1 3 @ 21.08 1 @ 21.07 G3 1 @ 16.72 1 @ 4.36 1 @ 16.72 1 @ 4.36 1 @ 16.72 1 @ 4.36 1 @ 21.07 G6 1 @ 16.72 2 @ 21.08 1 @ 25.43 Rolled Beam G1/G3/G6 0 ft. to 15.53 ft. W36X182 15.53 ft. to W36X182 42.18 ft. 11X1 Bott Cover Pl (Symm.) 0329 75.75 6.50 7.08 6 2.55 90.0 36 36 3.0 4 @ 18.94 Rolled Beam 0 ft. to 13.25 ft. W36X160 13.25 ft. to W36X160 37.88 ft. 11X3/4 Bott (Symm.) Cover Pl (continued on next page)

412(continued) Bridge # Span Length (ft) tslab (in.) Girder Spacing (ft) # of Girders Overhang Width (ft) Skew (deg) Materials Cross-Frame Spacing (ft) Girder Descriptionfyw (ksi) fyf (ksi) f′c deck (ksi) 0332 71.58 6.00 1 @ 4.52 1 @ 4.50 1 @ 4.52 1 @ 4.54 5 0.96 at G1 1.08 at G2 90.0 36 36 3.0 1 @ 1.17 1 @ 13.66 3 @ 13.75 1 @ 14.00 1 @ 1.50 Rolled Beam W36X160 0337 78.45 9.44 5.49 11 2.54 130.7 50 50 3.0 G1 1 @ 16.35 1 @ 6.56 2 @ 20.01 1 @ 15.52 G2 1 @ 11.62 1 @ 6.56 2 @ 20.01 1 @ 20.25 G3 1 @ 13.46 3 @ 20.01 1 @ 4.96 Rolled Beam G1/G2/G3 W690X323 0345 100.00 8.00 9.50 5 3.00 90.0 50 46/50 (Top)46 (Bott) 3.0 G1/G2 4 @ 25.00 Welded I-Shape G1/G2 0 ft. to 22.75 ft. 12X3/4 Top Flg (50 ksi) 22X1 Bott Flg 44X3/8 Web 22.75 ft. to 12X3/4 Top Flg 25.75 ft. (50 ksi) 22X1 1/2 Bott Flg 44X3/8 Web 25.75 ft. to 12X1 1/2 Top Flg 74.75 ft. (46 ksi) 22X1 1/2 Bott Flg 44X3/8 Web 74.75 ft. to 12X3/4 Top Flg 77.75 ft. (50 ksi) 22X1 1/2 Bott Flg 44X3/8 Web 77.75 ft. to 12X3/4 Top Flg 100.00 ft. (50 ksi) 22X1 Bott Flg 44X3/8 Web (continued on next page)

413 (continued) Bridge # Span Length (ft) tslab (in.) Girder Spacing (ft) # of Girders Overhang Width (ft) Skew (deg) Materials Cross-Frame Spacing (ft) Girder Descriptionfyw (ksi) fyf (ksi) f′c deck (ksi) 0347 109.58 6.50 7.00 6 2.79 90.0 36 36 3.3 G1/G2 5 @ 21.92 Welded I-Shape G1/G2 0 ft. to 21.92 ft. 16X1 1/4 Top Flg 18X1 1/8 Bott Flg 44X1/2 Web 21.9 ft. to 16X1 1/4 Top Flg 54.79 ft. 18X1 7/8 Bott Flg (Symm.) 44X1/2 Web 0348 109.00 7.50 7.67 8 3.50 at G1 3.38 at G8 56.0 36 36 3.5 G11/G15 1 @ 18.16 1 @ 5.18 1 @ 17.32 1 @ 5.18 1 @ 17.32 1 @ 5.18 1 @ 17.32 1 @ 5.18 1 @ 18.16 Welded I-Shape G11/G15 0 ft. to 28.00 ft. 14X3/4 Top Flg 16X1 1/2 Bott Flg 54X1/2 Web 28.00 ft. to 14X1 1/4 Top Flg 54.50 ft. 16X2 Bott Flg (Symm.) 54X1/2 Web 0349 115.00 8.75 10.33 4 3.83 90.0 50 36 4.5 5 @ 23.00 Welded I-Shape 0 ft. to 45.00 ft. 14X1 Top Flg 18X1 1/2 Bott Flg 48X3/8 to 70X3/8 Web (Varies) 45.00 ft. to 14X1 Top Flg 57.50 ft. 18X1 1/2 Bott Flg (Symm.) 70X3/8 Web 0356 99.48 9.00 5.36 12 1.21 at G1 1.19 at G12 50.5 33 32 4.0 G1 1 @ 14.26 3 @ 23.78 1 @ 12.72 1 @ 1.16 G2 1 @ 18.66 3 @ 23.78 1 @ 8.30 1 @ 1.16 G3 1 @ 23.08 3 @ 23.78 1 @ 3.90 1 @ 1.16 Built-up I-Shape G1 0 ft. to 24.74 ft. L3.10X6.33X1 Top Angles L4X6X5/8 Bott Angles 14X3/8 Bott Cover Pl 53 1/4X3/8 Web 24.74 ft. to L3.10X6.33X1 Top 49.74 ft. Angles (Symm.) L4X6X5/8 Bott Angles 14X3/4 Bott Cover Pl 53 1/4X3/8 Web (continued on next page)

414(continued) Bridge # Span Length (ft) tslab (in.) Girder Spacing (ft) # of Girders Overhang Width (ft) Skew (deg) Materials Cross-Frame Spacing (ft) Girder Descriptionfyw (ksi) fyf (ksi) f′c deck (ksi) 0356 (cont.) G2 0 ft. to 23.24 ft. L3.10X6.33X1 Top Angles L4X6X5/8 Bott Angles 14X1/2 Bott Cover Pl 53 1/4X3/8 Web 23.24 ft. to L3.10X6.33X1 Top 49.74 ft. Angles (Symm.) L4X6X5/8 Bott Angles 14X1 Bott Cover Pl 53 1/4X3/8 Web G3 0 ft. to 22.74 ft. L3.10X6.33X1 Top Angles L4X6X5/8 Bott Angles 14X1/2 Bott Cover Pl 53 1/4X3/8 Web 22.74 ft. to L3.10X6.33X1 Top 49.74 ft. Angles (Symm.) L4X6X5/8 Bott Angles 14X1 Bott Cover Pl 53 1/4X3/8 Web (continued on next page)

415 (continued) Bridge # Span Length (ft) tslab (in.) Girder Spacing (ft) # of Girders Overhang Width (ft) Skew (deg) Materials Cross-Frame Spacing (ft) Girder Descriptionfyw (ksi) fyf (ksi) f′c deck (ksi) 0357 110.00 10.00 6.00 5 1.50 90.0 36 36 3.0 G1/G212 @ 18.33 Built-up I-Shape G1/G2 0 ft. to 15.50 ft. L4.60X6.27X1.14 Top Angles L6X6X3/4 Bott Angles 58 1/2X1/2 Web 15.50 ft. to L4.60X6.27X1.14 22.50 ft. Top Angles L6X6X3/4 Bott Angles 14X7/16 Bott Cover Pl 58 1/2X1/2 Web 22.50 ft. to L4.60X6.27X1.14 29.00 ft. Top Angles L6X6X3/4 Bott Angles 14X7/8 Bott Cover Pl 58 1/2X1/2 Web 29.00 ft. to L4.60X6.27X1.14 55.00 ft. Top Angles (Symm.) L6X6X3/4 Bott Angles 14X1 5/16 Bott Cover Pl 58 1/2X1/2 Web (continued on next page)

416(continued) Bridge # Span Length (ft) tslab (in.) Girder Spacing (ft) # of Girders Overhang Width (ft) Skew (deg) Materials Cross-Frame Spacing (ft) Girder Descriptionfyw (ksi) fyf (ksi) f′c deck (ksi) 0358 90.00 9.00 7.04 10 2.13 at G1 3.00 at G10 128.5 33 33 3.0 G1/G2 4 @ 22.50 G10 1 @ 16.60 2 @ 22.50 1 @ 28.40 Rolled Beam G1 0 ft. to 0.40 ft. 36WF(CB362), 36X16.5X230 0.40 ft. to 36WF(CB362), 90.00 ft. 36X16.5X230 18X1 Bott Cover Pl G2 0 ft. to 10.00 ft. 36WF(CB362), 36X16.5X230 10.00 ft. to 36WF(CB362), 45.00 ft. 36X16.5X230 (Symm.) 18X1 1/2 Bott Cover Pl G10 0 ft. to 11.00 ft. 36WF(CB362), 36X16.5X230 11.00 ft. to 36WF(CB362), 45.00 ft. 36X16.5X230 (Symm.) 18X1 1/4 Bott Cover Pl 0359 115.00 7.50 8.50 6 2.60 144.9 33 33 3.0 G1 1 @ 0.43 1 @ 15.05 1 @ 24.21 1 @ 24.07 2 @ 24.08 1 @ 2.65 1 @ 0.43 G2 1 @ 0.43 1 @ 2.93 1 @ 12.12 1 @ 12.09 1 @ 0.08 1 @ 24.00 1 @ 0.21 1 @ 23.87 1 @ 0.21 1 @ 23.87 1 @ 0.21 1 @ 11.97 1 @ 2.58 1 @ 0.43 Rolled Beam G1/G6 0 ft. to 1.00 ft. 21X1 1/8 Top Flg 21X1 13/16 Bott Flg 56X0.319 Web 1.00 ft. to 21X1 1/8 Top Flg 25.17 ft. 21X1 13/16 Bott Flg 56X3/8 Web 25.17 ft. to 21X1 9/16 Top Flg 57.50 ft. 21X2 3/8 Bott Flg (Symm.) 56X3/8 Web G2/G3/G4 21x15/16 Top Flg 0 ft. to 25.17 ft. 21X1 3/4 Bott Flg 56X3/8 Web 25.17 ft. to 21X1 3/8 Bott Flg 57.50 ft. 21X2 5/16 Top Flg (Symm.) 56X3/8 Web (continued on next page)

417 (continued) Bridge # Span Length (ft) tslab (in.) Girder Spacing (ft) # of Girders Overhang Width (ft) Skew (deg) Materials Cross-Frame Spacing (ft) Girder Descriptionfyw (ksi) fyf (ksi) f′c deck (ksi) 0358 90.00 9.00 7.04 10 2.13 at G1 3.00 at G10 128.5 33 33 3.0 G1/G2 4 @ 22.50 G10 1 @ 16.60 2 @ 22.50 1 @ 28.40 Rolled Beam G1 0 ft. to 0.40 ft. 36WF(CB362), 36X16.5X230 0.40 ft. to 36WF(CB362), 90.00 ft. 36X16.5X230 18X1 Bott Cover Pl G2 0 ft. to 10.00 ft. 36WF(CB362), 36X16.5X230 10.00 ft. to 36WF(CB362), 45.00 ft. 36X16.5X230 (Symm.) 18X1 1/2 Bott Cover Pl G10 0 ft. to 11.00 ft. 36WF(CB362), 36X16.5X230 11.00 ft. to 36WF(CB362), 45.00 ft. 36X16.5X230 (Symm.) 18X1 1/4 Bott Cover Pl 0359 115.00 7.50 8.50 6 2.60 144.9 33 33 3.0 G1 1 @ 0.43 1 @ 15.05 1 @ 24.21 1 @ 24.07 2 @ 24.08 1 @ 2.65 1 @ 0.43 G2 1 @ 0.43 1 @ 2.93 1 @ 12.12 1 @ 12.09 1 @ 0.08 1 @ 24.00 1 @ 0.21 1 @ 23.87 1 @ 0.21 1 @ 23.87 1 @ 0.21 1 @ 11.97 1 @ 2.58 1 @ 0.43 Rolled Beam G1/G6 0 ft. to 1.00 ft. 21X1 1/8 Top Flg 21X1 13/16 Bott Flg 56X0.319 Web 1.00 ft. to 21X1 1/8 Top Flg 25.17 ft. 21X1 13/16 Bott Flg 56X3/8 Web 25.17 ft. to 21X1 9/16 Top Flg 57.50 ft. 21X2 3/8 Bott Flg (Symm.) 56X3/8 Web G2/G3/G4 21x15/16 Top Flg 0 ft. to 25.17 ft. 21X1 3/4 Bott Flg 56X3/8 Web 25.17 ft. to 21X1 3/8 Bott Flg 57.50 ft. 21X2 5/16 Top Flg (Symm.) 56X3/8 Web (continued on next page) (continued) Bridge # Span Length (ft) tslab (in.) Girder Spacing (ft) # of Girders Overhang Width (ft) Skew (deg) Materials Cross-Frame Spacing (ft) Girder Descriptionfyw (ksi) fyf (ksi) f′c deck (ksi) 0359 (cont.) G3 1 @ 0.43 1 @ 0.04 1 @ 2.89 1 @ 12.12 1 @ 0.05 1 @ 24.16 1 @ 0.05 1 @ 24.03 1 @ 0.05 1 @ 24.03 1 @ 0.05 1 @ 11.98 1 @ 12.05 1 @ 2.64 1 @ 0.43 G4 1 @ 0.47 1 @ 2.89 1 @ 12.12 1 @ 12.09 1 @ 0.08 1 @ 24.00 1 @ 0.08 1 @ 24.00 1 @ 0.08 1 @ 24.00 1 @ 0.08 1 @ 12.16 1 @ 2.52 1 @ 0.43 G5 1 @ 0.47 1 @ 2.89 1 @ 12.12 1 @ 0.05 1 @ 24.03 1 @ 0.05 1 @ 24.03 1 @ 0.05 1 @ 24.03 1 @ 0.05 1 @ 12.16 1 @ 11.87 1 @ 2.78 1 @ 0.42 G5 0 ft. to 25.17 ft. 21x15/16 Top Flg 21X1 3/4 Bott Flg 56X3/8 Web 25.17 ft. to 21X15/16 Bott Flg 57.50 ft. 21X2 5/16 Top Flg (Symm.) 56X3/8 Web (continued on next page)

418(continued) Bridge # Span Length (ft) tslab (in.) Girder Spacing (ft) # of Girders Overhang Width (ft) Skew (deg) Materials Cross-Frame Spacing (ft) Girder Descriptionfyw (ksi) fyf (ksi) f′c deck (ksi) 0359 (cont.) G6 1 @ 0.47 1 @ 2.89 4 @ 24.08 1 @ 14.90 1 @ 0.43 0366 100.00 9.50 6.83 12 2.42 90.0 50 50 4.0 G1/G4/G5/G6 5 @ 20.00 G2/G3/G7/ G8/ G9/G10 10 @ 10.00 G11/G12 20 @ 5.00 Rolled Beam 0 ft. to 15.00 ft. W36X230 15.00 ft. W36X230 to 50.00 ft. 15X1 1/2 Bott (Symm.) Cover Pl 0367 138.58 8.00 8.45 7 4.25 121.7 50 50 4.0 Fascia 1 @ 19.75 1 @ 20.00 4 @ 22.50 1 @ 8.83 Interior 1 @ 14.55 1 @ 20.00 4 @ 22.50 1 @ 14.04 Welded I-Shape 0 ft. to 34.42 ft. 13X1 Top Flg 13X1 Bott Flg 71X1/2 Web 34.42 ft. to 13X1 Top Flg 93.92 ft. 13X1 1/2 Bott Flg 71X1/2 Web 93.92 ft. to 13X1 Top Flg 138.58 ft. 13X1 Bott Flg 71X1/2 Web 0368 178.20 9.00 8.33 7 2.33 at G1 1.37 at G7 84.2 50 50 4.0 1 @ 3.00 1 @ 19.26 6 @ 22.28 1 @ 19.26 1 @ 3.00 Welded I-Shape 0 ft. to 28.10 ft. 18x1 1/4 Top Flg 18X1 1/4 Bott Flg 72X5/8 Web 28.10 ft. to 18x1 3/4 Top Flg 89.10 ft. 24X1 7/8 Bott Flg (Symm.) 72X1/2 Web 0369 136.85 9.00 7.25 7 2.00 91.1 50 50 4.0 1 @ 3.59 1 @ 19.23 4 @ 22.81 1 @ 20.79 1 @ 2.00 Welded I-Shape 0 ft. to 28.00 ft. 14X3/4 Top Flg 16X1 3/8 Bott Flg 54X1/2 Web 28.00 ft. to 14X1 1/8 Top Flg 68.43 ft. 16X1 3/4 Bott Flg (Symm.) 54X1/2 Web (continued on next page)

419 (continued) Bridge # Span Length (ft) tslab (in.) Girder Spacing (ft) # of Girders Overhang Width (ft) Skew (deg) Materials Cross-Frame Spacing (ft) Girder Descriptionfyw (ksi) fyf (ksi) f′c deck (ksi) 0370 153.61 6.50 5 @ 7.252 @ 6.38 8 2.50 at G1 2.46 at G8 22.5 36 36 3.0 G1 1 @ 3.00 5 @ 25.00 1 @ 25.61 G2 1 @ 3.95 1 @ 16.72 1 @ 8.28 1 @ 16.72 1 @ 8.28 1 @ 16.72 1 @ 8.28 1 @ 16.72 1 @ 8.28 1 @ 16.72 1 @ 8.28 1 @ 16.72 1 @ 7.94 G5 1 @ 0.83 1 @ 17.36 1 @ 7.64 1 @ 17.36 1 @ 7.64 1 @ 17.36 1 @ 7.64 1 @ 17.36 1 @ 7.64 1 @ 17.36 1 @ 7.64 1 @ 17.36 1 @ 10.42 G6 1 @ 0.98 1 @ 17.36 1 @ 7.64 1 @ 17.36 1 @ 7.64 1 @ 17.36 1 @ 7.64 1 @ 17.36 1 @ 7.64 1 @ 17.36 1 @ 7.64 1 @ 17.64 1 @ 10.27 Welded I-Shape G1 0 ft. 19.25 ft. 20X1 Top Flg 22X1 Bott Flg 60X3/8 Web 19.25 ft. to 20X2 1/4 Top Flg 76.81 ft. 22X2 1/4 Bott Flg (Symm.) 60X3/8 Web G2 0 ft. 20.50 ft. 20X1 Top Flg 22X1 Bott Flg 60X3/8 Web 20.50 ft. to 20X2 1/4 Top Flg 76.81 ft. 22X2 1/4 Bott Flg (Symm.) 60X3/8 Web G5 0 ft. 20.50 ft. 20X1 Top Flg 22X1 Bott Flg 60X3/8 Web 20.50 ft. to 20X2 Top Flg 76.81 ft. 22X2 Bott Flg (Symm.) 60X3/8 Web G6 0 ft. 21.50 ft. 20X1 Top Flg 22X1 Bott Flg 60X3/8 Web 21.50 ft. to 20X2 Top Flg 76.81 ft. 22X2 Bott Flg (Symm.) 60X3/8 Web Welded I-Shape G7 0 ft. 20.00 ft. 20X1 Top Flg 22X1 Bott Flg 60X3/8 Web 20.00 ft. to 20X1 3/4 Top Flg 76.81 ft. 22X2 1/8 Bott Flg (Symm.) 60X3/8 Web G8 0 ft. 20.00 ft. 20X1 Top Flg 22X1 Bott Flg 60X3/8 Web (continued on next page)

420(continued) Bridge # Span Length (ft) tslab (in.) Girder Spacing (ft) # of Girders Overhang Width (ft) Skew (deg) Materials Cross-Frame Spacing (ft) Girder Descriptionfyw (ksi) fyf (ksi) f′c deck (ksi) 0370 (cont.) G7 1 @ 1.11 1 @ 15.25 1 @ 9.75 1 @ 15.25 1 @ 9.75 1 @ 15.25 1 @ 9.75 1 @ 15.25 1 @ 9.75 1 @ 15.25 1 @ 9.75 1 @ 15.25 1 @ 12.25 G8 1 @ 16.50 5 @ 25.00 1 @ 12.11 20.00 ft. to 20X1 3/4 Top Flg 76.81 ft. 22X2 1/8 Bott Flg (Symm.) 60X3/8 Web 0371 120.00 9.00 7.40 10 2.98 at G1 3.00 at G10 90.0 50 50 4.0 G1/G6/G10 1 @ 2.50 5 @ 23.50 Welded I-Shape G1/G6/G10 0 ft. to 21.00 ft. 12X1 1/8 Top Flg 16X1 1/4 Bott Flg 42X1/2 Web 21.00 ft. to 12X1 1/8 Top Flg 60.00 ft. 16X2 1/2 Bott Flg (Symm.) 42X1/2 Web 0372 163.38 7.00 8.50 4 3.08 45.0 33 33 3.0 G2 1 @ 10.92 1 @ 8.50 1 @16.50 1 @ 8.50 1 @ 16.50 1 @ 8.50 1 @ 16.50 1 @ 8.50 1 @ 16.50 1 @ 8.50 1 @ 16.50 1 @ 8.50 1 @ 18.96 Welded I-Shape G2 0 ft. to 21.67 ft. 12X13/16 Top Flg 20X1 3/8 Bott Flg 84X1/2 Web 21.67 ft. to 20X1 3/4 Top Flg 46.67 ft. 20X2 3/4 Bott Flg 84X1/2 Web 46.67 ft. to 20X2 Top Flg 84.00 ft. 20X3 Bott Flg 84X1/2 Web 84.00 ft. to 20X1 3/4 Top Flg 141.71 ft. 20X2 3/4 Bott Flg 84X1/2 Web 141.71 ft. to 20X13/16 Top Flg 163.38 ft. 20X1 3/8 Bott Flg 84X1/2 Web (continued on next page)

421 (continued) Bridge # Span Length (ft) tslab (in.) Girder Spacing (ft) # of Girders Overhang Width (ft) Skew (deg) Materials Cross-Frame Spacing (ft) Girder Descriptionfyw (ksi) fyf (ksi) f′c deck (ksi) 0373 146.92 9.00 6.50 8 2.25 120.0 50 50 4.0 G1 1 @ 10.95 7 @ 18.91 1 @ 3.60 G2 1 @ 7.20 7 @ 18.91 1 @ 7.35 Welded I-Shape 15X1 Top Flg 21X1 5/8 Bott Flg 59X5/8 Web 0374 150.75 8.00 7.50 5 1.44 56.5 36 36 3.0 G1 1 @ 1.75 1 @ 3.82 1 @ 21.50 4 @ 25.00 1 @ 23.68 Welded I-Shape G1 0 ft. to 25.00 ft. 22X15/16 Top Flg 22X27/32 Bott Flg 78X0.48 Web 25.00 ft. to 22X15/16 Top Flg 41.00 ft. 22X1.74 Bott Flg 78X0.48 Web 41.00 ft. to 22X1 3/16 Top Flg 109.75 ft. 22X1.74 Bott Flg 78X0.48 Web 109.75 ft. to 22X15/16 Top Flg 150.75 ft. 22X27/32 Bott Flg 78X0.48 Web 0375 172.50 7.50 9.08 7 1.75 81.7 50 46 (Top)46/42 (Bott) 3.0 G2 1 @ 23.00 1 @ 1.32 1 @ 23.68 1 @ 1.32 1 @ 23.68 1 @ 1.32 1 @ 23.68 1 @ 1.32 1 @ 23.68 1 @ 1.32 1 @ 23.68 1 @ 1.32 1 @ 23.18 Welded I-Shape G2 0 ft. to 30.25 ft. 22X1 Top Flg 24X1 Bott Flg (46 ksi) 76X9/16 Web 30.25 ft. to 22X1 Top Flg 48.25 ft. 24X1 7/8 Bott Flg (42 ksi) 76X9/16 Web 48.25 ft. to 22X1 3/8 Top Flg 86.25 ft. 24X1 7/8 Bott Flg (Symm.) (42 ksi) 76X9/16 Web (continued on next page)

422(continued) Bridge # Span Length (ft) tslab (in.) Girder Spacing (ft) # of Girders Overhang Width (ft) Skew (deg) Materials Cross-Frame Spacing (ft) Girder Descriptionfyw (ksi) fyf (ksi) f′c deck (ksi) 0376 132.89 6.50 2 @ 6.386 @ 8.04 9 3.13 at G1 1.83 at G9 25.0 36 36 3.0 G1 1 @ 10.62 4 @ 24.88 1 @ 22.75 G2 1 @ 10.62 1 @ 13.67 1 @ 11.20 1 @ 13.67 1 @ 11.20 1 @ 13.67 1 @ 11.20 1 @ 13.67 1 @ 11.20 1 @ 13.67 1 @ 9.08 G3 1 @ 7.28 1 @ 17.01 1 @ 7.81 1 @ 17.07 1 @ 7.76 1 @ 17.11 1 @ 7.72 1 @ 17.16 1 @ 7.67 1 @ 17.21 1 @ 9.09 G4 1 @ 7.28 1 @ 17.25 1 @ 7.58 1 @ 17.25 1 @ 7.58 1 @ 17.25 1 @ 7.58 1 @ 17.25 1 @ 7.58 1 @ 17.25 1 @ 9.04 G9 1 @ 24.53 4 @ 24.83 1 @ 9.04 Welded I-Shape G1/G2 0 ft. to 22.00 ft. 16X1 Top Flg 20X1 Bott Flg 60X3/8 Web 22.00 ft. to 16X1 5/8 Top Flg 66.46 ft. 20X2 Bott Flg (Symm.) 60X3/8 Web G3/G4/G9 0 ft. to 22.00 ft. 16X1 Top Flg 20X1 Bott Flg 60X3/8 Web 22.00 ft. to 16X2 Top Flg 66.46 ft. 20X1 7/8 Bott Flg (Symm.) 60X3/8 Web (continued on next page)

423 (continued) Bridge # Span Length (ft) tslab (in.) Girder Spacing (ft) # of Girders Overhang Width (ft) Skew (deg) Materials Cross-Frame Spacing (ft) Girder Descriptionfyw (ksi) fyf (ksi) f′c deck (ksi) 0377 169.83 7.00 9.50 5 2.00 31.5 50 50 3.0 G2 1 @ 4.38 1 @ 16.13 4 @ 25.00 1 @ 16.13 1 @ 0.31 1 @ 15.83 1 @ 0.61 1 @ 16.44 G3 1 @ 3.76 2 @ 16.13 4 @ 25.00 2 @ 16.13 1 @ 1.55 Welded I-Shape G2/G3 0 ft. to 30.00 ft. 24X1 Top Flg 24X1 Bott Flg 78X9/16 to 73X9/16 Web (Varies) 30.00 ft. to 24X1 Top Flg 49.00 ft. 24X2 Bott Flg 73X9/16 Web 49.00 ft. to 24X1 7/16 Top Flg 84.92 ft. 24X2 Bott Flg (Symm.) 73X9/16 Web 0378 140.30 8.50 1 @ 8.004 @ 6.855 @ 8.25 11 2.42 at G1 2.04 at G11 76.5 50 45/50 (Top)42/46 (Bott) 3.3 G8 1 @ 24.41 4 @ 26.00 1 @ 11.89 G10 1 @ 28.37 4 @ 26.00 1 @ 7.93 G11 1 @ 30.35 4 @ 26.00 1 @ 5.95 Welded I-Shape G8 0 ft. to 28.65 ft. 18X3/4 Top Flg (50 ksi) 17X7/8 Bott Flg (45 ksi) 86X5/8 Web 28.65 ft. to 18X3/4 Top Flg 45.65 ft. (50 ksi) 17X1 3/4 Bott Flg (42 ksi) 86X5/8 Web 45.65 ft. to 18X7/8 Top Flg 70.15 ft. (45 ksi) (Symm.) 17X1 3/4 Bott Flg (42 ksi) 86X5/8 Web G10 0 ft. to 29.15 ft. 18X3/4 Top Flg (50 ksi) 16X3/4 Bott Flg (50 ksi) 86X5/8 Web 29.15 ft. to 18X3/4 Top Flg 70.15 ft. (50 ksi) (Symm.) 16X1 1/2 Bott Flg (45 ksi) 86X5/8 Web (continued on next page)

424(continued) Bridge # Span Length (ft) tslab (in.) Girder Spacing (ft) # of Girders Overhang Width (ft) Skew (deg) Materials Cross-Frame Spacing (ft) Girder Descriptionfyw (ksi) fyf (ksi) f′c deck (ksi) 0378 (cont.) G11 0 ft. to 35.65 ft. 18X3/4 Top Flg (50 ksi) 18X3/4 Bott Flg (50 ksi) 86X5/8 Web 35.65 ft. to 18X3/4 Top Flg 70.15 ft. (50 ksi) (Symm.) 18X1 1/4 Bott Flg (45 ksi) 86X5/8 Web 0379 212.00 9.50 10.25 12 2.21 66.5 70 70 5.0 1 @ 22.00 8 @ 21.00 1 @ 22.00 Welded I-Shape 0 ft. to 1.25 ft. 21X1 1/2 Top Flg 16X1 3/4 Bott Flg 84X3/4 Web 1.25 ft. to 21X1 1/2 Top Flg 48.00 ft. 27X1 3/4 Bott Flg 84X3/4 Web 48.00 ft. to 21X2 1/8 Top Flg 106.00 ft. 27X2 3/8 Bott Flg (Symm.) 84X3/4 Web 0380 126.00 8.50 9.75 6 2.96 90.0 50 50 4.0 G1/G2 6 @ 21.00 Welded I-Shape G1/G2 0 ft. to 37.80 ft. 16X1 Top Flg 20X1 5/8 Bott Flg 60X9/16 Web 37.80 ft. to 18X1 5/8 Top Flg 61.00 ft. 24X2 Bott Flg (Symm.) 60X9/16 Web (continued on next page)

425 (continued) Bridge # Span Length (ft) tslab (in.) Girder Spacing (ft) # of Girders Overhang Width (ft) Skew (deg) Materials Cross-Frame Spacing (ft) Girder Descriptionfyw (ksi) fyf (ksi) f′c deck (ksi) 0381 204.00 8.50 9.67 6 3.42 95.0 50 50 4.0 G1 9 @ 22.67 G2 1 @ 21.82 1 @ 0.85 1 @ 21.82 1 @ 0.85 1 @ 21.82 1 @ 0.85 1 @ 21.82 1 @ 0.85 1 @ 21.82 1 @ 0.85 1 @ 21.82 1 @ 0.85 1 @ 21.82 1 @ 0.84 1 @ 21.82 1 @ 0.84 1 @ 22.66 Welded I-Shape G1/G2 0 ft. to 62.00 ft. 18X1 3/4 Top Flg 21X2 3/4 Bott Flg 78X5/8 Web 62.00 ft. to 25X1 3/4 Top Flg 102.00 ft. 25X2 3/4 Bott Flg (Symm.) 78X5/8 Web

426 F.7 Steel Fatigue database Table F.7.1. Fatigue Test Data Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 40 0NC1CRA131 16 393000 crack -6 10 36 Imp. Const. 40 0NC1CWA132 16 393000 crack -6 10 36 Imp. Const. 40 0NC1CWA133 16 337000 crack -6 10 36 Imp. Const. 40 0NC1CRA141 20 192000 crack -6 14 36 Imp. Const. 40 0NC1CWA142 20 168000 crack -6 14 36 Imp. Const. 40 0NC1CWA143 20 288000 crack -6 14 36 Imp. Const. 40 0NC1CRA144 20 176000 crack -6 14 36 Imp. Const. 40 0NC1CRA151 24 114000 crack -6 18 36 Imp. Const. 40 0NC1CWA152 24 94000 crack -6 18 36 Imp. Const. 40 0NC1CWA153 24 85000 crack -6 18 36 Imp. Const. 40 0NC1CRA221 12 798000 crack 2 14 36 Imp. Const. 40 0NC1CWA222 12 655000 crack 2 14 36 Imp. Const. 40 0NC1CWA223 12 724000 crack 2 14 36 Imp. Const. 40 0NC1CRA231 16 277000 crack 2 18 36 Imp. Const. 40 0NC1CWA232 16 317000 crack 2 18 36 Imp. Const. 40 0NC1CWA233 16 329000 crack 2 18 36 Imp. Const. 40 0NC1CRA234 16 325000 crack 2 18 36 Imp. Const. 40 0NC1CRA241 20 198000 crack 2 18 36 Imp. Const. 40 0NC1CWA242 20 159000 crack 2 18 36 Imp. Const. 40 0NC1CWA243 20 148000 crack 2 18 36 Imp. Const. 40 0NC1CRA311 8 2227000 crack 10 18 36 Imp. Const. 40 0NC1CWA312 8 2693000 crack 10 18 36 Imp. Const. 40 0NC1CWA313 8 2453000 crack 10 18 36 Imp. Const. 40 0NC1CRA321 12 676000 crack 10 22 36 Imp. Const. 40 0NC1CWA322 12 778000 crack 10 22 36 Imp. Const. 40 0NC1CWA323 12 658000 crack 10 22 36 Imp. Const. 40 0NC1CRA324 12 739000 crack 10 22 36 Imp. Const. 40 0NC1CRA331 16 301000 crack 10 26 36 Imp. Const. 40 0NC1CWA332 16 344000 crack 10 26 36 Imp. Const. 40 0NC1CWA333 16 297000 crack 10 26 36 Imp. Const. 40 0NC1CRA341 20 108000 crack 10 30 36 Imp. Const. 40 0NC1CWA342 20 180000 crack 10 30 36 Imp. Const. 40 0NC1CWA343 20 172000 crack 10 30 36 Imp. Const. 40 0NC1CRA344 20 166000 crack 10 30 36 Imp. Const. 40 0NC1CRB131 16 418000 crack -6 10 50 Imp. Const. 40 0NC1CWB132 16 356000 crack -6 10 50 (continued on next page)

427 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 40 0NC1CWB133 16 290000 crack -6 10 50 Imp. Const. 40 0NC1CRB141 20 187000 crack -6 14 50 Imp. Const. 40 0NC1CWB142 20 154000 crack -6 14 50 Imp. Const. 40 0NC1CBW143 20 171000 crack -6 14 50 Imp. Const. 40 0NC1CRB144 20 231000 crack -6 14 50 Imp. Const. 40 0NC1CRB151 24 108000 crack -6 18 50 Imp. Const. 40 0NC1CRB221 12 842000 crack 2 14 50 Imp. Const. 40 0NC1CWB222 12 667000 crack 2 14 50 Imp. Const. 40 0NC1CWB223 12 709000 crack 2 14 50 Imp. Const. 40 0NC1CRB231 16 366000 crack 2 18 50 Imp. Const. 40 0NC1CWB232 16 264000 crack 2 18 50 Imp. Const. 40 0NC1CWB233 16 318000 crack 2 18 50 Imp. Const. 40 0NC1CRB234 16 369000 crack 2 18 50 Imp. Const. 40 0NC1CRB241 20 177000 crack 2 22 50 Imp. Const. 40 0NC1CWB242 20 172000 crack 2 22 50 Imp. Const. 40 0NC1CWB243 20 149000 crack 2 22 50 Imp. Const. 40 0NC1CWB251 24 83100 crack 2 26 50 Imp. Const. 40 0NC1CWB301 6 6317000 crack 10 16 50 Imp. Const. 40 0NC1CRB311 8 2443000 crack 10 18 50 Imp. Const. 40 0NC1CWB312 8 1977000 crack 10 18 50 Imp. Const. 40 0NC1CWC313 8 2278000 crack 10 18 50 Imp. Const. 40 0NC1CRB321 12 702000 crack 10 22 50 Imp. Const. 40 0NC1CWB322 12 757000 crack 10 22 50 Imp. Const. 40 0NC1CWB323 12 747000 crack 10 22 50 Imp. Const. 40 0NC1CRB324 12 658000 crack 10 22 50 Imp. Const. 40 0NC1CRB331 16 273000 crack 10 26 50 Imp. Const. 40 0NC1CWB332 16 314000 crack 10 26 50 Imp. Const. 40 0NC1CWB333 16 295000 crack 10 26 50 Imp. Const. 40 0NC1CRB341 20 178000 crack 10 30 50 Imp. Const. 40 0NC1CWB342 20 204000 crack 10 30 50 Imp. Const. 40 0NC1CWB343 20 160000 crack 10 30 50 Imp. Const. 40 0NC1CRB344 20 200000 crack 10 30 50 Imp. Const. 40 0NC1CRC131 16 395000 crack -6 10 100 Imp. Const. 40 0NC1CWC132 16 483000 crack -6 10 100 Imp. Const. 40 0NC1CWC133 16 547000 crack -6 10 100 Imp. Const. 40 0NC1CRC141 20 243000 crack -6 14 100 Imp. Const. 40 0NC1CWC142 20 295000 crack -6 14 100 Imp. Const. 40 0NC1CWC143 20 254000 crack -6 14 100 Imp. Const. 40 0NC1CRC144 20 282000 crack -6 14 100 (continued on next page)

428 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 40 0NC1CRC151 24 157000 crack -6 18 100 Imp. Const. 40 0NC1CWC152 24 137000 crack -6 18 100 Imp. Const. 40 0NC1CWC153 24 171000 crack -6 18 100 Imp. Const. 40 0NC1CRC221 12 844000 crack 2 14 100 Imp. Const. 40 0NC1CWC222 12 848000 crack 2 14 100 Imp. Const. 40 0NC1CWC223 12 1311000 crack 2 14 100 Imp. Const. 40 0NC1CRC231 16 429000 crack 2 18 100 Imp. Const. 40 0NC1CWC232 16 382000 crack 2 18 100 Imp. Const. 40 0NC1CWC233 16 498000 crack 2 18 100 Imp. Const. 40 0NC1CRC234 16 378000 crack 2 18 100 Imp. Const. 40 0NC1CRC241 20 192000 crack 2 22 100 Imp. Const. 40 0NC1CWC242 20 243000 crack 2 22 100 Imp. Const. 40 0NC1CWC243 20 260000 crack 2 22 100 Imp. Const. 40 0NC1CWC251 24 154000 crack 2 26 100 Imp. Const. 40 0NC1CRC311 8 1989000 crack 10 18 100 Imp. Const. 40 0NC1CWC312 8 5699000 crack 10 18 100 Imp. Const. 40 0NC1CWC313 8 3409000 crack 10 18 100 Imp. Const. 40 0NC1CRC321 12 822000 crack 10 22 100 Imp. Const. 40 0NC1CWC322 12 1005000 crack 10 22 100 Imp. Const. 40 0NC1CWC323 12 1220000 crack 10 22 100 Imp. Const. 40 0NC1CRC324 12 755000 crack 10 22 100 Imp. Const. 40 0NC1CRC331 16 325000 crack 10 26 100 Imp. Const. 40 0NC1CWC332 16 378000 crack 10 26 100 Imp. Const. 40 0NC1CWC333 16 441000 crack 10 26 100 Imp. Const. 40 0NC1CRC341 20 196000 crack 10 30 100 Imp. Const. 40 0NC1CWC342 20 245000 crack 10 30 100 Imp. Const. 40 0NC1CWC343 20 220000 crack 10 30 100 Imp. Const. 40 0NC1CRC344 20 174000 crack 10 30 100 Imp. Const. 30 0NC1CRA131 16 555000 crack -6 10 36 Imp. Const. 30 0NC1CWA132 16 553000 crack -6 10 36 Imp. Const. 30 0NC1CWA133 16 484000 crack -6 10 36 Imp. Const. 30 0NC1CRA141 20 192000 crack -6 14 36 Imp. Const. 30 0NC1CWA142 20 228000 crack -6 14 36 Imp. Const. 30 0NC1CWA143 20 288000 crack -6 14 36 Imp. Const. 30 0NC1CRA144 20 243000 crack -6 14 36 Imp. Const. 30 0NC1CRA151 24 114000 crack -6 18 36 Imp. Const. 30 0NC1CWA152 24 135000 crack -6 18 36 Imp. Const. 30 0NC1CWA153 24 209000 crack -6 18 36 Imp. Const. 30 0NC1CRA221 12 1074000 crack 2 14 36 (continued on next page)

429 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 30 0NC1CWA222 12 1272000 crack 2 14 36 Imp. Const. 30 0NC1CWA223 12 1392000 crack 2 14 36 Imp. Const. 30 0NC1CRA231 16 364000 crack 2 18 36 Imp. Const. 30 0NC1CWA232 16 566000 crack 2 18 36 Imp. Const. 30 0NC1CWA233 16 648000 crack 2 18 36 Imp. Const. 30 0NC1CRA234 16 546000 crack 2 18 36 Imp. Const. 30 0NC1CRA241 20 248000 crack 2 22 36 Imp. Const. 30 0NC1CWA242 20 246000 crack 2 22 36 Imp. Const. 30 0NC1CWA243 20 310000 crack 2 22 36 Imp. Const. 30 0NC1CRA311 8 2227000 crack 10 18 36 Imp. Const. 30 0NC1CWA312 8 2693000 crack 10 18 36 Imp. Const. 30 0NC1CWA313 8 3428000 crack 10 18 36 Imp. Const. 30 0NC1CRA321 12 845000 crack 10 22 36 Imp. Const. 30 0NC1CWA322 12 945000 crack 10 22 36 Imp. Const. 30 0NC1CWA323 12 1039000 crack 10 22 36 Imp. Const. 30 0NC1CRA324 12 812000 crack 10 22 36 Imp. Const. 30 0NC1CRA331 16 379000 crack 10 26 36 Imp. Const. 30 0NC1CWA332 16 441000 crack 10 26 36 Imp. Const. 30 0NC1CWA333 16 410000 crack 10 26 36 Imp. Const. 30 0NC1CRA341 20 108000 crack 10 30 36 Imp. Const. 30 0NC1CWA342 20 207000 crack 10 30 36 Imp. Const. 30 0NC1CWA343 20 196000 crack 10 30 36 Imp. Const. 30 0NC1CRA344 20 193000 crack 10 30 36 Imp. Const. 30 0NC1CRB131 16 660000 crack -6 10 50 Imp. Const. 30 0NC1CWB132 16 568000 crack -6 10 50 Imp. Const. 30 0NC1CWB133 16 530000 crack -6 10 50 Imp. Const. 30 0NC*CRB141 20 187000 crack -6 14 50 Imp. Const. 30 0NC1CWB142 20 318000 crack -6 14 50 Imp. Const. 30 0NC1CWB143 20 320000 crack -6 14 50 Imp. Const. 30 0NC1CRB144 20 317000 crack -6 14 50 Imp. Const. 30 0NC1CRB151 24 151000 crack -6 18 50 Imp. Const. 30 0NC1CRB221 12 1005000 crack 2 14 50 Imp. Const. 30 0NC*CWB222 12 667000 crack 2 14 50 Imp. Const. 30 0NC1CWB223 12 1151000 crack 2 14 50 Imp. Const. 30 0NC1CRB231 16 366000 crack 2 18 50 Imp. Const. 30 0NC1CWB232 16 475000 crack 2 18 50 Imp. Const. 30 0NC1CWB234 16 424000 crack 2 18 50 Imp. Const. 30 0NC1CRB241 20 257000 crack 2 22 50 Imp. Const. 30 0NC1CWB242 20 249000 crack 2 22 50 (continued on next page)

430 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 30 0NC1CWB243 20 258000 crack 2 22 50 Imp. Const. 30 0NC1CWB251 24 114000 crack 2 26 50 Imp. Const. 30 0NC1CWB301 6 5488000 crack 10 16 50 Imp. Const. 30 0NC1CRB311 8 2714000 crack 10 18 50 Imp. Const. 30 0NC1CWB312 8 3132000 crack 10 18 50 Imp. Const. 30 0NC1CWB313 8 2920000 crack 10 18 50 Imp. Const. 30 0NC1CRB321 12 966000 crack 10 22 50 Imp. Const. 30 0NC1CWB322 12 1086000 crack 10 22 50 Imp. Const. 30 0NC1CWB323 12 994000 crack 10 22 50 Imp. Const. 30 0NC1CRB324 12 931000 crack 10 22 50 Imp. Const. 30 0NC1CRB331 16 446000 crack 10 26 50 Imp. Const. 30 0NC1CWB332 16 459000 crack 10 26 50 Imp. Const. 30 0NC1CWB333 16 451000 crack 10 26 50 Imp. Const. 30 0NC1CRB341 20 229000 crack 10 30 50 Imp. Const. 30 0NC1CWB342 20 266000 crack 10 30 50 Imp. Const. 30 0NC1CWB343 20 218000 crack 10 30 50 Imp. Const. 30 0NC1CRB344 20 200000 crack 10 30 50 Imp. Const. 30 0NC1CRC131 16 515000 crack -6 10 100 Imp. Const. 30 0NC1CWC132 16 1228000 crack -6 10 100 Imp. Const. 30 0NC1CWC133 16 855000 crack -6 10 100 Imp. Const. 30 0NC1CRC141 20 341000 crack -6 14 100 Imp. Const. 30 0NC1CWC142 20 429000 crack -6 14 100 Imp. Const. 30 0NC1CWC143 20 446000 crack -6 14 100 Imp. Const. 30 0NC1CRC144 20 282000 crack -6 14 100 Imp. Const. 30 0NC1CRC151 24 157000 crack -6 18 100 Imp. Const. 30 0NC1CWC152 24 214000 crack -6 18 100 Imp. Const. 30 0NC1CWC153 24 285000 crack -6 18 100 Imp. Const. 30 0NC1CRC221 12 1031000 crack 2 14 100 Imp. Const. 30 0NC*CWC222 12 848000 crack 2 14 100 Imp. Const. 30 0NC1CWC223 12 1311000 crack 2 14 100 Imp. Const. 30 0NC1CRC231 16 429000 crack 2 18 100 Imp. Const. 30 0NC1CWC232 16 542000 crack 2 18 100 Imp. Const. 30 0NC1CWC233 16 599000 crack 2 18 100 Imp. Const. 30 0NC1CRC234 16 493000 crack 2 18 100 Imp. Const. 30 0NC1CRC241 20 192000 crack 2 22 100 Imp. Const. 30 0NC1CWC242 20 340000 crack 2 22 100 Imp. Const. 30 0NC1CWC243 20 260000 crack 2 22 100 Imp. Const. 30 0NC1CWC251 24 193000 crack 2 26 100 Imp. Const. 30 0NC1CRC311 8 1989000 crack 10 18 100 (continued on next page)

431 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 30 0NC1CWC312 8 2916000 crack 10 18 100 Imp. Const. 30 0NC1CWC313 8 3409000 crack 10 18 100 Imp. Const. 30 0NC1CRC321 12 822000 crack 10 22 100 Imp. Const. 30 0NC1CWC322 12 1005000 crack 10 22 100 Imp. Const. 30 0NC1CWC323 12 1220000 crack 10 22 100 Imp. Const. 30 0NC1CRC324 12 755000 crack 10 22 100 Imp. Const. 30 0NC1CRC331 16 413000 crack 10 26 100 Imp. Const. 30 0NC1CWC332 16 590000 crack 10 26 100 Imp. Const. 30 0NC1CWC333 16 578000 crack 10 26 100 Imp. Const. 30 0NC1CRC341 20 239000 crack 10 30 100 Imp. Const. 30 0NC1CWC342 20 374000 crack 10 30 100 Imp. Const. 30 0NC1CWC343 20 296000 crack 10 30 100 Imp. Const. 30 0NC1CRC344 20 207000 crack 10 30 100 Imp. Const. 40 0NC1CMA131 16 427000 crack -6 10 36 Imp. Const. 40 0NC1CMA132 16 412000 crack -6 10 36 Imp. Const. 40 0NC1CMA133 16 593000 crack -6 10 36 Imp. Const. 40 0NC1CMA141 20 150000 crack -6 14 36 Imp. Const. 40 0NC1CMA142 20 190000 crack -6 14 36 Imp. Const. 40 0NC1CMA143 20 218000 crack -6 14 36 Imp. Const. 40 0NC1CMA151 24 112000 crack -6 18 36 Imp. Const. 40 0NC1CMA152 24 80800 crack -6 18 36 Imp. Const. 40 0NC1CMA153 24 101000 crack -6 18 36 Imp. Const. 40 0NC1CMA221 12 904000 crack 2 14 36 Imp. Const. 40 0NC1CMA222 12 1034000 crack 2 14 36 Imp. Const. 40 0NC1CMA223 12 755000 crack 2 14 36 Imp. Const. 40 0NC1CMA231 16 374000 crack 2 18 36 Imp. Const. 40 0NC1CMA232 16 346000 crack 2 18 36 Imp. Const. 40 0NC1CMA233 16 481000 crack 2 18 36 Imp. Const. 40 0NC1CMA241 20 166000 crack 2 22 36 Imp. Const. 40 0NC1CMA242 20 186000 crack 2 22 36 Imp. Const. 40 0NC1CMA243 20 188000 crack 2 22 36 Imp. Const. 40 0NC1CMA251 24 84500 crack 2 26 36 Imp. Const. 40 0NC1CMA301 6 8946000 crack 10 16 36 Imp. Const. 40 0NC1CMA311 8 3211000 crack 10 18 36 Imp. Const. 40 0NC1CMA312 8 4979000 crack 10 18 36 Imp. Const. 40 0NC1CMA313 8 4798000 crack 10 18 36 Imp. Const. 40 0NC1CMA321 12 779000 crack 10 22 36 Imp. Const. 40 0NC1CMA322 12 632000 crack 10 22 36 Imp. Const. 40 0NC1CMA323 12 919000 crack 10 22 36 (continued on next page)

432 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 40 0NC1CMA331 16 423000 crack 10 26 36 Imp. Const. 40 0NC1CMA332 16 503000 crack 10 26 36 Imp. Const. 40 0NC1CMA333 16 371000 crack 10 26 36 Imp. Const. 40 0NC1CMA341 20 190000 crack 10 30 36 Imp. Const. 40 0NC1CTA131 16 320000 crack -6 10 36 Imp. Const. 40 0NC1CTA132 16 392000 crack -6 10 36 Imp. Const. 40 0NC1CTA133 16 266000 crack -6 10 36 Imp. Const. 40 0NC1CTA141 20 160000 crack -6 14 36 Imp. Const. 40 0NC1CTA142 20 121000 crack -6 14 36 Imp. Const. 40 0NC1CTA143 20 123000 crack -6 14 36 Imp. Const. 40 0NC1CTA151 24 80700 crack -6 18 36 Imp. Const. 40 0NC1CTA152 24 105000 crack -6 18 36 Imp. Const. 40 0NC1CTA153 24 83300 crack -6 18 36 Imp. Const. 40 0NC1CTA221 12 949000 crack 2 14 36 Imp. Const. 40 0NC1CTA222 12 951000 crack 2 14 36 Imp. Const. 40 0NC1CTA223 12 977000 crack 2 14 36 Imp. Const. 40 0NC1CTA231 16 343000 crack 2 18 36 Imp. Const. 40 0NC1CTA232 16 358000 crack 2 18 36 Imp. Const. 40 0NC1CTA233 16 473000 crack 2 18 36 Imp. Const. 40 0NC1CTA241 20 172000 crack 2 22 36 Imp. Const. 40 0NC1CTA242 20 167000 crack 2 22 36 Imp. Const. 40 0NC1CTA243 20 226000 crack 2 22 36 Imp. Const. 40 0NC1CTA311 8 3729000 crack 10 18 36 Imp. Const. 40 0NC1CTA312 8 3679000 crack 10 18 36 Imp. Const. 40 0NC1CTA313 8 3218000 crack 10 18 36 Imp. Const. 40 0NC1CTA321 12 1011000 crack 10 22 36 Imp. Const. 40 0NC1CTA322 12 856000 crack 10 22 36 Imp. Const. 40 0NC1CTA323 12 1186000 crack 10 22 36 Imp. Const. 40 0NC1CTA331 16 334000 crack 10 26 36 Imp. Const. 40 0NC1CTA332 16 598000 crack 10 26 36 Imp. Const. 40 0NC1CTA333 16 433000 crack 10 26 36 Imp. Const. 40 0NC1CTA341 20 185000 crack 10 30 36 Imp. Const. 40 0NC1CTA342 20 141000 crack 10 30 36 Imp. Const. 40 0NC1CTA343 20 274000 crack 10 30 36 Imp. Const. 60 0NC1CBA131 16 353000 crack -6 10 36 Imp. Const. 60 0NC*CBA132 16 276000 crack -6 10 36 Imp. Const. 60 0NC1CBA133 16 291000 crack -6 10 36 Imp. Const. 60 0NC1CBA141 20 186000 crack -6 14 36 Imp. Const. 60 0NC1CBA142 20 158000 crack -6 14 36 (continued on next page)

433 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 60 0NC1CBA143 20 204000 crack -6 14 36 Imp. Const. 60 0NC1CBA151 24 89300 crack -6 18 36 Imp. Const. 60 0NC1CBA152 24 97000 crack -6 18 36 Imp. Const. 60 0NC1CBA153 24 70500 crack -6 18 36 Imp. Const. 60 0NC1CBA221 12 1769000 crack 2 14 36 Imp. Const. 60 0NC1CBA222 12 1139000 crack 2 14 36 Imp. Const. 60 0NC1CBA223 12 1109000 crack 2 14 36 Imp. Const. 60 0NC1CBA231 16 500000 crack 2 18 36 Imp. Const. 60 0NC1CBA232 16 444000 crack 2 18 36 Imp. Const. 60 0NC1CBA233 16 410000 crack 2 18 36 Imp. Const. 60 0NC1CBA241 20 208000 crack 2 22 36 Imp. Const. 60 0NC1CBA242 20 176000 crack 2 22 36 Imp. Const. 60 0NC1CBA243 20 155000 crack 2 22 36 Imp. Const. 60 0NC1CBA311 8 3589000 crack 10 18 36 Imp. Const. 60 0NC1CBA312 8 3461000 crack 10 18 36 Imp. Const. 60 0NC1CBA313 8 4707000 crack 10 18 36 Imp. Const. 60 0NC1CBA321 12 1113000 crack 10 22 36 Imp. Const. 60 0NC1CBA322 12 879000 crack 10 22 36 Imp. Const. 60 0NC1CBA323 12 908000 crack 10 22 36 Imp. Const. 60 0NC1CBA331 16 278000 crack 10 26 36 Imp. Const. 60 0NC1CBA332 16 473000 crack 10 26 36 Imp. Const. 60 0NC1CBA333 16 523000 crack 10 26 36 Imp. Const. 60 0NC1CBA341 20 120000 crack 10 30 36 Imp. Const. 60 0NC1CBA342 20 148000 crack 10 30 36 Imp. Const. 60 0NC1CBA343 20 234000 crack 10 30 36 Imp. Const. 50 0NC1CBA131 16 308000 crack -6 10 36 Imp. Const. 50 0NC1CBA132 16 157000 crack -6 10 36 Imp. Const. 50 0NC1CBA133 16 199000 crack -6 10 36 Imp. Const. 50 0NC1CBA141 20 186000 crack -6 14 36 Imp. Const. 50 0NC1CBA142 20 158000 crack -6 14 36 Imp. Const. 50 0NC1CBA143 20 122000 crack -6 14 36 Imp. Const. 50 0NC1CBA151 24 77000 crack -6 18 36 Imp. Const. 50 0NC1CBA152 24 47500 crack -6 18 36 Imp. Const. 50 0NC1CBA153 24 53600 crack -6 18 36 Imp. Const. 50 0NC1CBA221 12 558000 crack 2 14 36 Imp. Const. 50 0NC1CBA222 12 433000 crack 2 14 36 Imp. Const. 50 0NC1CBA223 12 441000 crack 2 14 36 Imp. Const. 50 0NC1CBA231 16 232000 crack 2 18 36 Imp. Const. 50 0NC1CBA232 16 179000 crack 2 18 36 (continued on next page)

434 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 50 0NC1CBA233 16 198000 crack 2 18 36 Imp. Const. 50 0NC1CBA241 20 99700 crack 2 22 36 Imp. Const. 50 0NC1CBA242 20 103000 crack 2 22 36 Imp. Const. 50 0NC1CBA243 20 142000 crack 2 22 36 Imp. Const. 50 0NC1CBA311 8 1534000 crack 10 18 36 Imp. Const. 50 0NC1CBA312 8 1212000 crack 10 18 36 Imp. Const. 50 0NC1CBA313 8 1374000 crack 10 18 36 Imp. Const. 50 0NC1CBA321 12 386000 crack 10 22 36 Imp. Const. 50 0NC1CBA322 12 313000 crack 10 22 36 Imp. Const. 50 0NC1CBA323 12 551000 crack 10 22 36 Imp. Const. 50 0NC1CBA331 16 150000 crack 10 26 36 Imp. Const. 50 0NC1CBA332 16 209000 crack 10 26 36 Imp. Const. 50 0NC1CBA333 16 221000 crack 10 26 36 Imp. Const. 50 0NC1CBA341 20 68700 crack 10 30 36 Imp. Const. 50 0NC1CBA342 20 101000 crack 10 30 36 Imp. Const. 50 0NC1CBA343 20 136000 crack 10 30 36 Imp. Const. 27 0NC1PWA131 30 677000 crack -10 20 36 Imp. Const. 26 0NC1PWA132 30 506000 crack -10 20 36 Imp. Const. 25 0NC1PWA141 36 413000 crack -10 26 36 Imp. Const. 20 0NC1PWA142 36 432000 crack -10 26 36 Imp. Const. 27 0NC1PWA151 42 113000 crack -10 32 36 Imp. Const. 27 0NC1PWA152 42 258000 crack -10 32 36 Imp. Const. 20 0NC1PWA221 24 1577000 crack 2 26 36 Imp. Const. 20 0NC1PWA222 24 1910000 crack 2 26 36 Imp. Const. 20 0NC1PWA231 30 705000 crack 2 32 36 Imp. Const. 25 0NC1PWA232 30 832000 crack 2 32 36 Imp. Const. 20 0NC1PWA241 36 389000 crack 2 38 36 Imp. Const. 20 0NC1PWA242 36 546000 crack 2 38 36 Imp. Const. 20 0NC1PWA311 18 10200000 runout 14 32 36 Imp. Const. 25 0NC1PWA312 18 9654000 crack 14 32 36 Imp. Const. 20 0NC1PWA321 24 1490000 crack 14 38 36 Imp. Const. 20 0NC1PWA322 24 2021000 crack 14 38 36 Imp. Const. 20 0NC1PWB131 30 855000 crack -10 20 50 Imp. Const. 20 0NC1PWB132 30 998000 crack -10 20 50 Imp. Const. 20 0NC1PWB141 36 505000 crack -10 26 50 Imp. Const. 25 0NC1PWB142 36 514000 crack -10 26 50 Imp. Const. 26 0NC1PWB151 42 149000 crack -10 32 50 Imp. Const. 20 0NC1PWB152 42 317000 crack -10 32 50 Imp. Const. 26 0NC1PWB221 24 1292000 crack 2 26 50 (continued on next page)

435 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 25 0NC1PWB222 24 1593000 crack 2 26 50 Imp. Const. 20 0NC1PWB231 30 742000 crack 2 32 50 Imp. Const. 20 0NC1PWB232 30 1129000 crack 2 32 50 Imp. Const. 20 0NC1PWB241 36 481000 crack 2 38 50 Imp. Const. 20 0NC1PWB242 36 382000 crack 2 38 50 Imp. Const. 25 0NC1PWB311 18 3080000 crack 14 32 50 Imp. Const. 20 0NC1PWB312 18 4465000 crack 14 32 50 Imp. Const. 25 0NC1PWB321 24 1523000 crack 14 38 50 Imp. Const. 20 0NC1PWB322 24 2054000 crack 14 38 50 Imp. Const. 20 0NC1PWB331 30 563000 crack 14 44 50 Imp. Const. 25 0NC1PWB332 30 847000 crack 14 44 50 Imp. Const. 26 0NC1PWB341 36 192000 crack 14 50 50 Imp. Const. 25 0NC1PWB342 36 719000 crack 14 50 50 Imp. Const. 27 0NC1PWC131 30 783000 crack -10 20 100 Imp. Const. 27 0NC1PWC132 30 858000 crack -10 20 100 Imp. Const. 20 0NC1PWC141 36 486000 crack -10 26 100 Imp. Const. 21 0NC1PWC142 36 561000 crack -10 26 100 Imp. Const. 21 0NC1PWC151 42 389000 crack -10 32 100 Imp. Const. 25 0NC1PWC152 42 397000 crack -10 32 100 Imp. Const. 20 0NC1PWC221 24 2228000 crack 2 26 100 Imp. Const. 20 0NC1PWC222 24 1526000 crack 2 26 100 Imp. Const. 20 0NC1PWC231 30 693000 crack 2 32 100 Imp. Const. 20 0NC1PWC232 30 685000 crack 2 32 100 Imp. Const. 20 0NC1PWC241 36 357000 crack 2 38 100 Imp. Const. 25 0NC1PWC242 36 452000 crack 2 38 100 Imp. Const. 20 0NC1PWC311 18 2368000 crack 14 32 100 Imp. Const. 20 0NC1PWC312 18 2137000 crack 14 32 100 Imp. Const. 20 0NC1PWC321 24 1319000 crack 14 38 100 Imp. Const. 20 0NC1PWC322 24 1466000 crack 14 38 100 Imp. Const. 20 0NC1PWC331 30 670000 crack 14 44 100 Imp. Const. 20 0NC1PWC332 30 1020000 crack 14 44 100 Imp. Const. 25 0NC1PWC341 36 319000 crack 14 50 100 Imp. Const. 25 0NC1PWC342 36 534000 crack 14 50 100 Imp. Const. 15 0NC1PRA131 30 1505000 crack -10 20 36 Imp. Const. 10 0NC1PRA132 30 4910000 runout -10 20 36 Imp. Const. 15 0NC1PRA141 36 1290000 crack -10 26 36 Imp. Const. 15 0NC1PRA142 36 1343000 crack -10 26 36 Imp. Const. 15 0NC1PRA151 42 623000 crack -10 32 36 Imp. Const. 10 0NC1PRA152 42 1070000 crack -10 32 36 (continued on next page)

436 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 10 0NC1PRA231 30 12200000 runout 2 32 36 Imp. Const. 10 0NC1PRA232 30 10500000 runout 2 32 36 Imp. Const. 10 0NC1PRA241 36 855000 crack 2 38 36 Imp. Const. 10 0NC1PRA242 36 998000 crack 2 38 36 Imp. Const. 15 0NC1PRB141 36 1207000 crack -10 26 50 Imp. Const. 15 0NC1PRB142 36 826000 crack -10 26 50 Imp. Const. 15 0NC1PRB151 42 1001000 crack -10 32 50 Imp. Const. 10 0NC1PRB152 42 1820000 crack -10 32 50 Imp. Const. 10 0NC1PRB231 30 2677000 crack 2 32 50 Imp. Const. 10 0NC1PRB241 36 1519000 crack 2 38 50 Imp. Const. 15 0NC1PRB242 36 978000 crack 2 38 50 Imp. Const. 10 0NC1PRB251 42 592000 crack 2 44 50 Imp. Const. 10 0NC1PRB252 42 692000 crack 2 44 50 Imp. Const. 15 0NC1PRB331 30 2401000 crack 14 44 50 Imp. Const. 15 0NC1PRB341 36 5850000 crack 14 50 50 Imp. Const. 15 0NC1PRB342 36 846000 crack 14 50 50 Imp. Const. 20 0NC1FSA221 15.8 5808000 crack 1.7 -1 36 Imp. Const. 20 0NC1FSA211 17.5 6953000 crack 1.9 -1 36 Imp. Const. 20 0NC1FSA212 13.5 6117000 crack 1.5 -1 36 Imp. Const. 20 0NC1FSA212 17.8 7754000 crack 2 -1 36 Imp. Const. 20 0NC1FSA213 18 6413000 crack 2 -1 36 Imp. Const. 20 0NC1FSA213 13.3 9105000 crack 1.5 -1 36 Imp. Const. 20 0NC1FSA311 18 10500000 runout 14 -1 36 Imp. Const. 20 0NC1FSA312 18 12200000 runout 14 -1 36 Imp. Const. 20 0NC1FSA313 18 11400000 runout 14 -1 36 Imp. Const. 20 0NC1FSA121 22.7 2908000 crack -9.5 -1 36 Imp. Const. 21 0NC1FSA121 18.4 3687000 crack 7.7 -1 36 Imp. Const. 21 0NC1FSA122 23.7 3508000 crack 9.9 -1 36 Imp. Const. 21 0NC1FSA123 21.8 1945000 crack 9.1 -1 36 Imp. Const. 21 0NC1FSA123 23.3 2897000 crack 9.7 -1 36 Imp. Const. 20 0NC1FSA221 23.7 2255000 crack 2 -1 36 Imp. Const. 21 0NC1FSA221 20.6 2255000 crack -1.8 -1 36 Imp. Const. 20 0NC1FSA223 25.7 1575000 crack 2.1 -1 36 Imp. Const. 20 0NC1FSA223 23.5 2257000 crack 2 -1 36 Imp. Const. 20 0NC1FSA322 24.3 2539000 crack 14.2 -1 36 Imp. Const. 20 0NC1FSA323 22.2 4769000 crack 12.9 -1 36 Imp. Const. 20 0NC1FSA131 27.3 2227000 crack -9.1 -1 36 Imp. Const. 20 0NC1FSA132 28.9 1217000 crack -9.6 -1 36 Imp. Const. 20 0NC1FSA132 29.2 1516000 crack -9.7 -1 36 (continued on next page)

437 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 20 0NC1FSA133 27.5 965000 crack -9.2 -1 36 Imp. Const. 20 0NC1FSA133 28.7 1135000 crack -9.6 -1 36 Imp. Const. 20 0NC1FSA231 29.6 1205000 crack 2 -1 36 Imp. Const. 20 0NC1FSA232 30.7 782000 crack 2 -1 36 Imp. Const. 20 0NC1FSA232 29.6 782000 crack 2 -1 36 Imp. Const. 21 0NC1FSA141 34 883000 crack 9.4 -1 36 Imp. Const. 20 0NC1FSA141 34.5 1185000 crack -9.6 -1 36 Imp. Const. 20 0NC1FSA142 35.3 1160000 crack -9.8 -1 36 Imp. Const. 20 0NC1FSA143 31 914000 crack -8.6 -1 36 Imp. Const. 20 0NC1FSA143 31 914000 crack -8.6 -1 36 Imp. Const. 20 0NC1FSA241 30.8 334000 crack 1.7 -1 36 Imp. Const. 20 0NC1FSA241 26.6 749000 crack 1.5 -1 36 Imp. Const. 20 0NC1FSA243 35.3 691000 crack 1.9 -1 36 Imp. Const. 20 0NC1FSB312 13 10550000 crack 10.2 -1 50 Imp. Const. 20 0NC1FSB221 22.6 1859000 crack 1.9 -1 50 Imp. Const. 20 0NC1FSB222 24 1917000 crack 2 -1 50 Imp. Const. 20 0NC1FSB223 24.1 1035000 crack 2 -1 50 Imp. Const. 20 0NC1FSB321 22.3 2289000 crack 13.1 -1 50 Imp. Const. 20 0NC1FSB322 20.3 2520000 crack 11.8 -1 50 Imp. Const. 20 0NC1FSB322 24 10500000 runout 14 -1 50 Imp. Const. 21 0NC1FSB132 29.2 1491000 crack 9.8 -1 50 Imp. Const. 21 0NC1FSB133 24.5 1201000 crack 8.2 -1 50 Imp. Const. 20 0NC1FSB133 27.9 1523000 crack -9.3 -1 50 Imp. Const. 20 0NC1FSB231 29 970000 crack 1.9 -1 50 Imp. Const. 20 0NC1FSB232 30 949000 crack 2 -1 50 Imp. Const. 20 0NC1FSB232 27.5 1498000 crack 1.8 -1 50 Imp. Const. 20 0NC1FSB233 27.9 1091000 crack 1.9 -1 50 Imp. Const. 20 0NC1FSB233 28.6 1375000 crack 1.9 -1 50 Imp. Const. 20 0NC1FSB331 30.6 560000 crack 14.3 -1 50 Imp. Const. 20 0NC1FSB332 28.1 818000 crack 13.1 -1 50 Imp. Const. 20 0NC1FSB332 30.8 1414000 crack 14.4 -1 50 Imp. Const. 21 0NC1FSB141 36 425000 crack 10 -1 50 Imp. Const. 20 0NC1FSB142 34.2 776000 crack -9.5 -1 50 Imp. Const. 21 0NC1FSB143 35.5 636000 crack 9.9 -1 50 Imp. Const. 20 0NC1FSB143 33.2 961000 crack -9.2 -1 50 Imp. Const. 20 0NC1FSB241 36.4 821000 crack 2 -1 50 Imp. Const. 20 0NC1FSB242 35 288000 crack 1.9 -1 50 Imp. Const. 20 0NC1FSB243 35.4 775000 crack 2 -1 50 Imp. Const. 20 0NC1FSB341 35.8 543000 crack 14 -1 50 (continued on next page)

438 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 20 0NC1FSB341 35 989000 crack 13.6 -1 50 Imp. Const. 20 0NC1FSB342 30.8 471000 crack 12 -1 50 Imp. Const. 20 0NC1FSB343 34.3 511000 crack 7.9 -1 50 Imp. Const. 20 0NC1FSC311 12.5 3704000 crack 9.7 -1 100 Imp. Const. 20 0NC1FSC311 17.6 9807000 crack 13.7 -1 100 Imp. Const. 20 0NC1FSC313 17.4 2807000 crack 13.5 -1 100 Imp. Const. 20 0NC1FSC221 22.8 2021000 crack 1.9 -1 100 Imp. Const. 20 0NC1FSC222 24.7 2479000 crack 2 -1 100 Imp. Const. 20 0NC1FSC223 23.1 1302000 crack 1.9 -1 100 Imp. Const. 20 0NC1FSC223 15 5706000 crack 1.2 -1 100 Imp. Const. 20 0NC1FSC321 24.2 1031000 crack 14.2 -1 100 Imp. Const. 20 0NC1FSC323 24 1102000 crack 14 -1 100 Imp. Const. 21 0NC1FSC131 27.5 1259000 crack 9.2 -1 100 Imp. Const. 21 0NC1FSC132 30 1263000 crack 10 -1 100 Imp. Const. 21 0NC1FSC132 21.7 1592000 crack 7.2 -1 100 Imp. Const. 20 0NC1FSC133 29.2 887000 crack -9.7 -1 100 Imp. Const. 20 0NC1FSC231 29.2 658000 crack 1.9 -1 100 Imp. Const. 20 0NC1FSC232 23.8 1211000 crack 1.6 -1 100 Imp. Const. 20 0NC1FSC233 27.9 1112000 crack 1.9 -1 100 Imp. Const. 20 0NC1FSC333 29.2 1184000 crack 13.6 -1 100 Imp. Const. 21 0NC1FSC141 35 562000 crack 9.7 -1 100 Imp. Const. 21 0NC1FSC142 34.3 483000 crack 9.5 -1 100 Imp. Const. 20 0NC1FSC241 33 341000 crack 1.8 -1 100 Imp. Const. 20 0NC1FSC241 36.4 562000 crack 2 -1 100 Imp. Const. 20 0NC1FSC242 34.4 403000 crack 1.9 -1 100 Imp. Const. 20 0NC1FSC242 29.1 403000 crack 1.6 -1 100 Imp. Const. 20 0NC1FSC341 36 334000 crack 14 -1 100 Imp. Const. 20 0NC1FSC343 35.9 1001000 crack 12.3 -1 100 Imp. Const. 80 0NC1FSA122 22.6 3778000 crack -9.4 -1 36 Imp. Const. 80 0NC1FSA222 24 10300000 runout 2 -1 36 Imp. Const. 70 0NC1FSA222 24 10300000 runout 2 -1 36 Imp. Const. 80 0NC1FSA321 24 1834000 crack 14 -1 36 Imp. Const. 80 0NC1FSA322 24 10900000 runout 14 -1 36 Imp. Const. 70 0NC1FSA322 24 10900000 runout 14 -1 36 Imp. Const. 70 0NC1FSA323 24.3 3137000 crack 14.2 -1 36 Imp. Const. 80 0NC1FSA131 28 989000 crack -9.3 -1 36 Imp. Const. 80 0NC1FSA231 30 3910000 runout 2 -1 36 Imp. Const. 70 0NC1FSA231 30 3910000 runout 2 -1 36 Imp. Const. 70 0NC1FSA233 30.3 803000 crack 2 -1 36 (continued on next page)

439 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 80 0NC1FSA233 29.2 1743000 crack 1.9 -1 36 Imp. Const. 80 0NC1FSA142 36 734000 crack -10 -1 36 Imp. Const. 70 0NC1FSA241 34.2 749000 crack 1.9 -1 36 Imp. Const. 80 0NC1FSA242 36 456000 crack 2 -1 36 Imp. Const. 70 0NC1FSA242 35.3 1039000 crack 2 -1 36 Imp. Const. 80 0NC1FSA243 36 427000 crack 2 -1 36 Imp. Const. 80 0NC1FSB313 18 3068000 crack 14 -1 50 Imp. Const. 80 0NC1FSB221 22.3 2627000 crack 1.8 -1 50 Imp. Const. 80 0NC1FSB222 24 1592000 crack 2 -1 50 Imp. Const. 80 0NC1FSB223 24 828000 crack 2 -1 50 Imp. Const. 80 0NC1FSB321 24 1239000 crack 14 -1 50 Imp. Const. 80 0NC1FSB323 24 1366000 crack 14 -1 50 Imp. Const. 70 0NC1FSB323 24.3 3056000 crack 14.2 -1 50 Imp. Const. 70 0NC1FSB131 29.9 1147000 crack -9.9 -1 50 Imp. Const. 80 0NC1FSB131 28 1288000 crack -9.3 -1 50 Imp. Const. 70 0NC1FSB132 29.6 1321000 crack -9.9 -1 50 Imp. Const. 80 0NC1FSB231 25.8 422000 crack 1.7 -1 50 Imp. Const. 80 0NC1FSB331 30 514000 crack 14 -1 50 Imp. Const. 80 0NC1FSB333 30 521000 crack 14.4 -1 50 Imp. Const. 70 0NC1FSB333 30 1354000 crack 14.4 -1 50 Imp. Const. 80 0NC1FSB141 36 839000 crack -10 -1 50 Imp. Const. 80 0NC1FSB142 36 733000 crack -10 -1 50 Imp. Const. 80 0NC1FSB241 35.7 505000 crack 2 -1 50 Imp. Const. 80 0NC1FSB242 36 288000 crack 2 -1 50 Imp. Const. 80 0NC1FSB243 36 299000 crack 2 -1 50 Imp. Const. 80 0NC1FSB342 36 333000 crack 14 -1 50 Imp. Const. 80 0NC1FSB343 36 325000 crack 14 -1 50 Imp. Const. 80 0NC1FSC312 18.9 835000 crack 14.8 -1 100 Imp. Const. 70 0NC1FSC312 18.4 9840000 runout 14 -1 100 Imp. Const. 70 0NC1FSC313 18 12200000 runout 14 -1 100 Imp. Const. 80 0NC1FSC313 18 12200000 runout 14 -1 100 Imp. Const. 80 0NC1FSC221 24 1500000 crack 2 -1 100 Imp. Const. 80 0NC1FSC222 22.2 1170000 crack 1.9 -1 100 Imp. Const. 80 0NC1FSC321 24 657000 crack 14 -1 100 Imp. Const. 80 0NC1FSC322 24 658000 crack 14 -1 100 Imp. Const. 70 0NC1FSC322 24 800000 crack 14 -1 100 Imp. Const. 80 0NC1FSC323 24 566000 crack 14 -1 100 Imp. Const. 70 0NC1FSC131 29.6 1259000 crack -9.8 -1 100 Imp. Const. 80 0NC1FSC132 26 1592000 crack -8.7 -1 100 (continued on next page)

440 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 80 0NC1FSC133 30 1239000 crack -10 -1 100 Imp. Const. 80 0NC1FSC231 29.6 759000 crack 2 -1 100 Imp. Const. 80 0NC1FSC232 30 953000 crack 2 -1 100 Imp. Const. 80 0NC1FSC233 30 532000 crack 2 -1 100 Imp. Const. 80 0NC1FSC331 29.8 406000 crack 13.9 -1 100 Imp. Const. 70 0NC1FSC331 30.3 907000 crack 14.2 -1 100 Imp. Const. 80 0NC1FSC332 27.8 764000 crack 13 -1 100 Imp. Const. 70 0NC1FSC332 30.8 1310000 crack 14.4 -1 100 Imp. Const. 80 0NC1FSC333 28.8 511000 crack 13.4 -1 100 Imp. Const. 80 0NC1FSC141 35.1 700000 crack -9.7 -1 100 Imp. Const. 80 0NC1FSC142 36 483000 crack -10 -1 100 Imp. Const. 70 0NC1FSC143 35.8 463000 crack -10 -1 100 Imp. Const. 80 0NC1FSC143 34.9 811000 crack -9.7 -1 100 Imp. Const. 80 0NC1FSC243 36 333000 crack 2 -1 100 Imp. Const. 70 0NC1FSC243 36 731000 crack 2 -1 100 Imp. Const. 70 0NC1FSC341 29.6 274000 crack 11.6 -1 100 Imp. Const. 80 0NC1FSC342 35.5 335000 crack 13.8 -1 100 Imp. Const. 70 0NC1FSC342 35.5 619000 crack 13.8 -1 100 Imp. Const. 80 0NC1FSC343 32.5 343000 crack 14 -1 100 Imp. Const. 17 0NC1PRB141 36 4799000 crack -10 -1 50 Imp. Const. 11 0NC1PRB142 36 4456000 crack -10 -1 50 Imp. Const. 15 0NC1PRB151 42 1670000 crack -10 -1 50 Imp. Const. 15 0NC1PRB151 42 1670000 crack -10 -1 50 Imp. Const. 10 0NC1PRB231 30 10800000 runout 2 -1 50 Imp. Const. 10 0NC1PRB241 36 1857000 crack 2 -1 50 Imp. Const. 10 0NC1PRB251 42 845000 crack 2 -1 50 Imp. Const. 10 0NC1PRB331 30 6382000 crack 14 -1 50 Imp. Const. 10 0NC1PRB341 36 7866000 crack 14 -1 50 Imp. Const. 90 0NC2SCB211 13.7 2893000 crack 1.5 -1 50 Imp. Const. 90 0NC2SCB212 13.7 9740000 runout 1.5 -1 50 Imp. Const. 90 0NC2SCB213 13.7 7040000 runout 1.5 -1 50 Imp. Const. 90 0NC2SCB311 13.7 13100000 runout 10.6 -1 50 Imp. Const. 90 0NC2SCB312 13.7 3197000 crack 10.6 -1 50 Imp. Const. 90 0NC2SCB221 18.2 2907000 crack 1.5 -1 50 Imp. Const. 90 0NC2SCB222 18.2 3165000 crack 1.5 -1 50 Imp. Const. 90 0NC2SCB223 18.2 2320000 runout 1.5 -1 50 Imp. Const. 90 0NC2SCB321 18.2 1830000 runout 10.6 -1 50 Imp. Const. 90 0NC2SCB322 18.2 1481000 crack 10.6 -1 50 Imp. Const. 90 0NC2SCB131 22.8 1119000 crack -7.6 -1 50 (continued on next page)

441 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 90 0NC2SCB132 22.8 1210000 crack -7.6 -1 50 Imp. Const. 90 0NC2SCB231 22.8 774000 crack 1.5 -1 50 Imp. Const. 90 0NC2SCB232 22.8 860000 crack 1.5 -1 50 Imp. Const. 90 0NC2SCB233 22.8 1030000 runout 1.5 -1 50 Imp. Const. 90 0NC2SCB331 22.8 1150000 crack 10.6 -1 50 Imp. Const. 90 0NC2SCB332 22.8 819000 crack 10.6 -1 50 Imp. Const. 90 0NC2SCB141 27.4 867000 crack -7.6 -1 50 Imp. Const. 90 0NC2SCB142 27.4 574000 crack -7.6 -1 50 Imp. Const. 90 0NC2SCB241 27.4 521000 crack 1.5 -1 50 Imp. Const. 90 0NC2SCB242 27.4 676000 crack 1.5 -1 50 Imp. Const. 90 0NC2SCB243 27.4 669000 crack 1.5 -1 50 Imp. Const. 90 0NC2SAB111 17.6 4770000 crack 4.4 -1 50 Imp. Const. 90 0NC2SAB112 17.6 3190000 crack 4.4 -1 50 Imp. Const. 90 0NC2SAB113 17.6 3425000 crack 4.4 -1 50 Imp. Const. 90 0NC2SAB114 17.6 6227000 crack 4.4 -1 50 Imp. Const. 90 0NC2SAB221 23.8 883000 crack 6.9 -1 50 Imp. Const. 90 0NC2SAB222 23.8 1017000 crack 6.9 -1 50 Imp. Const. 90 0NC2SAB223 23.8 1161000 crack 6.9 -1 50 Imp. Const. 90 0NC2SAB224 23.8 1064000 crack 6.9 -1 50 Imp. Const. 90 0NC2SGB211 15.4 4433000 crack 1.7 -1 50 Imp. Const. 90 0NC2SGC212 15.4 3016000 crack 1.7 -1 100 Imp. Const. 90 0NC2SGB311 15.4 4869000 crack 12 -1 50 Imp. Const. 90 0NC2SGB312 15.4 2293000 crack 12 -1 50 Imp. Const. 90 0NC2SGB221 20.5 1939000 crack 1.7 -1 50 Imp. Const. 90 0NC2SGC222 20.5 838000 crack 1.7 -1 100 Imp. Const. 90 0NC2SGB321 20.5 769000 crack 12 -1 50 Imp. Const. 90 0NC2SGB322 20.5 1210000 crack 12 -1 50 Imp. Const. 90 0NC2SGB323 20.5 774000 crack 12 -1 50 Imp. Const. 90 0NC2SGB231 25.7 643000 crack 1.7 -1 50 Imp. Const. 90 0NC2SGC232 25.7 452000 crack 1.7 -1 100 Imp. Const. 90 0NC2SGB331 25.7 413000 crack 12 -1 50 Imp. Const. 90 0NC2SGB332 25.7 500000 crack 12 -1 50 Imp. Const. 90 0NC2SGC333 25.7 401000 crack 12 -1 100 Imp. Const. 90 0NC2SBB221 20.5 1264000 crack 1.7 -1 50 Imp. Const. 90 0NC2SBB222 20.5 1409000 crack 1.7 -1 50 Imp. Const. 90 0NC2SBB321 20.5 1388000 crack 1.7 -1 50 Imp. Const. 90 0NC2SBB322 20.5 1401000 crack 1.7 -1 50 Imp. Const. 90 0NC2SBB231 25.7 1037000 crack 1.7 -1 50 Imp. Const. 90 0NC2SBB232 25.7 561000 crack 1.7 -1 50 (continued on next page)

442 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 90 0NC2SBB331 25.7 577000 crack 1.7 -1 50 Imp. Const. 90 0NC2SBB332 25.7 555000 crack 1.7 -1 50 Imp. Const. 90 0NC2SGB211 13.7 4430000 runout 1.5 -1 50 Imp. Const. 90 0NC2SGC212 13.7 1790000 crack 1.5 -1 100 Imp. Const. 90 0NC2SGC212 13.7 1790000 crack 1.5 -1 100 Imp. Const. 90 0NC2SGB311 13.7 5230000 runout 10.7 -1 50 Imp. Const. 90 0NC2SGB312 13.7 2204000 crack 10.7 -1 50 Imp. Const. 90 0NC2SGB312 13.7 2012000 crack 10.7 -1 50 Imp. Const. 90 0NC2SGB221 18.3 1165000 crack 1.5 -1 50 Imp. Const. 90 0NC2SGC222 18.3 838000 crack 1.5 -1 100 Imp. Const. 90 0NC2SGC222 18.3 838000 crack 1.5 -1 100 Imp. Const. 90 0NC2SGB321 18.3 1063000 crack 10.7 -1 50 Imp. Const. 90 0NC2SGB322 18.3 1553000 crack 10.7 -1 50 Imp. Const. 90 0NC2SGB323 18.3 1131000 crack 10.7 -1 50 Imp. Const. 90 0NC2SGB231 22.9 552000 crack 1.5 -1 50 Imp. Const. 90 0NC2SGC232 22.9 452000 crack 1.5 -1 100 Imp. Const. 90 0NC2SGC232 22.9 452000 crack 1.5 -1 100 Imp. Const. 90 0NC2SGB332 22.9 786000 crack 10.7 -1 50 Imp. Const. 90 0NC2SGB332 22.9 481000 crack 10.7 -1 50 Imp. Const. 90 0NC2SGC333 22.9 537000 crack 10.7 -1 100 Imp. Const. 90 0NC2SBB221 18.3 1264000 crack 1.5 -1 50 Imp. Const. 90 0NC2SBB222 18.3 1234000 crack 1.5 -1 50 Imp. Const. 90 0NC2SBB321 18.3 1388000 crack 1.5 -1 50 Imp. Const. 90 0NC2SBB321 18.3 1388000 crack 1.5 -1 50 Imp. Const. 90 0NC2SBB322 18.3 1329000 crack 1.5 -1 50 Imp. Const. 90 0NC2SBB322 18.3 1401000 crack 1.5 -1 50 Imp. Const. 90 0NC2SBB231 22.9 718000 crack 1.5 -1 50 Imp. Const. 90 0NC2SBB231 22.9 718000 crack 1.5 -1 50 Imp. Const. 90 0NC2SBB232 22.9 533000 crack 1.5 -1 50 Imp. Const. 90 0NC2SBB232 22.9 533000 crack 1.5 -1 50 Imp. Const. 90 0NC2SBB331 22.9 684000 crack 1.5 -1 50 Imp. Const. 90 0NC2SBB331 22.9 684000 crack 1.5 -1 50 Imp. Const. 90 0NC2SBB332 22.9 499000 crack 1.5 -1 50 Imp. Const. 90 0NC2SBB332 22.9 725000 crack 1.5 -1 50 Imp. Const. 100 0NC2SCB211 14.4 2616000 crack 1.6 -1 50 Imp. Const. 100 0NC2SCB212 14.4 3787000 crack 1.6 -1 50 Imp. Const. 100 0NC2SCB213 14.4 4512000 crack 1.6 -1 50 Imp. Const. 100 0NC2SCB311 14.4 4741000 crack 11.2 -1 50 Imp. Const. 100 0NC2SCB312 14.4 3197000 crack 11.2 -1 50 (continued on next page)

443 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 100 0NC2SCB221 19.2 1691000 crack 1.6 -1 50 Imp. Const. 100 0NC2SCB222 19.2 1329000 crack 1.6 -1 50 Imp. Const. 100 0NC2SCB223 19.2 807000 crack 1.6 -1 50 Imp. Const. 100 0NC2SCB321 19.2 1438000 crack 11.2 -1 50 Imp. Const. 100 0NC2SCB322 19.2 1092000 crack 11.2 -1 50 Imp. Const. 100 0NC2SCB131 23.9 584000 crack -8 -1 50 Imp. Const. 100 0NC2SCB132 23.9 579000 crack -8 -1 50 Imp. Const. 100 0NC2SCB231 23.9 492000 crack 1.6 -1 50 Imp. Const. 100 0NC2SCB232 23.9 527000 crack 1.6 -1 50 Imp. Const. 100 0NC2SCB233 23.9 421000 crack 1.6 -1 50 Imp. Const. 100 0NC2SCB331 23.9 322000 crack 11.2 -1 50 Imp. Const. 100 0NC2SCB332 23.9 428000 crack 11.2 -1 50 Imp. Const. 100 0NC2SCB141 28.7 355000 crack -8 -1 50 Imp. Const. 100 0NC2SCB142 28.7 302000 crack -8 -1 50 Imp. Const. 100 0NC2SCB241 28.7 214000 crack 1.6 -1 50 Imp. Const. 100 0NC2SCB242 28.7 361000 crack 1.6 -1 50 Imp. Const. 100 0NC2SCB243 28.7 495000 crack 1.6 -1 50 Imp. Const. 100 0NC2SGB211 13.8 6620000 runout 1.5 -1 50 Imp. Const. 100 0NC2SGC212 13.8 3850000 runout 1.5 -1 100 Imp. Const. 100 0NC2SGB311 13.8 6060000 runout 10.7 -1 50 Imp. Const. 100 0NC2SGB312 13.8 2012000 crack 10.7 -1 50 Imp. Const. 100 0NC2SGB221 18.4 1742000 crack 1.5 -1 50 Imp. Const. 100 0NC2SGC222 18.4 1366000 crack 1.5 -1 100 Imp. Const. 100 0NC2SGB321 18.4 1316000 crack 10.7 -1 50 Imp. Const. 100 0NC2SGB322 18.4 1553000 crack 10.7 -1 50 Imp. Const. 100 0NC2SGB323 18.4 1261000 crack 10.7 -1 50 Imp. Const. 100 0NC2SGB231 22.9 676000 crack 1.5 -1 50 Imp. Const. 100 0NC2SGC232 22.9 737000 crack 1.5 -1 100 Imp. Const. 100 0NC2SGB331 22.9 786000 crack 10.7 -1 50 Imp. Const. 100 0NC2SGB332 22.9 700000 crack 10.7 -1 50 Imp. Const. 100 0NC2SGC333 22.9 627000 crack 10.7 -1 100 Imp. Const. 100 0NC2SGC333 22.9 627000 crack 10.7 -1 100 Imp. Const. 100 0NC2SBB221 18.4 1264000 crack 1.5 -1 50 Imp. Const. 100 0NC2SBB222 18.4 1641000 crack 1.5 -1 50 Imp. Const. 100 0NC2SBB321 18.4 1206000 crack 1.5 -1 50 Imp. Const. 100 0NC2SBB322 18.4 1329000 crack 1.5 -1 50 Imp. Const. 100 0NC2SBB231 22.9 1037000 crack 1.5 -1 50 Imp. Const. 100 0NC2SBB232 22.9 561000 crack 1.5 -1 50 Imp. Const. 100 0NC2SBB331 22.9 804000 crack 1.5 -1 50 (continued on next page)

444 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 100 0NC2SBB332 22.9 950000 crack 1.5 -1 50 Imp. Const. 130 0NC2AQB221 12 10800000 runout 2 -1 50 Imp. Const. 130 0NC2AQB321 12 15600000 runout 2 -1 50 Imp. Const. 130 0NC2AQB131 16 3095000 crack -6 -1 50 Imp. Const. 130 0NC2AQB131 16 3619000 crack -6 -1 50 Imp. Const. 130 0NC2AQB231 16 3113000 crack 2 -1 50 Imp. Const. 130 0NC2AQB331 16 3703000 crack 10 -1 50 Imp. Const. 130 0NC2AQB141 20 1096000 crack -6 -1 50 Imp. Const. 130 0NC2AQB141 20 1096000 crack -6 -1 50 Imp. Const. 130 0NC2AQB241 20 1616000 crack 2 -1 50 Imp. Const. 130 0NC2AQB241 20 1861000 crack 2 -1 50 Imp. Const. 130 0NC2AQB341 20 1593000 crack 10 -1 50 Imp. Const. 130 0NC2AQB341 20 1821000 crack 10 -1 50 Imp. Const. 130 0NC2AQB161 28 353000 crack -6 -1 50 Imp. Const. 130 0NC2AQB161 28 440000 crack -6 -1 50 Imp. Const. 130 0NC2AQB261 28 506000 crack 2 -1 50 Imp. Const. 130 0NC2AQB261 28 521000 crack 2 -1 50 Imp. Const. 130 0NC2A2B221 12 3812000 crack 2 -1 50 Imp. Const. 130 0NC2A2B221 12 3911000 crack 2 -1 50 Imp. Const. 130 0NC2A2B321 12 2881000 crack 10 -1 50 Imp. Const. 130 0NC2A2B321 12 4368000 crack 10 -1 50 Imp. Const. 130 0NC2A2B231 16 1121000 crack 2 -1 50 Imp. Const. 130 0NC2A2B231 16 1258000 crack 2 -1 50 Imp. Const. 130 0NC2A2B331 16 1168000 crack 10 -1 50 Imp. Const. 130 0NC2A2B331 16 1476000 crack 10 -1 50 Imp. Const. 130 0NC2A2B241 20 658000 crack 2 -1 50 Imp. Const. 130 0NC2A2B241 20 685000 crack 2 -1 50 Imp. Const. 130 0NC2A2B341 20 543000 crack 10 -1 50 Imp. Const. 130 0NC2A2B341 20 627000 crack 10 -1 50 Imp. Const. 130 0NC2A2B261 28 242000 crack 2 -1 50 Imp. Const. 130 0NC2A2B261 28 250000 crack 2 -1 50 Imp. Const. 130 0NC2A8B211 8 6111000 crack 2 -1 50 Imp. Const. 130 0NC2A8B211 8 6317000 crack 2 -1 50 Imp. Const. 130 0NC2A8B311 8 2866000 crack 10 -1 50 Imp. Const. 130 0NC2A8B311 8 7004000 crack 10 -1 50 Imp. Const. 130 0NC2A8B221 8.9 2960000 crack 1.5 -1 50 Imp. Const. 130 0NC2A8B221 8.9 3681000 crack 1.5 -1 50 Imp. Const. 130 0NC2A8B221 12 808000 crack 2 -1 50 Imp. Const. 130 0NC2A8B321 12 1147000 crack 10 -1 50 (continued on next page)

445 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 130 0NC2A8B321 12 1225000 crack 10 -1 50 Imp. Const. 130 0NC2A8B131 16 595000 crack -6 -1 50 Imp. Const. 130 0NC2A8B131 16 714000 crack -6 -1 50 Imp. Const. 130 0NC2A8B231 16 491000 crack 2 -1 50 Imp. Const. 130 0NC2A8B231 16 885000 crack 2 -1 50 Imp. Const. 130 0NC2A8B331 16 518000 crack 10 -1 50 Imp. Const. 130 0NC2A8B331 16 714000 crack 10 -1 50 Imp. Const. 130 0NC2A8B141 20 279000 crack -6 -1 50 Imp. Const. 130 0NC2A8B141 20 279000 crack -6 -1 50 Imp. Const. 130 0NC2A8B241 20 192000 crack 2 -1 50 Imp. Const. 130 0NC2A8B241 20 213000 crack 2 -1 50 Imp. Const. 130 0NC2A8B341 14.9 786000 crack 7.4 -1 50 Imp. Const. 130 0NC2A8B341 14.9 855000 crack 7.4 -1 50 Imp. Const. 130 0NC2A8B341 20 175000 crack 10 -1 50 Imp. Const. 130 0NC2A8B341 20 190000 crack 10 -1 50 Imp. Const. 130 0NC2A8B151 24 165000 crack -6 -1 50 Imp. Const. 130 0NC2A8B151 24 165000 crack -6 -1 50 Imp. Const. 130 0NC2A8B251 24 167000 crack 2 -1 50 Imp. Const. 135 0NC2A4B211 8 6023000 crack 2 -1 50 Imp. Const. 135 0NC2A4B212 8 5621000 crack 2 -1 50 Imp. Const. 135 0NC2A4B311 5.9 13600000 runout 7.4 -1 50 Imp. Const. 135 0NC2A4B312 8 9057000 crack 10 -1 50 Imp. Const. 135 0NC2A4B221 12 2439000 crack 2 -1 50 Imp. Const. 135 0NC2A4B222 8.9 4844000 crack 1.5 -1 50 Imp. Const. 135 0NC2A4B321 12 1208000 crack 10 -1 50 Imp. Const. 135 0NC2A4B322 12 2154000 crack 10 -1 50 Imp. Const. 135 0NC2A4B131 16 850000 crack -6 -1 50 Imp. Const. 135 0NC2A4B132 16 931000 crack -6 -1 50 Imp. Const. 135 0NC2A4B231 16 785000 crack 2 -1 50 Imp. Const. 135 0NC2A4B232 16 760000 crack 2 -1 50 Imp. Const. 135 0NC2A4B331 16 732000 crack 10 -1 50 Imp. Const. 135 0NC2A4B332 11.9 2205000 crack 7.4 -1 50 Imp. Const. 135 0NC2A4B141 20 589000 crack -6 -1 50 Imp. Const. 135 0NC2A4B142 20 491000 crack -6 -1 50 Imp. Const. 135 0NC2A4B241 20 593000 crack 2 -1 50 Imp. Const. 135 0NC2A4B242 20 486000 crack 2 -1 50 Imp. Const. 135 0NC2A4B341 20 526000 crack 10 -1 50 Imp. Const. 135 0NC2A4B342 20 440000 crack 10 -1 50 Imp. Const. 135 0NC1A4B161 28 181000 crack -6 -1 50 (continued on next page)

446 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 135 0NC2A4B162 28 161000 crack -6 -1 50 Imp. Const. 135 0NC2A4B261 28 175000 crack 2 -1 50 Imp. Const. 135 0NC2A4B262 28 227000 crack 2 -1 50 Imp. Const. 135 0NC2A4B221 12 1858000 crack 2 -1 50 Imp. Const. 130 0NC2A4B222 8.9 7177000 crack 1.5 -1 50 Imp. Const. 130 0NC2A4B222 12 1124000 crack 2 -1 50 Imp. Const. 130 0NC2A4B321 12 1509000 crack 10 -1 50 Imp. Const. 130 0NC2A4B322 12 1743000 crack 10 -1 50 Imp. Const. 130 0NC2A4B131 16 793000 crack -6 -1 50 Imp. Const. 130 0NC2A4B132 16 801000 crack -6 -1 50 Imp. Const. 130 0NC2A4B231 16 819000 crack 2 -1 50 Imp. Const. 130 0NC2A4B232 16 652000 crack 2 -1 50 Imp. Const. 130 0NC2A4B331 16 882000 crack 10 -1 50 Imp. Const. 130 0NC2A4B332 11.9 2205000 crack 7.4 -1 50 Imp. Const. 130 0NC2A4B332 16 499000 crack 10 -1 50 Imp. Const. 130 0NC1A4B332 16 536000 crack 10 -1 50 Imp. Const. 130 0NC1A4B141 20 310000 crack -6 -1 50 Imp. Const. 130 0NC1A4B142 20 378000 crack -6 -1 50 Imp. Const. 130 0NC2A4B241 20 305000 crack 2 -1 50 Imp. Const. 130 0NC2A4B242 20 400000 crack 2 -1 50 Imp. Const. 130 0NC2A4B341 20 401000 crack 10 -1 50 Imp. Const. 130 0NC2A4B342 20 368000 crack 10 -1 50 Imp. Const. 130 0NC2A4B161 28 116000 crack -6 -1 50 Imp. Const. 130 0NC2A4B162 28 123000 crack -6 -1 50 Imp. Const. 130 0NC2A4B161 28 101000 crack 2 -1 50 Imp. Const. 130 0NC2A4B262 28 143000 crack 2 -1 50 Imp. Const. 11 0NC2PRC041 36 3113000 crack -22 -1 100 Imp. Const. 10 0NC2PRC061 45 759000 crack -22 -1 100 Imp. Const. 10 0NC2PRC241 34.3 10000000 runout 1.9 -1 100 Imp. Const. 10 0NC2PRC242 34.3 10000000 runout 1.9 -1 100 Imp. Const. 10 0NC2PRC261 45.7 702000 crack 1.9 -1 100 Imp. Const. 16 0NC2PRC262 45 338000 crack 2 -1 100 Imp. Const. 10 0NC2PRC342 34.3 10000000 runout 13.3 -1 100 Imp. Const. 15 0NC2PRC441 34.3 5194000 crack 24.8 -1 100 Imp. Const. 17 0NC2PRC042 36 1983000 crack -22 -1 100 Imp. Const. 18 0NC2PRC062 45 1789000 crack -22 -1 100 Imp. Const. 17 0NC2PRC081 54 247000 crack -22 -1 100 Imp. Const. 17 0NC2PRC083 54 1067000 crack -22 -1 100 Imp. Const. 15 0NC2PRC082 54 1164000 crack -22 -1 100 (continued on next page)

447 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 10 0NC2PRC243 36 10000000 runout 2 -1 100 Imp. Const. 18 0NC2PRC244 36 3090000 crack 2 -1 100 Imp. Const. 15 0NC2PRC263 45 2284000 crack 2 -1 100 Imp. Const. 15 0NC2PRC264 45 1242000 crack 2 -1 100 Imp. Const. 15 0NC2PRC281 54 440000 crack 2 -1 100 Imp. Const. 18 0NC2PRC282 54 238000 crack 2 -1 100 Imp. Const. 18 0NC2PRC283 54 645000 crack 2 -1 100 Imp. Const. 15 0NC2PRC343 36 2396000 crack 14 -1 100 Imp. Const. 10 0NC2PRC344 36 10000000 runout 14 -1 100 Imp. Const. 16 0NC2PRC381 54 211000 crack 14 -1 100 Imp. Const. 15 0NC2PRC382 51.4 615000 crack 13.3 -1 100 Imp. Const. 15 0NC2PRC383 54 1196000 crack 14 -1 100 Imp. Const. 16 0NC2PRC442 20.5 2846000 crack 26 -1 100 Imp. Const. 10 0NC2PRC461 45 558000 crack 26 -1 100 Imp. Const. 10 0NC2PRC462 42.8 2717000 crack 24.8 -1 100 Imp. Const. 20 0NC2SGB211 18 4433000 crack 2 -1 50 Imp. Const. 20 0NC2SGC212 18 2194000 crack 2 -1 100 Imp. Const. 20 0NC2SGB311 18 3230000 crack 14 -1 50 Imp. Const. 20 0NC2SGB312 18 2012000 crack 14 -1 50 Imp. Const. 20 0NC2SGB221 24 1046000 crack 2 -1 50 Imp. Const. 20 0NC2SGC222 24 838000 crack 2 -1 100 Imp. Const. 20 0NC2SGB321 24 1063000 crack 14 -1 50 Imp. Const. 20 0NC2SGB322 24 1052000 crack 14 -1 50 Imp. Const. 20 0NC2SGB323 24 1131000 crack 14 -1 50 Imp. Const. 20 0NC2SGB231 30 520000 crack 2 -1 50 Imp. Const. 20 0NC2SGC232 30 452000 crack 2 -1 100 Imp. Const. 20 0NC2SGB331 30 746000 crack 14 -1 50 Imp. Const. 20 0NC2SGB332 30 539000 crack 14 -1 50 Imp. Const. 20 0NC2SGC333 30 627000 crack 14 -1 100 Imp. Const. 20 0NC2SBB221 24 1197000 crack 2 -1 50 Imp. Const. 20 0NC2SBB222 24 1061000 crack 2 -1 50 Imp. Const. 20 0NC2SBB321 24 1388000 crack 2 -1 50 Imp. Const. 20 0NC2SBB322 24 1401000 crack 2 -1 50 Imp. Const. 20 0NC2SBB231 30 718000 crack 2 -1 50 Imp. Const. 20 0NC2SBB232 30 533000 crack 2 -1 50 Imp. Const. 20 0NC2SBB331 30 684000 crack 2 -1 50 Imp. Const. 20 0NC2SBB332 30 725000 crack 2 -1 50 Imp. Const. 17 0NC2PRC083 54 1067000 crack -22 -1 100 Imp. Const. 40 1NC3010002 8 950000 crack -1 -1 50 (continued on next page)

448 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 40 1NC3010003 8 1090000 crack -1 -1 100 Imp. Const. 40 1NC3010004 8 1400000 crack -1 -1 36 Imp. Const. 40 1NC3010005 8 1450000 crack -1 -1 36 Imp. Const. 40 1NC3010006 8 1530000 crack -1 -1 36 Imp. Const. 40 1NC3010007 8 1550000 crack -1 -1 50 Imp. Const. 40 1NC3010008 8 1650000 crack -1 -1 50 Imp. Const. 40 1NC3010009 8 1770000 crack -1 -1 100 Imp. Const. 40 1NC3010010 8 2010000 crack -1 -1 50 Imp. Const. 40 1NC3010011 8 2150000 crack -1 -1 50 Imp. Const. 40 1NC3010012 8 2060000 crack -1 -1 50 Imp. Const. 40 1NC3010013 8 2100000 crack -1 -1 36 Imp. Const. 40 1NC3010014 6 2120000 crack -1 -1 36 Imp. Const. 40 1NC3010015 8 2360000 crack -1 -1 50 Imp. Const. 40 1NC3010016 8 2580000 crack -1 -1 50 Imp. Const. 40 1NC3010017 8 2970000 crack -1 -1 36 Imp. Const. 40 1NC3010018 8 3880000 crack -1 -1 50 Imp. Const. 40 1NC3010019 6 3490000 crack -1 -1 50 Imp. Const. 40 1NC3010020 6 5070000 crack -1 -1 36 Imp. Const. 40 1NC3010021 6 7650000 crack -1 -1 50 Imp. Const. 40 1NC3010022 6 9480000 crack -1 -1 50 Imp. Const. 40 1NC3010023 6 11300000 crack -1 -1 50 Imp. Const. 40 1NC3010024 4 12600000 crack -1 -1 50 Imp. Const. 40 1NC3010025 6 21500000 runout -1 -1 50 Imp. Const. 40 1NC3010026 6 23800000 runout -1 -1 36 Imp. Const. 40 1NC3010027 6 27200000 runout -1 -1 50 Imp. Const. 40 1NC3010028 4 32500000 crack -1 -1 36 Imp. Const. 40 1NC3010029 4 41700000 runout -1 -1 50 Imp. Const. 40 1NC3010030 4 48100000 runout -1 -1 50 Imp. Const. 40 1NC3010031 4 48500000 runout -1 -1 50 Imp. Const. 40 1NC3010032 4 58000000 runout -1 -1 36 Imp. Const. 40 1NC3010033 4 58500000 runout -1 -1 36 Imp. Const. 40 1NC3010034 4 66300000 runout -1 -1 36 Imp. Const. 230 1NC4A10101 21 160000 crack -1 -1 36 Imp. Const. 230 1NC4A10102 21 170000 crack -1 -1 36 Imp. Const. 230 1NC4A10103 15 850000 crack -1 -1 36 Imp. Const. 230 1NC4A10104 15 920000 crack -1 -1 36 Imp. Const. 230 1NC4A10105 12 930000 crack -1 -1 36 Imp. Const. 230 1NC4A10106 12 1060000 crack -1 -1 36 Imp. Const. 230 1NC4A10107 9 4900000 crack -1 -1 36 (continued on next page)

449 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 230 1NC4A10108 9 9480000 runout -1 -1 36 Imp. Const. 230 1NC4A10201 12 1240000 crack -1 -1 36 Imp. Const. 230 1NC4A10202 12 1970000 crack -1 -1 36 Imp. Const. 230 1NC4A10203 12 2190000 crack -1 -1 36 Imp. Const. 230 1NC4A10204 12 2440000 crack -1 -1 36 Imp. Const. 230 1NC4A20101 15 490000 crack -1 -1 36 Imp. Const. 230 1NC4A20102 15 530000 crack -1 -1 36 Imp. Const. 230 1NC4A20103 12 1150000 crack -1 -1 36 Imp. Const. 230 1NC4A20104 12 1280000 crack -1 -1 36 Imp. Const. 230 1NC4A20105 9 1430000 crack -1 -1 36 Imp. Const. 230 1NC4A20106 9 1510000 crack -1 -1 36 Imp. Const. 230 1NC4A20107 12 2040000 crack -1 -1 36 Imp. Const. 230 1NC4A20108 12 2060000 crack -1 -1 36 Imp. Const. 230 1NC4A20109 9 3550000 crack -1 -1 36 Imp. Const. 230 1NC4A20110 9 4020000 runout -1 -1 36 Imp. Const. 230 1NC4A20111 6 12000000 runout -1 -1 36 Imp. Const. 230 1NC4A20112 6 13000000 runout -1 -1 36 Imp. Const. 120 1NC4A30101 15 400000 crack -1 -1 36 Imp. Const. 120 1NC4A30102 15 620000 crack -1 -1 36 Imp. Const. 120 1NC4A30103 15 700000 crack -1 -1 36 Imp. Const. 120 1NC4A30104 15 740000 crack -1 -1 36 Imp. Const. 120 1NC4A30105 9 1380000 crack -1 -1 36 Imp. Const. 120 1NC4A30106 9 1800000 crack -1 -1 36 Imp. Const. 120 1NC4A30107 12 1870000 crack -1 -1 36 Imp. Const. 120 1NC4A30108 12 2230000 runout -1 -1 36 Imp. Const. 120 1NC4A30109 6 8670000 crack -1 -1 36 Imp. Const. 120 1NC4A30110 6 9480000 runout -1 -1 36 Imp. Const. 120 1NC4A30111 6 13500000 runout -1 -1 36 Imp. Const. 251 1NC4A50101 21 160000 crack -1 -1 36 Imp. Const. 251 1NC4A50102 12 970000 runout -1 -1 36 Imp. Const. 251 1NC4A50103 15 1160000 runout -1 -1 36 Imp. Const. 251 1NC4A50104 12 1610000 runout -1 -1 36 Imp. Const. 251 1NC4A50105 12 1870000 runout -1 -1 36 Imp. Const. 251 1NC4A50106 10 9710000 runout -1 -1 36 Imp. Const. 256 1NC4A50201 15 860000 runout -1 -1 36 Imp. Const. 256 1NC4A50202 15 1390000 runout -1 -1 36 Imp. Const. 256 1NC4A50203 12.2 2380000 runout -1 -1 36 Imp. Const. 256 1NC4A50204 12.2 3510000 runout -1 -1 36 Imp. Const. 256 1NC4A50205 9 4020000 runout -1 -1 36 (continued on next page)

450 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 256 1NC4A50206 9 7310000 runout -1 -1 36 Imp. Const. 256 1NC4A50207 6 18200000 runout -1 -1 36 Imp. Const. 256 1NC4A50301 15 760000 crack -1 -1 36 Imp. Const. 256 1NC4A50302 12.2 2000000 runout -1 -1 36 Imp. Const. 256 1NC4A50303 10 2680000 runout -1 -1 36 Imp. Const. 256 1NC4A50304 6 9280000 runout -1 -1 36 Imp. Const. 256 1NC4A50305 6 13100000 runout -1 -1 36 Imp. Const. 120 1NC4A60301 5.7 4330000 crack -1 -1 36 Imp. Const. 120 1NC4A60201 11.4 780000 crack -1 -1 36 Imp. Const. 120 1NC4A60401 8.8 1770000 crack -1 -1 36 Imp. Const. 120 1NC4A60402 11.4 1430000 crack -1 -1 36 Imp. Const. 121 1NC4A70901 11.4 1500000 crack -1 -1 36 Imp. Const. 125 1NC4A80901 11.4 1080000 crack -1 -1 36 Imp. Const. 120 1NC4A61801 6.2 4940000 crack -1 -1 36 Imp. Const. 120 1NC4A61802 8.1 4960000 crack -1 -1 36 Imp. Const. 121 1NC4A71001 8.6 960000 crack -1 -1 36 Imp. Const. 121 1NC4A71002 6.6 980000 crack -1 -1 36 Imp. Const. 125 1NC4A81301 11.7 910000 crack -1 -1 36 Imp. Const. 125 1NC4A81101 14.3 350000 crack -1 -1 36 Imp. Const. 125 1NC4A81601 10.4 500000 crack -1 -1 36 Imp. Const. 125 1NC4A81602 13.5 520000 crack -1 -1 36 Imp. Const. 120 1NC4A60601 9.3 680000 crack -1 -1 36 Imp. Const. 120 1NC4A60602 9.3 940000 crack -1 -1 36 Imp. Const. 121 1NC4A70701 5.1 3300000 crack -1 -1 36 Imp. Const. 121 1NC4A70702 7 3500000 crack -1 -1 36 Imp. Const. 121 1NC4A70801 6.8 1170000 crack -1 -1 36 Imp. Const. 121 1NC4A70802 9.3 1170000 crack -1 -1 36 Imp. Const. 121 1NC4A70803 9.3 1060000 crack -1 -1 36 Imp. Const. 125 1NC4A80801 6.8 1190000 crack -1 -1 36 Imp. Const. 125 1NC4A80801 9.3 1060000 crack -1 -1 36 Imp. Const. 125 1NC4A81201 7.3 970000 crack -1 -1 36 Imp. Const. 125 1NC4A81201 10 550000 crack -1 -1 36 Imp. Const. 125 1NC4A81501 11.6 140000 crack -1 -1 36 Imp. Const. 125 1NC4A81701 5.1 8630000 crack -1 -1 36 Imp. Const. 334 1NC4A50101 14 340000 crack -1 -1 36 Imp. Const. 334 1NC4A50102 12.2 350000 crack -1 -1 36 Imp. Const. 334 1NC4A50103 12.2 420000 crack -1 -1 36 Imp. Const. 334 1NC4A50104 12.2 560000 crack -1 -1 36 Imp. Const. 334 1NC4A50105 10.6 1220000 crack -1 -1 36 (continued on next page)

451 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 334 1NC4A50106 5 350000 crack -1 -1 36 Imp. Const. 334 1NC4A50201 12.8 70000 crack -1 -1 36 Imp. Var. 120 1NC600A1WW 3.6 22900000 crack -2 -1 50 Imp. Var. 120 1NC600A1MW 3.6 17800000 crack -2 -1 50 Imp. Var. 120 1NC600A1EW 3.6 17800000 crack -2 -1 50 Imp. Var. 120 1NC600A1EE 3.6 15500000 crack -2 -1 50 Imp. Var. 120 1NC600A2WE 4.2 19000000 crack -2 -1 50 Imp. Var. 120 1NC600A2EE 4.2 16500000 crack -2 -1 50 Imp. Var. 120 1NC600B1WW 2.2 71000000 crack -2 -1 50 Imp. Var. 120 1NC600B1EE 2.2 70000000 crack -2 -1 50 Imp. Var. 120 1NC600B2WW 2.6 40500000 crack -2 -1 50 Imp. Var. 120 1NC600B2WE 2.6 31200000 crack -2 -1 50 Imp. Var. 120 1NC600B2MW 2.6 31200000 crack -2 -1 50 Imp. Var. 120 1NC600B2ME 2.6 35700000 crack -2 -1 50 Imp. Var. 120 1NC600B2EW 2.6 28100000 crack -2 -1 50 Imp. Var. 120 1NC600C1WW 2.6 13600000 crack -2 -1 50 Imp. Var. 120 1NC600C1WW 3.5 13600000 crack -1 -1 50 Imp. Var. 120 1NC600C1WE 3.5 11900000 crack -1 -1 50 Imp. Var. 120 1NC600C1MW 3.5 9100000 crack -1 -1 50 Imp. Var. 120 1NC600C1EW 3.5 13000000 crack -1 -1 50 Imp. Var. 120 1NC600C1EE 3.5 16800000 crack -1 -1 50 Imp. Var. 120 1NC600C2WW 4 16100000 crack -1 -1 50 Imp. Var. 120 1NC600C2WE 4 15700000 crack -1 -1 50 Imp. Var. 120 1NC600C2MW 4 13000000 crack -1 -1 50 Imp. Var. 120 1NC600C2EW 4 13600000 crack -1 -1 50 Imp. Var. 120 1NC600C2EE 4 10700000 crack -1 -1 50 Imp. Var. 120 1NC600D1WW 2.9 103600000 crack -1 -1 50 Imp. Var. 120 1NC600D1WE 2.9 116200000 crack -1 -1 50 Imp. Var. 120 1NC600D1MW 2.9 112200000 crack -1 -1 50 Imp. Var. 120 1NC600D1ME 2.9 112200000 crack -1 -1 50 Imp. Var. 120 1NC600D1EE 2.9 103600000 crack -1 -1 50 Imp. Var. 120 1NC600D1EW 2.9 127000000 crack -1 -1 50 Imp. Var. 120 1NC600D2WW 2.9 110000000 crack -1 -1 50 Imp. Var. 120 1NC600D2WE 2.9 110000000 crack -1 -1 50 Imp. Var. 120 1NC600D2MW 2.9 110000000 crack -1 -1 50 Imp. Var. 120 1NC600D2ME 2.9 110000000 crack -1 -1 50 Imp. Var. 120 1NC600D2EW 2.9 110000000 crack -1 -1 50 Imp. Var. 120 1NC600D2EE 2.9 110000000 crack -1 -1 50 Imp. Var. 40 1NC600A101 3.4 25900000 crack -2 -1 50 (continued on next page)

452 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Var. 40 1NC600A201 3.6 17500000 crack -2 -1 50 Imp. Var. 40 1NC600B101 2.1 200000000 crack -2 -1 50 Imp. Var. 40 1NC600B201 2.2 120000000 crack -2 -1 50 Imp. Var. 40 1NC600C101 3.7 7250000 crack -2 -1 50 Imp. Var. 40 1NC600C201 3.9 10700000 crack -2 -1 50 Imp. Var. 40 1NC600D101 2.8 150000000 crack -2 -1 50 Imp. Var. 40 1NC600D201 2.8 130000000 crack -2 -1 50 Imp. Var. 30 1NC600A102 3.4 30600000 crack -2 -1 50 Imp. Var. 30 1NC600A202 3.6 19500000 crack -2 -1 50 Imp. Var. 30 1NC600B102 2.1 200000000 crack -2 -1 50 Imp. Var. 30 1NC600B202 2.2 150000000 crack -2 -1 50 Imp. Var. 30 1NC600C102 3.7 7250000 crack -2 -1 50 Imp. Var. 30 1NC600C202 3.9 44000000 crack -2 -1 50 Imp. Var. 30 1NC600D102 2.8 140000000 crack -2 -1 50 Imp. Var. 30 1NC600D202 2.8 130000000 crack -2 -1 50 S.I. Const. 150 1JPN01N022 408 211000 crack 20 -1 600 S.I. Const. 150 1JPN01N008 343 474000 crack 20 -1 600 S.I. Const. 150 1JPN01N007 300 2000000 runout 20 -1 600 S.I. Const. 150 1JPN01N018 313 848000 crack 20 -1 600 S.I. Const. 150 1JPN01N017 305 1490000 crack 20 -1 600 S.I. Const. 150 1JPN01N009 352 1610000 runout 20 -1 600 S.I. Const. 150 1JPN01N014 450 154000 crack 20 -1 600 S.I. Const. 150 1JPN01N006 287 2040000 runout 20 -1 600 S.I. Const. 150 1JPN01N010 349 565000 crack 20 -1 600 S.I. Const. 150 1JPN01S014 303 878000 crack 20 -1 600 S.I. Const. 150 1JPN01S085 300 2340000 crack 20 -1 600 S.I. Const. 150 1JPN01S087 349 924000 crack 20 -1 600 S.I. Const. 150 1JPN01S100 351 506000 crack 20 -1 600 S.I. Const. 150 1JPN01SA33 300 819000 crack 20 -1 600 S.I. Const. 150 1JPN01M005 302 290000 crack 20 -1 600 S.I. Const. 150 1JPN01M036 300 555000 crack 20 -1 600 S.I. Const. 150 1JPN01M043 301 392000 crack 20 -1 600 S.I. Const. 150 1JPN01M068 254 1900000 crack 20 -1 600 S.I. Const. 150 1JPN01M069 254 1050000 crack 20 -1 600 S.I. Const. 150 1JPN01M0A1 249 2290000 crack 20 -1 600 S.I. Const. 150 1JPN01M0A2 300 1050000 crack 20 -1 600 S.I. Const. 150 1JPN01M0B5 250 1490000 crack 20 -1 600 S.I. Const. 150 1JPN01M096 305 172000 crack 20 -1 600 S.I. Const. 150 1JPN01M0B4 281 233000 crack 20 -1 600 (continued on next page)

453 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 150 1JPN01M0B7 243 537000 crack 20 -1 600 S.I. Const. 150 1JPN01M0B8 280 268000 crack 20 -1 600 S.I. Const. 150 1JPN01MC18 284 332000 crack 20 -1 600 S.I. Const. 150 1JPN01M0C5 236 696000 crack 20 -1 600 S.I. Const. 150 1JPN01LB18 300 348000 crack 20 -1 600 S.I. Const. 150 1JPN01LB19 301 258000 crack 20 -1 600 S.I. Const. 150 1JPN01LB20 301 236000 crack 20 -1 600 S.I. Const. 150 1JPN01L0C7 250 456000 crack 20 -1 600 S.I. Const. 150 1JPN01L0C9 249 567000 crack 20 -1 600 S.I. Const. 150 1JPN01LC21 251 530000 crack 20 -1 600 S.I. Const. 150 1JPN01LC22 200 1210000 crack 20 -1 600 S.I. Const. 150 1JPN01LC23 200 1690000 crack 20 -1 600 S.I. Const. 150 1JPN01LB14 182 687000 crack 20 -1 600 S.I. Const. 150 1JPN01LB17 210 548000 crack 20 -1 600 S.I. Const. 150 1JPN01LC11 184 1110000 crack 20 -1 600 S.I. Const. 150 1JPN01LC12 234 470000 crack 20 -1 600 S.I. Const. 150 1JPN01LC15 183 901000 crack 20 -1 600 S.I. Const. 150 1JPN01LC20 286 205000 crack 20 -1 600 S.I. Const. 150 1JPN01L0B6 181 1180000 crack 20 -1 600 S.I. Const. 150 1JPN01LB11 231 408000 crack 20 -1 600 S.I. Const. 150 1JPN01LC13 230 602000 crack 20 -1 600 S.I. Const. 150 1JPN01LC19 278 273000 crack 20 -1 600 S.I. Const. 150 1JPN01SBA1 140 2200000 crack 20 -1 600 S.I. Const. 150 1JPN01SBA2 120 4800000 runout 20 -1 600 S.I. Const. 150 1JPN01SBA3 181 922000 crack 20 -1 600 S.I. Const. 150 1JPN01SBA4 219 378000 crack 20 -1 600 S.I. Const. 150 1JPN01SBA5 250 284000 crack 20 -1 600 S.I. Const. 150 1JPN01SBA6 302 141000 crack 20 -1 600 S.I. Const. 150 1JPN01SBB1 300 266000 crack 20 -1 600 S.I. Const. 150 1JPN01SBB2 200 2390000 crack 20 -1 600 S.I. Const. 150 1JPN01SBC1 299 417000 crack 20 -1 600 S.I. Const. 150 1JPN01SBC2 250 2920000 crack 20 -1 600 S.I. Const. 150 1JPN01N023 482 124000 crack 20 -1 600 S.I. Const. 150 1JPN01N024 426 151000 crack 20 -1 600 S.I. Const. 150 1JPN01N025 381 187000 crack 20 -1 600 S.I. Const. 150 1JPN01N037 338 281000 crack 20 -1 600 S.I. Const. 150 1JPN01N038 308 1110000 crack 20 -1 600 S.I. Const. 150 1JPN01N039 282 2300000 runout 20 -1 600 S.I. Const. 160 1JPN1100S1 196 370000 crack -98 -1 580 (continued on next page)

454 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 160 1JPN1100S2 196 495000 crack -131 -2 580 S.I. Const. 160 1JPN1100S3 196 700000 crack -164 -5 580 S.I. Const. 160 1JPN1100S4 196 321000 crack 0 0 580 S.I. Const. 160 1JPN1100S5 127 3480000 crack -64 -1 580 S.I. Const. 160 1JPN1100S6 147 1028000 crack -74 -1 580 S.I. Const. 160 1JPN1100S7 147 1792000 crack -98 -2 580 S.I. Const. 160 1JPN1100S8 147 1414000 crack 1 0 580 S.I. Const. 160 1JPN1100S9 147 4700000 runout -123 -5 580 S.I. Const. 150 1JPN0200T1 247 1762000 crack 10 -1 800 S.I. Const. 150 1JPN0200T2 245 1249000 crack 10 -1 800 S.I. Const. 150 1JPN0200T3 267 527000 crack 10 -1 800 S.I. Const. 150 1JPN0200T4 220 555000 crack 10 -1 800 S.I. Const. 150 1JPN0200T5 222 1224000 crack 10 -1 800 S.I. Const. 150 1JPN0200T7 197 2567000 crack 10 -1 800 S.I. Const. 150 1JPN0200T8 216 1708000 crack 10 -1 800 S.I. Const. 150 1JPN0200T9 267 400000 crack 10 -1 800 S.I. Const. 150 1JPN020T10 199 1243000 crack 10 -1 800 S.I. Const. 170 1JPN05AB01 135 1200000 crack -1 -1 800 S.I. Const. 170 1JPN05AB02 135 1200000 crack -1 -1 800 S.I. Const. 170 1JPN05AB03 135 2150000 crack -1 -1 800 S.I. Const. 170 1JPN05AB04 125 1200000 crack -1 -1 800 S.I. Const. 170 1JPN05AB05 125 1620000 crack -1 -1 800 S.I. Const. 170 1JPN05AB06 125 1700000 crack -1 -1 800 S.I. Const. 170 1JPN5DEF01 150 1100000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF02 150 1210000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF03 150 1480000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF04 150 1520000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF05 150 1600000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF06 150 2050000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF07 115 1050000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF08 115 1680000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF09 115 1730000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF10 115 1900000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF11 115 2050000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF12 115 2150000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF13 115 2400000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF14 115 2750000 crack -1 -1 580 S.I. Const. 170 1JPN05G001 115 2150000 crack -1 -1 800 S.I. Const. 170 1JPN05G002 115 2350000 crack -1 -1 800 (continued on next page)

455 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 150 1JPN09SB01 395 180000 crack 10 1 800 S.I. Const. 150 1JPN09SB02 395 310000 crack 10 1 800 S.I. Const. 150 1JPN09SB03 300 375000 crack 10 1 800 S.I. Const. 150 1JPN09SB04 300 570000 crack 10 1 800 S.I. Const. 150 1JPN09SB05 290 620000 crack 10 1 800 S.I. Const. 150 1JPN09SB06 250 1200000 crack 10 1 800 S.I. Const. 150 1JPN09SB07 250 2100000 runout 10 1 800 S.I. Const. 150 1JPN09SB08 230 2150000 crack 10 1 800 S.I. Const. 150 1JPN09SB09 290 500000 crack 10 0 800 S.I. Const. 150 1JPN09SB10 290 520000 crack 10 0 800 S.I. Const. 150 1JPN09SB11 290 765000 crack 10 0 800 S.I. Const. 150 1JPN09SB12 230 760000 crack 10 0 800 S.I. Const. 150 1JPN09SB13 230 1120000 crack 10 0 800 S.I. Const. 150 1JPN09SB14 190 1600000 crack 10 0 800 S.I. Const. 160 1JPN05JS01 200 470000 crack 300 0.6 800 S.I. Const. 160 1JPN05JS02 132 4000000 runout 198 0.6 800 S.I. Const. 160 1JPN05JS03 310 183000 crack 0 0 800 S.I. Const. 160 1JPN05JS04 217 445000 crack 0 0 800 S.I. Const. 160 1JPN05JS05 148 1150000 crack 0 0 800 S.I. Const. 160 1JPN05JS06 140 1300000 crack 0 0 800 S.I. Const. 160 1JPN05JS07 135 1600000 crack 0 0 800 S.I. Const. 160 1JPN05JS08 140 1820000 crack 0 0 800 S.I. Const. 160 1JPN05JS09 135 3200000 runout 0 0 800 S.I. Const. 160 1JPN05JS10 140 4000000 crack 0 0 800 S.I. Const. 160 1JPN05JS11 390 112000 crack -195 -1 800 S.I. Const. 160 1JPN05JS12 280 394000 crack -140 -1 800 S.I. Const. 160 1JPN05JS13 200 385000 crack 0 0 800 S.I. Const. 160 1JPN05JS14 135 3150000 crack 0 0 800 S.I. Const. 160 1JPN05JS15 145 3150000 crack 0 0 800 S.I. Const. 170 1JPN05BA01 156 890000 crack 0 0 800 S.I. Const. 170 1JPN05BA02 133 1310000 crack 0 0 800 S.I. Const. 170 1JPN05BA03 155 2780000 crack 0 0 800 S.I. Const. 150 1JPN05JS16 270 400000 crack 0 0 800 S.I. Const. 150 1JPN05JS17 270 530000 crack 0 0 800 S.I. Const. 150 1JPN05JS18 222 555000 crack 0 0 800 S.I. Const. 150 1JPN05JS19 248 1270000 crack 0 0 800 S.I. Const. 150 1JPN05JS20 223 1250000 crack 0 0 800 S.I. Const. 150 1JPN05JS21 200 1270000 crack 0 0 800 S.I. Const. 150 1JPN05JS22 250 1800000 crack 0 0 800 (continued on next page)

456 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 150 1JPN05JS23 220 1750000 crack 0 0 800 S.I. Const. 150 1JPN05JS24 200 2600000 crack 0 0 800 S.I. Const. 170 1JPN05BB01 174 1200000 crack 0 0 800 S.I. Const. 170 1JPN05BB02 148 1990000 crack 0 0 800 S.I. Const. 170 1JPN05BB03 127 3000000 runout 0 0 800 S.I. Const. 170 1JPN05BE01 219 1010000 crack 0 0 800 S.I. Const. 170 1JPN05BE02 192 1280000 crack 0 0 800 S.I. Const. 170 1JPN05BE03 163 2190000 crack 0 0 800 S.I. Const. 171 1JPN05BD01 228 1040000 crack 0 0 800 S.I. Const. 171 1JPN05BD02 198 1080000 crack 0 0 800 S.I. Const. 171 1JPN05BD03 168 1940000 crack 0 0 800 S.I. Const. 172 1JPN05BF01 202 807000 crack 0 0 800 S.I. Const. 172 1JPN05BF02 198 740000 crack 0 0 800 S.I. Const. 172 1JPN05BF03 198 1350000 crack 0 0 800 S.I. Const. 172 1JPN05BF04 168 3150000 crack 0 0 800 S.I. Const. 170 1JPN05BG01 175 1190000 crack -1 -1 500 S.I. Const. 170 1JPN05BG02 182 3000000 runout -1 -1 500 S.I. Const. 170 1JPN05BG02 217 1240000 crack -1 -1 500 S.I. Const. 170 1JPN05BG03 221 1570000 crack -1 -1 500 S.I. Const. 150 1JPN100201 392 405000 crack 10 -1 800 S.I. Const. 150 1JPN100202 343 842000 crack 10 -1 800 S.I. Const. 150 1JPN100203 324 1010000 crack 10 -1 800 S.I. Const. 150 1JPN100204 284 2000000 runout 10 -1 800 S.I. Const. 150 1JPN100205 343 540000 crack 10 -1 800 S.I. Const. 150 1JPN100206 275 860000 crack 10 -1 800 S.I. Const. 150 1JPN100207 294 960000 crack 10 -1 800 S.I. Const. 150 1JPN100208 255 1100000 crack 10 -1 800 S.I. Const. 150 1JPN100301 333 305000 crack 10 -1 500 S.I. Const. 150 1JPN100302 314 510000 crack 10 -1 500 S.I. Const. 150 1JPN100303 294 870000 crack 10 -1 500 S.I. Const. 150 1JPN100304 265 1100000 crack 10 -1 500 S.I. Const. 150 1JPN100305 255 1400000 crack 10 -1 500 S.I. Const. 150 1JPN100306 353 210000 crack 10 -1 500 S.I. Const. 150 1JPN100307 294 590000 crack 10 -1 500 S.I. Const. 150 1JPN100308 275 620000 crack 10 -1 500 S.I. Const. 150 1JPN100309 265 1020000 crack 10 -1 500 S.I. Const. 150 1JPN100401 343 290000 crack 10 -1 800 S.I. Const. 150 1JPN100402 265 700000 crack 10 -1 800 S.I. Const. 150 1JPN100403 314 1200000 crack 10 -1 800 (continued on next page)

457 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 150 1JPN100404 294 1400000 crack 10 -1 800 S.I. Const. 150 1JPN100405 245 1550000 crack 10 -1 800 S.I. Const. 150 1JPN100406 294 430000 crack 10 -1 800 S.I. Const. 150 1JPN100407 245 1050000 crack 10 -1 800 S.I. Const. 150 1JPN100408 265 1200000 crack 10 -1 800 S.I. Const. 150 1JPN100409 226 3000000 crack 10 -1 800 S.I. Const. 150 1JPN100410 294 350000 crack 10 -1 800 S.I. Const. 150 1JPN100411 235 610000 crack 10 -1 800 S.I. Const. 150 1JPN100412 255 750000 crack 10 -1 800 S.I. Const. 150 1JPN100413 235 840000 crack 10 -1 800 S.I. Const. 150 1JPN100414 216 1500000 crack 10 -1 800 S.I. Const. 150 1JPN100501 343 250000 crack 10 -1 500 S.I. Const. 150 1JPN100502 294 480000 crack 10 -1 500 S.I. Const. 150 1JPN100503 324 660000 crack 10 -1 500 S.I. Const. 150 1JPN100504 255 1100000 crack 10 -1 500 S.I. Const. 150 1JPN100505 343 95000 crack 10 -1 500 S.I. Const. 150 1JPN100506 324 180000 crack 10 -1 500 S.I. Const. 150 1JPN100507 294 770000 crack 10 -1 500 S.I. Const. 150 1JPN100508 265 780000 crack 10 -1 500 S.I. Const. 150 1JPN100509 265 2000000 runout 10 -1 500 S.I. Const. 150 1JPN100510 314 260000 crack 10 -1 500 S.I. Const. 150 1JPN100511 294 270000 crack 10 -1 500 S.I. Const. 150 1JPN100512 255 300000 crack 10 -1 500 S.I. Const. 150 1JPN100513 216 870000 crack 10 -1 500 S.I. Const. 150 1JPN100514 206 2000000 runout 10 -1 500 S.I. Const. 151 1JPN100601 373 81000 crack 10 -1 800 S.I. Const. 151 1JPN100602 412 120000 crack 10 -1 800 S.I. Const. 151 1JPN100603 412 360000 crack 10 -1 800 S.I. Const. 151 1JPN100604 451 670000 crack 10 -1 800 S.I. Const. 151 1JPN100605 343 720000 crack 10 -1 800 S.I. Const. 151 1JPN100606 373 1300000 crack 10 -1 800 S.I. Const. 151 1JPN100607 314 1600000 crack 10 -1 800 S.I. Const. 151 1JPN100701 363 310000 crack 10 -1 500 S.I. Const. 151 1JPN100702 333 330000 crack 10 -1 500 S.I. Const. 151 1JPN100703 343 660000 crack 10 -1 500 S.I. Const. 151 1JPN100704 324 180000 crack 10 -1 500 S.I. Const. 150 1JPN12T102 449 128000 crack 10 0 800 S.I. Const. 150 1JPN12T103 198 2022000 crack 10 0 800 S.I. Const. 150 1JPN12T104 303 288000 crack 10 0 800 (continued on next page)

458 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 150 1JPN12T105 191 696000 crack 10 0 800 S.I. Const. 150 1JPN12T106 413 690000 crack 10 0 800 S.I. Const. 150 1JPN12T107 209 1503000 crack 10 0 800 S.I. Const. 150 1JPN12T108 216 799000 crack 10 0 800 S.I. Const. 150 1JPN12T109 222 930000 crack 10 0 800 S.I. Const. 150 1JPN12T201 191 1468000 crack 10 0 800 S.I. Const. 150 1JPN12T202 212 663000 crack 10 0 800 S.I. Const. 150 1JPN12T203 304 161000 crack 10 0 800 S.I. Const. 150 1JPN12T204 279 212000 crack 10 0 800 S.I. Const. 150 1JPN12T301 174 1781000 crack 10 0 800 S.I. Const. 150 1JPN12T302 194 2535000 crack 10 0 800 S.I. Const. 150 1JPN12T303 270 535000 crack 10 0 800 S.I. Const. 150 1JPN12T304 352 242000 crack 10 0 800 S.I. Const. 150 1JPN12T401 215 1356000 crack 10 0 800 S.I. Const. 150 1JPN12T402 278 643000 crack 10 0 800 S.I. Const. 150 1JPN12T403 349 292000 crack 10 0 800 S.I. Const. 160 1JPN130P01 245 172000 crack 27 -1 370 S.I. Const. 160 1JPN130P02 245 216000 crack 27 -1 370 S.I. Const. 160 1JPN130P03 245 307000 crack 27 -1 370 S.I. Const. 160 1JPN130P04 177 565000 crack 27 -1 370 S.I. Const. 160 1JPN130P05 177 821000 crack 27 -1 370 S.I. Const. 160 1JPN130P06 177 741000 crack 27 -1 370 S.I. Const. 160 1JPN130P07 147 2117000 crack 27 -1 370 S.I. Const. 160 1JPN130P08 127 10000000 runout 27 -1 370 S.I. Const. 160 1JPN130P09 127 5340000 runout 27 -1 370 S.I. Const. 160 1JPN130W01 245 242000 crack 27 -1 370 S.I. Const. 160 1JPN130W02 245 217000 crack 27 -1 370 S.I. Const. 160 1JPN130W03 245 274000 crack 27 -1 370 S.I. Const. 160 1JPN130W04 177 774000 crack 27 -1 370 S.I. Const. 160 1JPN130W05 177 432000 crack 27 -1 370 S.I. Const. 160 1JPN130W06 177 822000 crack 27 -1 370 S.I. Const. 160 1JPN130W07 147 2160000 crack 27 -1 370 S.I. Const. 160 1JPN130W08 147 1820000 crack 27 -1 370 S.I. Const. 160 1JPN130W09 147 5030000 runout 27 -1 370 S.I. Const. 160 1JPN130W10 147 5340000 runout 27 -1 370 S.I. Const. 160 1JPN130N01 245 268000 crack 27 -1 370 S.I. Const. 160 1JPN130N02 245 170000 crack 27 -1 370 S.I. Const. 160 1JPN130N03 245 219000 crack 27 -1 370 S.I. Const. 160 1JPN130N04 177 660000 crack 27 -1 370 (continued on next page)

459 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 160 1JPN130N05 177 826000 crack 27 -1 370 S.I. Const. 160 1JPN130N06 177 608000 crack 27 -1 370 S.I. Const. 160 1JPN130N07 147 5480000 runout 27 -1 370 S.I. Const. 160 1JPN130N08 147 1170000 crack 27 -1 370 S.I. Const. 160 1JPN130N09 147 1720000 crack 27 -1 370 S.I. Const. 165 1JPN132W01 245 379000 crack 27 -1 370 S.I. Const. 165 1JPN132W02 245 318000 crack 27 -1 370 S.I. Const. 165 1JPN132W03 245 267000 crack 27 -1 370 S.I. Const. 165 1JPN132W04 177 955000 crack 27 -1 370 S.I. Const. 165 1JPN132W05 177 1869000 crack 27 -1 370 S.I. Const. 165 1JPN132W06 177 1034000 crack 27 -1 370 S.I. Const. 165 1JPN132W07 147 3250000 runout 27 -1 370 S.I. Const. 165 1JPN132W08 147 3030000 runout 27 -1 370 S.I. Const. 165 1JPN132W09 147 2740000 crack 27 -1 370 S.I. Const. 165 1JPN132N01 245 379000 crack 27 -1 370 S.I. Const. 165 1JPN132N02 245 634000 crack 27 -1 370 S.I. Const. 165 1JPN132N03 245 440000 crack 27 -1 370 S.I. Const. 165 1JPN132N04 177 631000 crack 27 -1 370 S.I. Const. 165 1JPN132N05 177 2210000 runout 27 -1 370 S.I. Const. 165 1JPN132N06 177 720000 crack 27 -1 370 S.I. Const. 165 1JPN132N07 147 3470000 runout 27 -1 370 S.I. Const. 165 1JPN132N08 147 1790000 crack 27 -1 370 S.I. Const. 165 1JPN132N09 147 3620000 runout 27 -1 370 S.I. Const. 165 1JPN134W01 245 740000 crack 27 -1 370 S.I. Const. 165 1JPN134W02 245 233000 crack 27 -1 370 S.I. Const. 165 1JPN134W03 245 578000 crack 27 -1 370 S.I. Const. 165 1JPN134W04 177 1733000 crack 27 -1 370 S.I. Const. 165 1JPN134W05 177 4470000 runout 27 -1 370 S.I. Const. 165 1JPN134W06 177 652000 crack 27 -1 370 S.I. Const. 165 1JPN134W07 177 1506000 crack 27 -1 370 S.I. Const. 165 1JPN134W08 147 4750000 runout 27 -1 370 S.I. Const. 165 1JPN134W09 147 4710000 runout 27 -1 370 S.I. Const. 165 1JPN134W10 147 3930000 runout 27 -1 370 S.I. Const. 165 1JPN134N01 245 482000 crack 27 -1 370 S.I. Const. 165 1JPN134N02 245 368000 crack 27 -1 370 S.I. Const. 165 1JPN134N03 245 392000 crack 27 -1 370 S.I. Const. 165 1JPN134N04 177 974000 crack 27 -1 370 S.I. Const. 165 1JPN134N05 177 1694000 crack 27 -1 370 S.I. Const. 165 1JPN134N06 177 4750000 runout 27 -1 370 (continued on next page)

460 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 165 1JPN134N07 177 1386000 crack 27 -1 370 S.I. Const. 165 1JPN134N08 147 4490000 runout 27 -1 370 S.I. Const. 165 1JPN134N09 147 4510000 runout 27 -1 370 S.I. Const. 165 1JPN134N10 147 4680000 runout 27 -1 370 S.I. Const. 165 1JPN135W01 245 336000 crack 27 -1 370 S.I. Const. 165 1JPN135W02 245 364000 crack 27 -1 370 S.I. Const. 165 1JPN135W03 245 274000 crack 27 -1 370 S.I. Const. 165 1JPN135W04 177 2493000 crack 27 -1 370 S.I. Const. 165 1JPN135W05 177 5210000 runout 27 -1 370 S.I. Const. 165 1JPN135W06 177 1387000 crack 27 -1 370 S.I. Const. 165 1JPN135W07 177 1558000 crack 27 -1 370 S.I. Const. 165 1JPN135W08 147 2315000 crack 27 -1 370 S.I. Const. 165 1JPN135W09 147 3940000 runout 27 -1 370 S.I. Const. 165 1JPN135W10 147 1110000 crack 27 -1 370 S.I. Const. 200 1JPN130P01 245 123000 crack 27 -1 370 S.I. Const. 200 1JPN130P02 245 109000 crack 27 -1 370 S.I. Const. 200 1JPN130P03 245 158000 crack 27 -1 370 S.I. Const. 200 1JPN130P04 177 359000 crack 27 -1 370 S.I. Const. 200 1JPN130P05 177 373000 crack 27 -1 370 S.I. Const. 200 1JPN130P06 177 321000 crack 27 -1 370 S.I. Const. 200 1JPN130P07 127 1040000 crack 27 -1 370 S.I. Const. 200 1JPN130P08 127 1005000 crack 27 -1 370 S.I. Const. 200 1JPN130P09 127 720000 crack 27 -1 370 S.I. Const. 200 1JPN130P10 127 1310000 crack 27 -1 370 S.I. Const. 200 1JPN130W01 245 135000 crack 27 -1 370 S.I. Const. 200 1JPN130W02 245 130000 crack 27 -1 370 S.I. Const. 200 1JPN130W03 245 154000 crack 27 -1 370 S.I. Const. 200 1JPN130W04 177 323000 crack 27 -1 370 S.I. Const. 200 1JPN130W05 177 314000 crack 27 -1 370 S.I. Const. 200 1JPN130W06 177 372000 crack 27 -1 370 S.I. Const. 200 1JPN130W07 177 297000 crack 27 -1 370 S.I. Const. 200 1JPN130W08 127 1322000 crack 27 -1 370 S.I. Const. 200 1JPN130W09 127 5330000 runout 27 -1 370 S.I. Const. 200 1JPN130W10 127 1028000 crack 27 -1 370 S.I. Const. 200 1JPN13OW11 127 5340000 runout 27 -1 370 S.I. Const. 200 1JPN130N01 245 144000 crack 27 -1 370 S.I. Const. 200 1JPN130N02 245 137000 crack 27 -1 370 S.I. Const. 200 1JPN130N03 245 151000 crack 27 -1 370 S.I. Const. 200 1JPN130N04 245 139000 crack 27 -1 370 (continued on next page)

461 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 200 1JPN130N05 177 422000 crack 27 -1 370 S.I. Const. 200 1JPN130N06 177 709000 crack 27 -1 370 S.I. Const. 200 1JPN130N07 177 356000 crack 27 -1 370 S.I. Const. 200 1JPN130N08 127 958000 crack 27 -1 370 S.I. Const. 200 1JPN130N09 127 787000 crack 27 -1 370 S.I. Const. 200 1JPN130N10 127 777000 crack 27 -1 370 S.I. Const. 205 1JPN132W01 245 195000 crack 27 -1 370 S.I. Const. 205 1JPN132W02 245 168000 crack 27 -1 370 S.I. Const. 205 1JPN132W03 245 154000 crack 27 -1 370 S.I. Const. 205 1JPN132W04 177 360000 crack 27 -1 370 S.I. Const. 205 1JPN132W05 177 377000 crack 27 -1 370 S.I. Const. 205 1JPN132W06 177 348000 crack 27 -1 370 S.I. Const. 205 1JPN132W07 147 2370000 runout 27 -1 370 S.I. Const. 205 1JPN132W08 147 705000 crack 27 -1 370 S.I. Const. 205 1JPN132W09 147 1100000 crack 27 -1 370 S.I. Const. 205 1JPN132W10 127 2990000 runout 27 -1 370 S.I. Const. 205 1JPN132W11 127 1179000 crack 27 -1 370 S.I. Const. 205 1JPN132W12 127 1056000 crack 27 -1 370 S.I. Const. 205 1JPN134W01 245 177000 crack 27 -1 370 S.I. Const. 205 1JPN134W02 245 166000 crack 27 -1 370 S.I. Const. 205 1JPN134W03 245 213000 crack 27 -1 370 S.I. Const. 205 1JPN134W04 177 668000 crack 27 -1 370 S.I. Const. 205 1JPN134W05 177 327000 crack 27 -1 370 S.I. Const. 205 1JPN134W06 177 357000 crack 27 -1 370 S.I. Const. 205 1JPN134W07 147 662000 crack 27 -1 370 S.I. Const. 205 1JPN134W08 147 915000 crack 27 -1 370 S.I. Const. 205 1JPN134W09 147 4470000 runout 27 -1 370 S.I. Const. 205 1JPN134W10 127 1624000 crack 27 -1 370 S.I. Const. 205 1JPN134N01 245 150000 crack 27 -1 370 S.I. Const. 205 1JPN134N02 245 248000 crack 27 -1 370 S.I. Const. 205 1JPN134N03 245 130000 crack 27 -1 370 S.I. Const. 205 1JPN134N04 177 415000 crack 27 -1 370 S.I. Const. 205 1JPN134N05 177 532000 crack 27 -1 370 S.I. Const. 205 1JPN134N06 177 631000 crack 27 -1 370 S.I. Const. 205 1JPN134N07 127 1086000 crack 27 -1 370 S.I. Const. 205 1JPN134N08 127 968000 crack 27 -1 370 S.I. Const. 205 1JPN134N09 127 623000 crack 27 -1 370 S.I. Const. 26 1ORE11156 188 2940000 crack 9 -1 331 S.I. Const. 20 1ORE11157 154 774000 runout 7 -1 331 (continued on next page)

462 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 26 1ORE11155S 166 666000 crack 6 -1 331 S.I. Const. 26 1ORE11157S 158 1153000 crack 6 -1 331 S.I. Const. 140 1ORE11155 185 747000 crack 9 -1 331 S.I. Const. 140 1ORE11157 173 774000 crack 8 -1 331 S.I. Const. 145 1ORE1156S 179 503000 crack 8 -1 331 S.I. Const. 145 1ORE11157S 181 1150000 runout 8 -1 331 S.I. Const. 170 1ORE212321 166 818000 crack -1 -1 331 S.I. Const. 170 1ORE212322 166 481000 crack -1 -1 331 S.I. Const. 170 1ORE212323 161 797000 crack -1 -1 331 S.I. Const. 170 1ORE212324 157 921000 crack -1 -1 331 S.I. Const. 170 1ORE212325 166 494000 crack -1 -1 331 S.I. Const. 170 1ORE212326 162 766000 crack -1 -1 331 S.I. Const. 20 1ORE312571 154 1142000 crack -1 -1 331 S.I. Const. 20 1ORE312571 154 1530000 crack -1 -1 331 S.I. Const. 20 1ORE312571 154 1640000 crack -1 -1 331 S.I. Var. 20 1ORE312572 155 5200000 crack -1 -1 331 S.I. Var. 25 1ORE312573 178 4118000 crack -1 -1 331 S.I. Var. 20 1ORE312574 93 10500000 runout -1 -1 331 S.I. Var. 140 1ORE312574 178 10450000 crack -1 -1 331 S.I. Const. 132 1ORE50A201 156 1633000 crack -1 -1 331 S.I. Const. 132 1ORE50A301 154 656000 crack -1 -1 331 S.I. Const. 132 1ORE50A401 155 585000 crack -1 -1 331 S.I. Const. 132 1ORE50B101 134 618000 crack -1 -1 331 S.I. Const. 132 1ORE50B201 135 873000 crack -1 -1 331 S.I. Const. 132 1ORE50B301 133 1558000 crack -1 -1 331 S.I. Const. 190 1ORE6OR101 103 3121000 crack 10 -1 331 S.I. Const. 190 1ORE60R102 118 1702000 crack 10 -1 331 S.I. Const. 190 1ORE60R103 118 1593000 crack 10 -1 331 S.I. Const. 190 1ORE6OR104 118 1818000 crack 10 -1 331 S.I. Const. 190 1ORE60R105 118 1921000 crack 10 -1 331 S.I. Const. 190 1ORE60R106 118 1402000 crack 10 -1 331 S.I. Var. 100 1ORE80A601 55.9 24300000 crack -1 -1 331 S.I. Var. 100 1ORE80A602 55.9 27620000 crack -1 -1 331 S.I. Var. 140 1ORE712811 74.7 38500000 runout -1 -1 331 S.I. Var. 140 1ORE712812 74.7 19100000 runout -1 -1 331 S.I. Var. 140 1ORE712813 74.7 18200000 runout -1 -1 331 S.I. Var. 20 1ORE712811 65.6 38500000 runout -1 -1 331 S.I. Var. 21 1ORE712811 65.6 20750000 crack -1 -1 331 S.I. Var. 20 1ORE712812 65.6 19100000 runout -1 -1 331 (continued on next page)

463 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Var. 20 1ORE712813 65.6 18200000 runout -1 -1 331 S.I. Var. 132 1ORE712811 36.5 12770000 crack -1 -1 331 S.I. Var. 132 1ORE712812 43.3 2335000 crack -1 -1 331 S.I. Var. 132 1ORE712813 45.6 2345000 crack -1 -1 331 S.I. Var. 132 1ORE712812 69 6367000 crack -1 -1 331 S.I. Const. 27 10RE11156 160 2833000 crack -5 -1 331 S.I. Const. 20 1ORE11156S 160 503000 runout 5 -1 331 S.I. Const. 170 1ORE212324 175 921000 runout -1 -1 331 S.I. Const. 160 1ENG014301 200 145000 crack 0 -1 262 S.I. Const. 160 1ENG014302 140 470000 crack 0 -1 262 S.I. Const. 160 1ENG014303 100 10000000 runout 0 -1 262 S.I. Const. 160 1ENG015001 220 100000 crack 0 -1 727 S.I. Const. 160 1ENG015002 200 170000 crack 0 -1 727 S.I. Const. 160 1ENG015003 192 290000 crack 0 -1 727 S.I. Const. 160 1ENG015004 180 245000 crack 0 -1 727 S.I. Const. 160 1ENG015005 140 545000 crack 0 -1 727 S.I. Const. 160 1ENG015006 140 660000 crack 0 -1 727 S.I. Const. 160 1ENG015007 132 470000 crack 0 -1 727 S.I. Const. 160 1ENG015008 112 1330000 crack 0 -1 727 S.I. Const. 160 1ENG015009 100 1500000 crack 0 -1 727 S.I. Const. 160 1ENG015010 100 2550000 crack 0 -1 727 S.I. Const. 160 1ENG015011 90 10500000 runout 0 -1 727 S.I. Const. 160 1ENG015012 80 12500000 runout 0 -1 727 S.I. Const. 160 1ENG015013 260 100000 crack -130 -1 727 S.I. Const. 160 1ENG015014 220 122000 crack -110 -1 727 S.I. Const. 160 1ENG015015 180 170000 crack -90 -1 727 S.I. Const. 160 1ENG015016 150 510000 crack -75 -1 727 S.I. Const. 160 1ENG015017 120 735000 crack -60 -1 727 S.I. Const. 160 1ENG015018 200 100000 crack 200 -1 727 S.I. Const. 160 1ENG015019 160 325000 crack 160 -1 727 S.I. Const. 160 1ENG015020 126 678000 crack 126 -1 727 S.I. Const. 160 1ENGO15021 116 543000 crack 116 -1 727 S.I. Const. 160 1ENG015022 100 1250000 crack 100 -1 727 S.I. Const. 160 1ENG015023 85 5100000 crack 85 -1 727 S.I. Const. 160 1ENG015024 70 12000000 runout 70 -1 727 S.I. Const. 200 1ENG01F301 220 120000 crack 0 -1 392 S.I. Const. 200 1ENG01F302 200 123000 crack 0 -1 392 S.I. Const. 200 1ENG01F303 180 245000 crack 0 -1 392 S.I. Const. 200 1ENG01F304 180 290000 crack 0 -1 392 (continued on next page)

464 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 200 1ENG01F305 150 340000 crack 0 -1 392 S.I. Const. 200 1ENG01F306 130 735000 crack 0 -1 392 S.I. Const. 200 1ENG01F307 120 455000 crack 0 -1 392 S.I. Const. 200 1ENG01F309 100 1150000 crack 0 -1 392 S.I. Const. 200 1ENG01F310 90 1720000 crack 0 -1 392 S.I. Const. 200 1ENG01F311 80 2300000 crack 0 -1 392 S.I. Const. 200 1ENG01F312 70 7800000 runout 0 -1 392 S.I. Const. 256 1GDR010301 220 226000 crack -1 -1 -1 S.I. Const. 256 1GDR010302 220 400000 crack -1 -1 -1 S.I. Const. 256 1GDR010303 175 354000 crack -1 -1 -1 S.I. Const. 256 1GDR010304 175 376000 crack -1 -1 -1 S.I. Const. 256 1GDR010305 175 410000 crack -1 -1 -1 S.I. Const. 256 1GDR010306 175 673000 crack -1 -1 -1 S.I. Const. 256 1GDR010307 175 707000 crack -1 -1 -1 S.I. Const. 256 1GDR010308 145 683000 crack -1 -1 -1 S.I. Const. 256 1GDR010309 135 539000 crack -1 -1 -1 S.I. Const. 256 1GDR010310 135 1280000 crack -1 -1 -1 S.I. Const. 256 1GDR010311 135 2180000 crack -1 -1 -1 S.I. Const. 256 1GDR010312 135 4100000 runout -1 -1 -1 S.I. Const. 256 1GDR010313 110 771000 crack -1 -1 -1 S.I. Const. 256 1GDR010314 110 1560000 crack -1 -1 -1 S.I. Const. 256 1GDR010315 110 4640000 runout -1 -1 -1 S.I. Const. 256 1GDR010316 80 4530000 runout -1 -1 -1 S.I. Const. 256 1GDR010317 80 4750000 runout -1 -1 -1 S.I. Const. 256 1GDR010318 145 336000 crack -1 0.5 -1 S.I. Const. 256 1GDR010319 145 420000 crack -1 0.5 -1 S.I. Const. 251 1GDR010320 125 500000 crack -1 0.5 -1 S.I. Const. 256 1GDR010321 125 862000 crack -1 0.5 -1 S.I. Const. 256 1GDR010322 105 1540000 crack -1 0.5 -1 S.I. Const. 256 1GDR010323 105 1770000 crack -1 0.5 -1 S.I. Const. 256 1GDR010324 105 2260000 crack -1 0.5 -1 S.I. Const. 256 1GDR010325 105 2790000 crack -1 0.5 -1 S.I. Const. 256 1GDR010326 105 3280000 runout -1 0.5 -1 S.I. Const. 256 1GDR010327 105 5000000 runout -1 0.5 -1 S.I. Const. 256 1GDR010328 95 880000 crack -1 0.5 -1 S.I. Const. 256 1GDR010328 95 1130000 crack -1 0.5 -1 S.I. Const. 256 1GDR010329 95 1560000 crack -1 0.5 -1 S.I. Const. 256 1GDR010330 95 1720000 crack -1 0.5 -1 S.I. Const. 256 1GDR010331 95 3230000 crack -1 0.5 -1 (continued on next page)

465 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 256 1GDR010332 95 3900000 runout -1 0.5 -1 S.I. Const. 256 1GDR010333 85 4530000 runout -1 0.5 -1 S.I. Const. 251 1GDR010401 175 98000 crack -1 -1 -1 S.I. Const. 251 1GDR010402 175 118000 crack -1 -1 -1 S.I. Const. 251 1GDR010403 135 226000 crack -1 -1 -1 S.I. Const. 251 1GDR010404 135 259000 crack -1 -1 -1 S.I. Const. 251 1GDR010405 90 654000 crack -1 -1 -1 S.I. Const. 251 1GDR010406 90 905000 crack -1 -1 -1 S.I. Const. 251 1GDR010407 61 1490000 crack -1 -1 -1 S.I. Const. 251 1GDR010408 61 2340000 crack -1 -1 -1 S.I. Const. 251 1GDR010409 125 202000 crack -1 0.5 -1 S.I. Const. 251 1GDR010410 125 223000 crack -1 0.5 -1 S.I. Const. 251 1GDR010411 125 228000 crack -1 0.5 -1 S.I. Const. 251 1GDR010412 125 246000 crack -1 0.5 -1 S.I. Const. 251 1GDR010413 105 308000 crack -1 0.5 -1 S.I. Const. 251 1GDR010414 105 449000 crack -1 0.5 -1 S.I. Const. 251 1GDR010415 83 368000 crack -1 0.5 -1 S.I. Const. 251 1GDR010416 83 548000 crack -1 0.5 -1 S.I. Const. 251 1GDR010417 83 722000 crack -1 0.5 -1 S.I. Const. 251 1GDR010418 83 798000 crack -1 0.5 -1 S.I. Const. 251 1GDR010419 73 1150000 crack -1 0.5 -1 S.I. Const. 251 1GDR010420 63 1130000 crack -1 0.5 -1 S.I. Const. 251 1GDR010421 63 1920000 crack -1 0.5 -1 S.I. Const. 251 1GDR010422 63 2000000 crack -1 0.5 -1 S.I. Const. 251 1GDR010423 63 2170000 crack -1 0.5 -1 S.I. Const. 40 1GDR010501 220 226000 crack -1 -1 -1 S.I. Const. 40 1GDR010502 220 269000 crack -1 -1 -1 S.I. Const. 40 1GDR010503 175 256000 crack -1 -1 -1 S.I. Const. 40 1GDR010504 175 453000 crack -1 -1 -1 S.I. Const. 40 1GDR010505 133 453000 crack -1 -1 -1 S.I. Const. 40 1GDR010506 133 633000 crack -1 -1 -1 S.I. Const. 40 1GDR010507 133 906000 crack -1 -1 -1 S.I. Const. 40 1GDR010508 95 2210000 crack -1 -1 -1 S.I. Const. 40 1GDR010509 90 2000000 runout -1 -1 -1 S.I. Const. 40 1GDR010510 90 3010000 crack -1 -1 -1 S.I. Const. 40 1GDR010511 83 4150000 crack -1 -1 -1 S.I. Const. 40 1GDR010512 145 410000 crack -1 0.5 -1 S.I. Const. 40 1GDR010513 145 442000 crack -1 0.5 -1 S.I. Const. 40 1GDR010514 145 500000 crack -1 0.5 -1 (continued on next page)

466 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 40 1GDR010515 145 640000 crack -1 0.5 -1 S.I. Const. 40 1GDR010516 125 464000 crack -1 0.5 -1 S.I. Const. 40 1GDR010517 125 725000 crack -1 0.5 -1 S.I. Const. 40 1GDR010518 125 780000 crack -1 0.5 -1 S.I. Const. 40 1GDR010519 125 884000 crack -1 0.5 -1 S.I. Const. 40 1GDR010520 105 1220000 crack -1 0.5 -1 S.I. Const. 40 1GDR010521 105 1720000 crack -1 0.5 -1 S.I. Const. 40 1GDR010522 105 1950000 crack -1 0.5 -1 S.I. Const. 40 1GDR010523 105 2150000 crack -1 0.5 -1 S.I. Const. 40 1GDR010524 95 1400000 crack -1 0.5 -1 S.I. Const. 40 1GDR010525 80 2630000 crack -1 0.5 -1 S.I. Const. 40 1GDR010601 180 119000 crack -1 -1 -1 S.I. Const. 40 1GDR010602 180 190000 crack -1 -1 -1 S.I. Const. 40 1GDR010603 135 170000 crack -1 -1 -1 S.I. Const. 40 1GDR010604 135 220000 crack -1 -1 -1 S.I. Const. 40 1GDR010605 135 303000 crack -1 -1 -1 S.I. Const. 40 1GDR010606 90 669000 crack -1 -1 -1 S.I. Const. 40 1GDR010607 90 1480000 crack -1 -1 -1 S.I. Const. 40 1GDR010608 60 2130000 runout -1 -1 -1 S.I. Const. 40 1GDR010609 60 2780000 runout -1 -1 -1 S.I. Const. 40 1GDR010610 145 252000 crack -1 0.5 -1 S.I. Const. 40 1GDR010611 145 322000 crack -1 0.5 -1 S.I. Const. 40 1GDR010612 135 322000 crack -1 0.5 -1 S.I. Const. 40 1GDR010613 125 464000 crack -1 0.5 -1 S.I. Const. 40 1GDR010614 125 578000 crack -1 0.5 -1 S.I. Const. 40 1GDR010615 105 637000 crack -1 0.5 -1 S.I. Const. 40 1GDR010616 105 699000 crack -1 0.5 -1 S.I. Const. 40 1GDR010617 105 720000 crack -1 0.5 -1 S.I. Const. 40 1GDR010618 105 875000 crack -1 0.5 -1 S.I. Const. 40 1GDR010619 90 885000 crack -1 0.5 -1 S.I. Const. 40 1GDR010620 90 941000 crack -1 0.5 -1 S.I. Const. 40 1GDR010621 90 1170000 crack -1 0.5 -1 S.I. Const. 40 1GDR010622 90 1280000 crack -1 0.5 -1 S.I. Const. 40 1GDR010623 72 1310000 crack -1 0.5 -1 S.I. Const. 40 1GDR010624 72 2080000 crack -1 0.5 -1 S.I. Const. 40 1GDR010625 72 2210000 crack -1 0.5 -1 S.I. Const. 40 1GDR010626 72 2850000 crack -1 0.5 -1 S.I. Const. 256 1GDR020201 145 802000 crack -1 0.5 -1 S.I. Const. 256 1GDR020202 145 882000 crack -1 0.5 -1 (continued on next page)

467 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 256 1GDR020203 145 1153000 crack -1 0.5 -1 S.I. Const. 256 1GDR020204 145 1480000 runout -1 0.5 -1 S.I. Const. 256 1GDR020205 125 777000 crack -1 0.5 -1 S.I. Const. 256 1GDR020206 125 854000 crack -1 0.5 -1 S.I. Const. 256 1GDR020207 125 1134000 crack -1 0.5 -1 S.I. Const. 256 1GDR020208 125 1287000 crack -1 0.5 -1 S.I. Const. 256 1GDR020209 105 2033000 crack -1 0.5 -1 S.I. Const. 256 1GDR020210 105 3940000 crack -1 0.5 -1 S.I. Const. 130 1GDR020301 230 352000 crack -1 -1 -1 S.I. Const. 130 1GDR020302 230 450000 crack -1 -1 -1 S.I. Const. 130 1GDR020303 260 398000 crack -1 -1 -1 S.I. Const. 130 1GDR020304 260 603000 crack -1 -1 -1 S.I. Const. 130 1GDR020305 260 759000 crack -1 -1 -1 S.I. Const. 130 1GDR020306 160 819000 crack -1 -1 -1 S.I. Const. 130 1GDR020307 160 1360000 crack -1 -1 -1 S.I. Const. 130 1GDR020308 135 1260000 crack -1 -1 -1 S.I. Const. 130 1GDR020309 135 1740000 crack -1 -1 -1 S.I. Const. 130 1GDR020310 112 4100000 runout -1 -1 -1 S.I. Const. 130 1GDR020311 120 960000 crack -1 0.5 -1 S.I. Const. 130 1GDR020312 120 1260000 crack -1 0.5 -1 S.I. Const. 130 1GDR020313 120 1360000 crack -1 0.5 -1 S.I. Const. 130 1GDR020314 145 1630000 crack -1 0.5 -1 S.I. Const. 130 1GDR020315 145 1970000 crack -1 0.5 -1 S.I. Const. 130 1GDR020316 145 2050000 crack -1 0.5 -1 S.I. Const. 130 1GDR020317 125 3630000 runout -1 0.5 -1 S.I. Const. 130 1GDR020318 125 3920000 runout -1 0.5 -1 S.I. Const. 130 1GDR020319 125 4370000 runout -1 0.5 -1 S.I. Const. 130 1GDR020401 175 110000 crack -1 -1 -1 S.I. Const. 130 1GDR020402 135 210000 crack -1 -1 -1 S.I. Const. 130 1GDR020403 135 230000 crack -1 -1 -1 S.I. Const. 130 1GDR020404 110 570000 crack -1 -1 -1 S.I. Const. 130 1GDR020405 90 970000 crack -1 -1 -1 S.I. Const. 130 1GDR020406 90 1070000 crack -1 -1 -1 S.I. Const. 130 1GDR020407 67 1480000 crack -1 -1 -1 S.I. Const. 130 1GDR020408 67 1660000 crack -1 -1 -1 S.I. Const. 130 1GDR020409 55 4040000 runout -1 -1 -1 S.I. Const. 130 1GDR020410 55 4840000 runout -1 -1 -1 S.I. Const. 130 1GDR020411 170 130000 crack -1 0.5 -1 S.I. Const. 130 1GDR020412 170 150000 crack -1 0.5 -1 (continued on next page)

468 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 130 1GDR020413 145 300000 crack -1 0.5 -1 S.I. Const. 130 1GDR020414 145 340000 crack -1 0.5 -1 S.I. Const. 130 1GDR020415 125 310000 crack -1 0.5 -1 S.I. Const. 130 1GDR020416 125 380000 crack -1 0.5 -1 S.I. Const. 130 1GDR020417 90 1170000 crack -1 0.5 -1 S.I. Const. 130 1GDR020418 90 1330000 crack -1 0.5 -1 S.I. Const. 130 1GDR020419 75 1660000 crack -1 0.5 -1 S.I. Const. 130 1GDR020420 75 2130000 crack -1 0.5 -1 S.I. Const. 130 1GDR020421 75 2420000 crack -1 0.5 -1 S.I. Const. 130 1GDR020422 62 1460000 crack -1 0.5 -1 S.I. Const. 130 1GDR020423 62 1560000 crack -1 0.5 -1 S.I. Const. 130 1GDR020424 62 1740000 crack -1 0.5 -1 S.I. Const. 130 1GDR020425 62 1850000 crack -1 0.5 -1 S.I. Const. 130 1GDR020426 62 3020000 crack -1 0.5 -1 Imp. Const. 41 0NC1CWA133 16 336700 crack -10 -1 36 Imp. Const. 41 0NC1CRA141 20 192200 crack -14 -1 36 Imp. Const. 41 0NC1CRA144 20 176100 crack -14 -1 36 Imp. Const. 41 0NC1CRA151 24 114400 crack -18 -1 36 Imp. Const. 41 0NC1CRB131 16 418100 crack -10 -1 50 Imp. Const. 41 0NC1CWB132 16 356300 crack -10 -1 50 Imp. Const. 41 0NC1CRB141 20 186600 crack -14 -1 50 Imp. Const. 41 0NC1CWB142 20 154200 crack -14 -1 50 Imp. Const. 41 0NC1CWB143 20 170500 crack -14 -1 50 Imp. Const. 41 0NC1CRB151 24 108200 crack -18 -1 50 Imp. Const. 41 0NC1CRC131 16 394700 crack -10 -1 100 Imp. Const. 41 0NC1CWC132 16 482800 crack -10 -1 100 Imp. Const. 41 0NC1CRC141 20 242700 crack -14 -1 100 Imp. Const. 41 0NC1CWC142 20 295000 crack -14 -1 100 Imp. Const. 41 0NC1CWC143 20 254300 crack -14 -1 100 Imp. Const. 41 0NC1CRC151 24 156600 crack -18 -1 100 Imp. Const. 41 0NC1CWC152 24 137400 crack -18 -1 100 Imp. Const. 41 0NC1CWC153 24 170700 crack -18 -1 100 Imp. Const. 41 0NC1CRC231 16 428500 crack -18 -1 100 Imp. Const. 41 0NC1CWC242 20 242800 crack -22 -1 100 Imp. Const. 41 0NC1CWC251 24 154100 crack -26 -1 100 Imp. Const. 41 0NC1CRC341 20 196400 crack -30 -1 100 Imp. Const. 31 0NC1CRA131 16 555000 crack -10 -1 36 Imp. Const. 31 0NC1CRC131 16 514800 crack -10 -1 100 Imp. Const. 31 0NC1CWC132 16 1228000 crack -10 -1 100 (continued on next page)

469 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 31 0NC1CRC141 16 341300 crack -10 -1 100 Imp. Const. 31 0NC1CWC143 20 445900 crack -14 -1 100 Imp. Const. 31 0NC1CRC144 20 282300 crack -14 -1 100 Imp. Const. 31 0NC1CWC251 24 192500 crack -26 -1 100 Imp. Const. 41 0NC1CTA141 20 160300 crack -14 -1 36 Imp. Const. 41 0NC1CTA243 20 226400 crack -22 -1 36 Imp. Const. 61 0NC1CBA132 16 275700 crack -10 -1 36 Imp. Const. 61 0NC1CBA143 20 204000 crack -14 -1 36 Imp. Const. 51 0NC1CBA131 16 308200 crack -10 -1 36 Imp. Const. 51 0NC1CBA132 16 156700 crack -10 -1 36 Imp. Const. 51 0NC1CBA133 16 198600 crack -10 -1 36 Imp. Const. 51 0NC1CBA141 20 186300 crack -14 -1 36 Imp. Const. 51 0NC1CBA142 20 158200 crack -14 -1 36 Imp. Const. 51 0NC1CBA143 20 122400 crack -14 -1 36 Imp. Const. 51 0NC1CBA151 24 77400 crack -18 -1 36 Imp. Const. 51 0NC1CBA152 24 47500 crack -18 -1 36 Imp. Const. 51 0NC1CBA243 20 142200 crack -22 -1 36 S.I. Const. 220 1MAR01F111 104 3517000 crack 3 107 345 S.I. Const. 220 1MAR01F112 104 2065000 crack 3 107 345 S.I. Const. 220 1MAR01F113 104 10000000 runout 3 107 345 S.I. Const. 220 1MAR01F114 104 2046000 crack 3 107 345 S.I. Const. 220 1MAR01F115 104 2178000 crack 3 107 345 S.I. Const. 220 1MAR01F211 145 1209000 crack 3 148 345 S.I. Const. 220 1MAR01F212 145 706000 crack 3 148 345 S.I. Const. 220 1MAR01F213 145 1075000 crack 3 148 345 S.I. Const. 220 1MAR01F214 145 1523000 crack 3 148 345 S.I. Const. 220 1MAR01F215 145 967000 crack 3 148 345 S.I. Const. 220 1MAR01F311 207 410000 crack 3 210 345 S.I. Const. 220 1MAR01F312 207 292000 crack 3 210 345 S.I. Const. 220 1MAR01F313 207 260000 crack 3 210 345 S.I. Const. 220 1MAR01F314 207 289000 crack 3 210 345 S.I. Const. 220 1MAR01F315 207 255000 crack 3 210 345 S.I. Const. 220 1MAR01F411 290 86000 crack 3 293 345 S.I. Const. 220 1MAR01F412 290 102000 crack 3 293 345 S.I. Const. 220 1MAR01F413 290 79000 crack 3 293 345 S.I. Const. 220 1MAR01F414 290 120000 crack 3 193 345 S.I. Const. 220 1MAR01F415 290 111000 crack 3 293 345 S.I. Const. 225 1MAR01F121 104 4476000 crack 3 107 345 S.I. Const. 225 1MAR01F122 104 3502000 crack 3 107 345 (continued on next page)

470 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 225 1MAR01F123 104 2922000 crack 3 107 345 S.I. Const. 225 1MAR01F124 104 3498000 crack 3 107 345 S.I. Const. 225 1MAR01F125 104 3159000 crack 3 107 345 S.I. Const. 225 1MAR01F221 145 959000 crack 3 148 345 S.I. Const. 225 1MAR01F222 145 805000 crack 3 148 345 S.I. Const. 225 1MAR01F223 145 668000 crack 3 148 345 S.I. Const. 225 1MAR01F224 145 832000 crack 3 148 345 S.I. Const. 225 1MAR01F225 145 879000 crack 3 148 345 S.I. Const. 225 1MAR01F321 207 294000 crack 3 210 345 S.I. Const. 225 1MAR01F322 207 398000 crack 3 210 345 S.I. Const. 225 1MAR01F323 207 269000 crack 3 210 345 S.I. Const. 225 1MAR01F324 207 327000 crack 3 210 345 S.I. Const. 225 1MAR01F325 207 366000 crack 3 210 345 S.I. Const. 225 1MAR01F131 104 5754000 crack 3 107 345 S.I. Const. 225 1MAR01F132 104 1830000 crack 3 107 345 S.I. Const. 225 1MAR01F133 104 3442000 crack 3 107 345 S.I. Const. 225 1MAR01F134 104 1598000 crack 3 107 345 S.I. Const. 225 1MAR01F231 145 891000 crack 3 148 345 S.I. Const. 225 1MAR01F231 145 1184000 crack 3 148 345 S.I. Const. 225 1MAR01F233 145 1062000 crack 3 148 345 S.I. Const. 225 1MAR01F234 145 1569000 crack 3 148 345 S.I. Const. 225 1MAR01F141 104 3273000 crack 3 107 345 S.I. Const. 225 1MAR01F142 104 4189000 crack 3 107 345 S.I. Const. 225 1MAR01F143 104 2288000 crack 3 107 345 S.I. Const. 225 1MAR01F144 104 2415000 crack 3 107 345 S.I. Const. 225 1MAR01F145 104 1477000 crack 3 107 345 S.I. Const. 225 1MAR01F241 145 891000 crack 3 148 345 S.I. Const. 225 1MAR01F242 145 862000 crack 3 148 345 S.I. Const. 225 1MAR01F243 145 1024000 crack 3 148 345 S.I. Const. 225 1MAR01F244 145 890000 crack 3 148 345 S.I. Const. 225 1MAR01F245 145 1019000 crack 3 148 345 S.I. Const. 225 1MAR01F341 207 319000 crack 3 210 345 S.I. Const. 225 1MAR01F342 207 272000 crack 3 210 345 S.I. Const. 225 1MAR01F343 207 264000 crack 3 210 345 S.I. Const. 225 1MAR01F344 207 202000 crack 3 210 345 S.I. Const. 225 1MAR01F345 207 281000 crack 3 210 345 S.I. Const. 225 1MAR01F441 290 95000 crack 3 293 345 S.I. Const. 225 1MAR01F442 290 82000 crack 3 293 345 S.I. Const. 225 1MAR01F443 290 126000 crack 3 293 345 (continued on next page)

471 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 225 1MAR01F444 290 96000 crack 3 293 345 S.I. Const. 225 1MAR01F445 290 84000 crack 3 293 345 S.I. Const. 225 1MAR01F151 104 5570000 crack 3 107 345 S.I. Const. 225 1MAR01F152 104 1636000 crack 3 107 345 S.I. Const. 225 1MAR01F153 104 2750000 crack 3 107 345 S.I. Const. 225 1MAR01F154 104 1970000 crack 3 107 345 S.I. Const. 225 1MAR01F251 145 1187000 crack 3 148 345 S.I. Const. 225 1MAR01F252 145 1003000 crack 3 148 345 S.I. Const. 225 1MAR01F253 145 909000 crack 3 148 345 S.I. Const. 225 1MAR01F254 145 824000 crack 3 148 345 Imp. Const. 251 1USA01BA00 9 3370000 crack 10.8 0.55 36 Imp. Const. 251 1USA01B4A0 9 3277000 crack 10.8 0.55 36 Imp. Const. 251 1USA01B6A0 9 2823000 crack 10 0.53 50 Imp. Const. 251 1USA01B200 8.7 2024000 crack 17.3 0.67 100 Imp. Const. 251 1USA01B2A0 8.7 2866000 crack 17.3 0.67 100 Imp. Const. 130 1USA01B600 8 2955000 crack 16.4 0.67 50 Imp. Const. 40 1USA01B100 8 1806000 crack 18 0.7 100 Imp. Const. 40 1USA01B1A0 8 1134000 crack 18 0.7 100 Imp. Const. 40 1USA01B300 8 2171000 crack 1.8 0.2 36 Imp. Const. 30 1USA01B3A0 8 1817000 crack 1.8 0.2 36 Imp. Const. 40 1USA01B500 8 2013000 crack 2.5 0.24 50 Imp. Const. 40 1USA01B5A0 8 2020000 crack 2.5 0.24 50 Imp. Const. 260 1USA01B1A0 18 3069000 crack 1.8 0.1 36 Imp. Const. 260 1USA01B100 18 3312000 crack 1.8 0.1 36 Imp. Const. 260 1USA01B120 18 3069000 crack 1.8 0.1 50 Imp. Const. 260 1USA01B8A0 18 4180000 runout 8.7 0.33 100 Imp. Const. 100 1USA01B9A0 13.6 5440000 crack 7.1 0.34 36 Imp. Const. 100 1USA01B11A 15.7 1825000 crack 5 0.24 50 Imp. Const. 90 1USA01B110 15 3064000 crack 4.8 0.24 50 Imp. Const. 100 1USA01B7A0 15.6 1452000 crack 14.4 0.48 100 Imp. Const. 100 1USA01B700 13.6 8360000 runout 14.4 0.51 100 Imp. Const. 40 1USA02CP01 4 98000000 runout 10 -1 50 Imp. Const. 30 1USA01CP02 4 98500000 runout 10 -1 50 Imp. Const. 40 1USA02CP03 4 99000000 runout 10 -1 50 Imp. Const. 30 1USA01CP04 4 99500000 runout 10 -1 50 Imp. Const. 40 1USA02CP05 4.6 98000000 runout 10 -1 50 Imp. Const. 30 1USA01CP06 4.6 98500000 runout 10 -1 50 Imp. Const. 40 1USA02CP07 4.6 99000000 runout 10 -1 50 Imp. Const. 30 1USA01CP08 4.6 99500000 runout 10 -1 50 (continued on next page)

472 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 40 1USA02CM09 4.7 34930000 crack 9.3 -1 36 Imp. Const. 30 1USA01CM10 4.7 37710000 crack 9.3 -1 36 Imp. Const. 40 1USA02CP11 5 16610000 crack 10 -1 50 Imp. Const. 30 1USA01CP12 5 32510000 crack 10 -1 50 Imp. Const. 40 1USA02CP13 5 8451000 crack 10 -1 50 Imp. Const. 30 1USA01CP14 5 47290000 crack 10 -1 50 Imp. Const. 40 1USA02CW15 5 89200000 runout 24 -1 50 Imp. Const. 30 1USA01CW16 5 89400000 runout 24 -1 50 Imp. Const. 40 1USA02CT17 6 11420000 crack 10 -1 36 Imp. Const. 30 1USA01CT18 6 12160000 crack 10 -1 36 Imp. Const. 40 1USA02CW19 6 4327000 crack 10 -1 50 Imp. Const. 30 1USA01CW20 6 12160000 crack 10 -1 50 Imp. Const. 40 1USA02CW21 6 99500000 runout 24 -1 50 Imp. Const. 30 1USA01CW22 6 99000000 runout 24 -1 50 Imp. Const. 40 1USA02CP23 8 2334000 crack 10 -1 50 Imp. Const. 30 1USA01CP24 8 5006000 crack 10 -1 50 Imp. Const. 40 1USA02CP25 8 4235000 crack 10 -1 50 Imp. Const. 30 1USA01CP26 8 13510000 crack 10 -1 50 S.I. Const. 240 CDN010001 119 1190000 crack -1 -1 -1 S.I. Const. 240 CDN010002 119 1280000 crack -1 -1 -1 S.I. Const. 240 CDN010003 119 1970000 crack -1 -1 -1 S.I. Const. 240 CDN010004 112 2090000 crack -1 -1 -1 S.I. Const. 240 CDN010005 103 2960000 crack -1 -1 -1 S.I. Const. 240 CDN010006 103 4090000 crack -1 -1 -1 S.I. Const. 240 CDN010007 103 4410000 crack -1 -1 -1 S.I. Const. 240 CDN010008 83 7860000 crack -1 -1 -1 Imp. Const. 120 1CDN021W01 5 15900000 runout 2.78 -1 36 Imp. Const. 120 1CDN022W01 10 1442000 crack 2.78 -1 36 Imp. Const. 120 1CDN022W02 10 1739000 crack 2.78 -1 36 Imp. Const. 120 1CDN022W03 10 1814000 crack 2.78 -1 36 Imp. Const. 120 1CDN022W04 10 1830000 crack 2.78 -1 36 Imp. Const. 120 1CDN023W01 15 350000 crack 2.78 -1 36 Imp. Const. 120 1CDN023W02 15 357000 crack 2.78 -1 36 Imp. Const. 120 1CDN023W03 15 365000 crack 2.78 -1 36 Imp. Const. 120 1CDN024W01 10 1296000 crack 2.64 -1 36 Imp. Const. 120 1CDN024W02 10 1821000 crack 2.64 -1 36 Imp. Const. 120 1CDN025W01 17 144000 crack 2.64 -1 36 Imp. Const. 120 1CDN025W02 17 222000 crack 2.64 -1 36 Imp. Const. 120 1CDN026W01 13 794000 crack 2.64 -1 36 (continued on next page)

473 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 120 1CDN026W02 13 798000 crack 2.64 -1 36 Imp. Const. 120 1CDN026W03 13 804000 crack 2.64 -1 36 Imp. Const. 232 1CDN021RG1 11 1329000 crack 2.78 -1 36 Imp. Const. 232 1CDN021RG2 11 2240000 runout 2.78 -1 36 Imp. Const. 232 1CDN022RG1 13 1337000 crack 2.78 -1 36 Imp. Const. 232 1CDN022RG2 13 1388000 crack 2.78 -1 36 Imp. Const. 232 1CDN023RG1 17 432000 crack 2.78 -1 36 Imp. Const. 232 1CDN023RG2 17 498000 crack 2.78 -1 36 Imp. Const. 232 1CDN024RG1 10 3741000 crack 2.78 -1 36 Imp. Const. 232 1CDN024RG2 10 8090000 runout 2.78 -1 36 Imp. Const. 232 1CDN026RG1 19 506000 crack 2.78 -1 36 Imp. Const. 232 1CDN026RG2 19 845000 crack 2.78 -1 36 Imp. Const. 233 1CDN021T01 11 875000 crack 2.78 -1 36 Imp. Const. 233 1CDN021T02 11 988000 crack 2.78 -1 36 Imp. Const. 233 1CDN022T01 17 223000 crack 2.78 -1 36 Imp. Const. 233 1CDN022T02 17 226000 crack 2.78 -1 36 Imp. Const. 233 1CDN02P101 13 714000 crack 2.78 -1 36 Imp. Const. 233 1CDN02P102 13 744000 crack 2.78 -1 36 Imp. Const. 234 1CDN021TG1 11 1163000 crack 2.78 -1 36 Imp. Const. 234 1CDN021TG2 11 1754000 crack 2.78 -1 36 Imp. Const. 10 2NC1620001 33.6 734000 crack 1 -1 33 Imp. Const. 10 2NC1620002 30 1760000 crack 1 -1 33 Imp. Const. 10 2NC1620003 33.6 3271000 crack 1 -1 33 Imp. Const. 10 2NC1320001 40.6 1055000 crack 1 -1 33 Imp. Const. 10 2NC1320002 38.4 1668000 crack 1 -1 33 Imp. Const. 10 2NC1320003 37.4 3452000 crack 1 -1 33 Imp. Const. 10 2NC1320004 36.4 5100000 crack 1 -1 33 Imp. Const. 10 2NC1090001 52.5 77000 crack 1 -1 33 Imp. Const. 10 2NC1090002 52.5 97000 crack 1 -1 33 Imp. Const. 10 2NC1090003 52.5 103000 crack 1 -1 33 Imp. Const. 10 2NC1090004 52.5 165000 crack 1 -1 33 Imp. Const. 10 2NC1520001 53.8 336000 crack 1 -1.01 0 Imp. Const. 10 2NC1520002 45.8 3000000 runout 1 -1.01 0 Imp. Const. 10 2NC1420001 67.7 119000 crack 1 -1.01 0 Imp. Const. 10 2NC1420002 65.9 196000 crack 1 -1.01 0 Imp. Const. 10 2NC1420003 56.8 440000 crack 1 -1.01 0 Imp. Const. 10 2NC1420004 56 483000 crack 1 -1.01 0 Imp. Const. 10 2NC1420005 55.3 734000 crack 1 -1.01 0 Imp. Const. 10 2NC1420006 44 758000 crack 1 -1.01 0 (continued on next page)

474 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 10 2NC1420007 47 1041000 crack 1 -1.01 0 Imp. Const. 10 2NC1420008 42.2 1345000 crack 1 -1.01 0 Imp. Const. 10 2NC1420009 40 1883000 crack 1 -1.01 0 Imp. Const. 10 2NC1420010 36.4 6240000 runout 1 -1.01 0 Imp. Const. 10 2NC1420011 41.1 6410000 runout 1 -1.01 0 Imp. Const. 10 2NC1420012 55.3 6770000 runout 1 -1.01 0 Imp. Const. 10 2NC1420013 36 7340000 runout 1 -1.01 0 Imp. Const. 100 1USA040103 16.3 1460000 crack 1 -1 36 Imp. Const. 100 1USA040107 16.4 1465000 crack 1 -1 36 Imp. Const. 251 1USA03010H 11.5 760000 crack 1 -1 36 Imp. Const. 251 1USA03010I 11.5 950000 crack 1 -1 36 Imp. Const. 251 1USA03020E 11 1270000 crack 1 -1 36 Imp. Const. 251 1USA03020G 10.8 1860000 crack 1 -1 36 Imp. Const. 251 1USA03030E 10.8 1450000 crack 1 -1 36 Imp. Const. 251 1USA0303EE 8.7 2070000 crack 1 -1 36 Imp. Const. 251 1USA03040H 11.8 970000 crack 1 -1 36 Imp. Const. 251 1USA03040I 11.9 800000 crack 1 -1 36 Imp. Const. 251 1USA03040J 8.5 1320000 crack 1 -1 36 Imp. Const. 251 1USA03050O 11 1270000 crack 1 -1 36 Imp. Const. 251 1USA03050R 11.1 1300000 crack 1 -1 36 Imp. Const. 251 1USA0305BB 9.6 2140000 crack 1 -1 36 Imp. Const. 130 1USA030100 10.7 950000 crack 1 -1 36 Imp. Const. 130 1USA03010S 11.8 1610000 crack 1 -1 36 Imp. Const. 130 1USA03010Y 11.9 1630000 crack 1 -1 36 Imp. Const. 130 1USA03030C 13.2 1020000 crack 1 -1 36 Imp. Const. 130 1USA03030L 13.9 1600000 crack 1 -1 36 Imp. Const. 130 1USA03040Q 10 1320000 crack 1 -1 36 Imp. Const. 130 1USA03050K 13.3 2140000 crack 1 -1 36 Imp. Const. 230 1USA03020T 10.7 1380000 crack 1 -1 36 Imp. Const. 230 1USA0303II 10.6 1600000 crack 1 -1 36 Imp. Const. 230 1USA03040S 9.2 1640000 crack 1 -1 36 Imp. Const. 230 1USA03040T 10.6 1640000 crack 1 -1 36 Imp. Const. 230 1USA03050U 11.2 2140000 crack 1 -1 36 Imp. Const. 230 1USA03050W 10.4 2140000 crack 1 -1 36 Imp. Const. 230 1USA04010C 14.6 460000 crack 1 -1 36 Imp. Const. 230 1USA0401CC 15.1 770000 crack 1 -1 36 Imp. Const. 230 1USA04010F 9.5 1077000 crack 1 -1 36 Imp. Const. 230 1USA0401FF 9.1 1460000 crack 1 -1 36 Imp. Const. 230 1USA04010G 9.2 1460000 crack 1 -1 36 (continued on next page)

475 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 230 1USA0401GG 9 1671000 crack 1 -1 36 Imp. Const. 230 1USA0401HH 9.5 1460000 crack 1 -1 36 Imp. Const. 230 1USA04010G 8.7 1556000 crack 1 -1 36 Imp. Const. 230 1USA0401GG 8.7 1761000 crack 1 -1 36 Imp. Const. 253 1USA03040B 15.3 1640000 crack 1 -1 36 Imp. Const. 253 1USA03040Z 16.4 1320000 crack 1 -1 36 Imp. Const. 253 1USA0305DD 15.4 1560000 crack 1 -1 36 Imp. Const. 253 1USA0305EE 17 930000 crack 1 -1 36 Imp. Const. 253 1USA0305FF 16.5 2140000 crack 1 -1 36 Imp. Const. 233 1USA04020H 16.9 853000 crack 1 -1 36 Imp. Const. 233 1USA0402HH 16.2 1021000 crack 1 -1 36 Imp. Const. 233 1USA04030I 15.2 1369000 crack 1 -1 36 Imp. Const. 233 1USA0403II 15.7 1369000 crack 1 -1 36 Imp. Const. 231 1USA04010I 16.9 701000 crack 1 -1 36 Imp. Const. 231 1USA0401II 16.3 1077000 crack 1 -1 36 S.I. Const. 250 1ICOM10501 150 100000 crack -1 -1 -1 S.I. Const. 250 1ICOM10502 120 220000 crack -1 -1 -1 S.I. Const. 250 1ICOM10503 120 290000 crack -1 -1 -1 S.I. Const. 250 1ICOM10504 120 310000 crack -1 -1 -1 S.I. Const. 250 1ICOM10505 120 415000 crack -1 -1 -1 S.I. Const. 250 1ICOM10506 80 1720000 crack -1 -1 -1 S.I. Const. 250 1ICOM10507 60 5010000 crack -1 -1 -1 S.I. Const. 250 1ICOM10508 50 7440000 crack -1 -1 -1 S.I. Const. 255 1ICOM10601 135 640000 crack -1 -1 -1 S.I. Const. 255 1ICOM10602 135 1050000 crack -1 -1 -1 S.I. Const. 255 1ICOM10603 130 1300000 crack -1 -1 -1 S.I. Const. 255 1ICOM10604 120 710000 crack -1 -1 -1 S.I. Const. 255 1ICOM10605 120 760000 crack -1 -1 -1 S.I. Const. 255 1ICOM10606 120 1700000 runout -1 -1 -1 S.I. Const. 255 1ICOM10607 120 2430000 crack -1 -1 -1 S.I. Const. 255 1ICOM10608 120 3610000 crack -1 -1 -1 S.I. Const. 255 1ICOM10609 120 4470000 runout -1 -1 -1 S.I. Const. 120 1ICOM10701 120 220000 crack -1 -1 -1 S.I. Const. 120 1ICOM10702 105 355000 crack -1 -1 -1 S.I. Const. 120 1IC0M10703 105 360000 crack -1 -1 -1 S.I. Const. 120 1ICOM10704 90 744000 crack -1 -1 -1 S.I. Const. 120 1ICOM10705 90 750000 crack -1 -1 -1 S.I. Const. 120 1ICOM10706 70 1700000 crack -1 -1 -1 S.I. Const. 120 1ICOM10707 70 1750000 crack -1 -1 -1 (continued on next page)

476 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 120 1ICOM10708 70 1760000 crack -1 -1 -1 S.I. Const. 120 1ICOM10709 125 370000 crack -1 -1 -1 S.I. Const. 120 1ICOM10710 125 373000 crack -1 -1 -1 S.I. Const. 120 1ICOM10711 125 405000 crack -1 -1 -1 S.I. Const. 120 1ICOM10712 125 518000 crack -1 -1 -1 S.I. Const. 120 1ICOM10713 85 910000 crack -1 -1 -1 S.I. Const. 120 1ICOM10714 85 915000 crack -1 -1 -1 S.I. Const. 120 1ICOM10715 85 1160000 crack -1 -1 -1 S.I. Const. 120 1ICOM10716 85 1170000 crack -1 -1 -1 S.I. Const. 200 1ICOM10301 240 105000 crack -1 -1 -1 S.I. Const. 200 1ICOM10302 240 122000 crack -1 -1 -1 S.I. Const. 200 1ICOM10303 240 128000 crack -1 -1 -1 S.I. Const. 200 1ICOM10304 240 133000 crack -1 -1 -1 S.I. Const. 200 1ICOM10305 240 153000 crack -1 -1 -1 S.I. Const. 200 1ICOM10206 240 159000 crack -1 -1 -1 S.I. Const. 200 1IC0M10307 175 284000 crack -1 -1 -1 S.I. Const. 200 1ICOM10308 175 306000 crack -1 -1 -1 S.I. Const. 200 1IC0M10309 175 310000 crack -1 -1 -1 S.I. Const. 200 1ICOM10310 175 324000 crack -1 -1 -1 S.I. Const. 200 1IC0M10311 175 358000 crack -1 -1 -1 S.I. Const. 200 1ICOM10312 175 364000 crack -1 -1 -1 S.I. Const. 200 1ICOM10313 175 370000 crack -1 -1 -1 S.I. Const. 200 1ICOM10314 125 706000 crack -1 -1 -1 S.I. Const. 200 1ICOM10315 125 980000 crack -1 -1 -1 S.I. Const. 200 1ICOM10316 125 1010000 crack -1 -1 -1 S.I. Const. 200 1ICOM10317 125 1020000 crack -1 -1 -1 S.I. Const. 200 1ICOM10318 125 1080000 crack -1 -1 -1 S.I. Const. 200 1ICOM10319 125 1090000 crack -1 -1 -1 S.I. Const. 200 1ICOM10320 125 5000000 runout -1 -1 -1 S.I. Const. 200 1IC0M10321 125 5000000 runout -1 -1 -1 S.I. Const. 200 1IC0M10322 240 130000 crack -1 -1 -1 S.I. Const. 200 1IC0M10323 240 135000 crack -1 -1 -1 S.I. Const. 200 1ICOM10324 240 144000 crack -1 -1 -1 S.I. Const. 200 1IC0M10325 240 170000 crack -1 -1 -1 S.I. Const. 200 1ICOM10326 175 346000 crack -1 -1 -1 S.I. Const. 200 1IC0M10327 175 402000 crack -1 -1 -1 S.I. Const. 200 1IC0M10328 175 700000 crack -1 -1 -1 S.I. Const. 200 1ICOM10329 125 755000 crack -1 -1 -1 S.I. Const. 200 1ICOM10330 125 793000 crack -1 -1 -1 (continued on next page)

477 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 200 1ICOM10331 125 921000 crack -1 -1 -1 S.I. Const. 200 1ICOM10332 150 270000 crack -1 -1 -1 S.I. Const. 200 1ICOM10333 150 314000 crack -1 -1 -1 S.I. Const. 200 1ICOM10334 150 335000 crack -1 -1 -1 S.I. Const. 200 1ICOM10335 150 507000 crack -1 -1 -1 S.I. Const. 200 1IC0M10336 80 2490000 crack -1 -1 -1 S.I. Const. 200 1IC0M10337 80 5030000 crack -1 -1 -1 S.I. Const. 220 1ICOM20201 180 179000 crack -1 0.1 470 S.I. Const. 220 1ICOM20202 150 504000 crack -1 0.1 470 S.I. Const. 220 1ICOM20203 110 1470000 crack -1 0.1 470 S.I. Const. 220 1ICOM20204 80 15800000 crack -1 0.1 470 S.I. Const. 200 1IC0M20301 180 164000 crack -1 0.1 470 S.I. Const. 130 1ICOM3PSR1 120 1234000 crack 20 140 510 S.I. Const. 130 1ICOM3PSR2 120 572000 crack 20 140 510 S.I. Const. 130 1ICOM3PSR2 120 673000 crack 20 140 510 S.I. Const. 130 1ICOM3PSR3 120 463000 crack 20 140 510 S.I. Const. 130 1ICOM3PSR4 120 531000 crack 20 140 510 S.I. Const. 130 1ICOM3PSR4 120 540000 crack 20 140 510 S.I. Const. 130 1ICOM3PSR4 120 1308000 crack 20 140 510 S.I. Const. 130 1ICOM3PSR4 120 1350000 crack 20 140 510 S.I. Const. 130 1ICOM3PSR5 120 451000 crack 20 140 510 S.I. Const. 130 1ICOM3PSR5 120 455000 crack 20 140 510 S.I. Const. 130 1ICOM3PSR5 120 773000 crack 20 140 510 S.I. Const. 130 1ICOM3PSR5 120 780000 crack 20 140 510 S.I. Const. 130 1ICOM3PRG1 80 2764000 crack 20 100 510 S.I. Const. 130 1ICOM3PRG2 80 1945000 crack 20 100 510 S.I. Const. 130 1ICOM3PRG2 80 1960000 crack 20 100 510 S.I. Const. 130 1ICOM3PRG3 120 617000 crack 20 140 510 S.I. Const. 130 1ICOM3PRG3 120 620000 crack 20 140 510 S.I. Const. 130 1ICOM3PRG4 120 612000 crack 20 140 510 S.I. Const. 130 1ICOM3PRG4 120 618000 crack 20 140 510 S.I. Const. 130 1ICOM3PRG5 160 261000 crack 20 180 510 S.I. Const. 130 1ICOM3PRG5 160 268000 crack 20 180 510 S.I. Const. 130 1ICOM3PRG6 160 271000 crack 20 180 510 S.I. Const. 130 1ICOM3PRG6 160 275000 crack 20 180 510 S.I. Const. 251 1ICOM3PRG1 80 1922000 crack 20 100 510 S.I. Const. 251 1ICOM3PRG1 80 1950000 crack 20 100 510 S.I. Const. 251 1ICOM3PRG2 80 1810000 crack 20 100 510 S.I. Const. 251 1ICOM3PRG3 120 514000 crack 20 140 510 (continued on next page)

478 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 251 1ICOM3PRG4 120 361000 crack 20 140 510 S.I. Const. 251 1ICOM3PRG5 160 210000 crack 20 180 510 S.I. Const. 251 1ICOM3PRG6 160 199000 crack 20 180 510 S.I. Const. 251 1ICOM3PSG1 120 297000 crack 20 140 510 S.I. Const. 251 1ICOM3PSG1 120 300000 crack 20 140 510 S.I. Const. 251 1ICOM3PSG2 120 307000 crack 20 140 510 S.I. Const. 251 1ICOM3PSG2 120 315000 crack 20 140 510 S.I. Const. 251 1ICOM3PSG3 120 222000 crack 20 140 510 S.I. Const. 256 1ICOM3PSG1 120 798000 crack 20 140 510 S.I. Const. 256 1ICOM3PSG2 120 1720000 runout 20 140 510 S.I. Const. 256 1ICOM3PSG3 120 726000 crack 20 140 510 S.I. Const. 100 1ICOM3PSR1 120 3050000 runout 20 140 510 S.I. Const. 100 1ICOM3PSR2 120 2795000 crack 20 140 510 S.I. Const. 100 1ICOM3PSR3 120 2670000 crack 20 140 510 S.I. Const. 20 1ICOM3PSR1 120 2355000 crack 20 140 510 S.I. Const. 20 1ICOM3PLT1 220 469000 crack 20 240 510 S.I. Const. 20 1ICOM3PLT2 220 713000 crack 20 240 510 S.I. Const. 20 1ICOM3PLT3 160 1475000 crack 20 180 510 Imp. Const. 220 1NC5CPS91A 10 25600000 runout 0 0 100 Imp. Const. 220 1NC5CPS25A 10 9244000 crack 0 0 100 Imp. Var. 220 1NC5CPS84A 12 3179000 crack 0 0.5 100 Imp. Var. 220 1NC5CPS116 12 5010000 crack 0 0.5 100 Imp. Var. 220 1NC5CPS109 12 3855000 crack 0 0.5 100 Imp. Var. 220 1NC5CPS102 15 2445000 crack 0 1 100 Imp. Var. 220 1NC5CPS98A 15 2443000 crack 0 1 100 Imp. Var. 220 1NC5CPS35A 15 2294000 crack 0 1 100 Imp. Const. 220 1NC5CPS33A 30 276000 crack 0 0 100 Imp. Const. 220 1NC5CPS115 30 269000 crack 0 0 100 Imp. Const. 220 1NC5CPS101 30 195000 crack 0 0 100 Imp. Var. 220 1NC5CPS76A 36 187000 crack 0 0.5 100 Imp. Var. 220 1NC5CPS34A 36 209000 crack 0 0.5 100 Imp. Var. 220 1NC5CPS604 36 161000 crack 0 0.5 100 Imp. Var. 220 1NC5CPS07A 45 167000 crack 0 1 100 Imp. Var. 220 1NC5CPS43A 45 110000 crack 0 1 100 Imp. Var. 220 1NC5CPS82A 45 138000 crack 0 1 100 Imp. Const. 220 1NC5CPS02A 10 4354000 crack 10 0 100 Imp. Const. 220 1NC5CPS04A 10 5308000 crack 10 0 100 Imp. Const. 220 1NC5CPS57A 10 3696000 crack 10 0 100 Imp. Var. 220 1NC5CPS20A 12 5414000 crack 10 0.5 100 (continued on next page)

479 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Var. 220 1NC5CPS78A 12 2448000 crack 10 0.5 100 Imp. Var. 220 1NC5CPS14A 12 3396000 crack 10 0.5 100 Imp. Var. 220 1NC5CPS21A 15 1907000 crack 10 1 100 Imp. Var. 220 1NC5CPS51A 15 2313000 crack 10 1 100 Imp. Var. 220 1NC5CPS70A 15 2032000 crack 10 1 100 Imp. Const. 220 1NC5CPS08A 30 231000 crack 10 0 100 Imp. Const. 220 1NC5CPS11A 30 283000 crack 10 0 100 Imp. Const. 220 1NC5CPS29A 30 213000 crack 10 0 100 Imp. Var. 220 1NC5CPS18A 36 171000 crack 10 0.5 100 Imp. Var. 220 1NC5CPS37A 36 204000 crack 10 0.5 100 Imp. Var. 220 1NC5CPS22A 36 181000 crack 10 0.5 100 Imp. Var. 220 1NC5CPS06A 45 128000 crack 10 1 100 Imp. Var. 220 1NC5CPS16A 45 123000 crack 10 1 100 Imp. Var. 220 1NC5CPS56A 45 119000 crack 10 1 100 Imp. Const. 220 1NC5CPS114 60 31000 crack 10 0 100 Imp. Const. 220 1NC5CPS114 60 41000 crack 10 0 100 Imp. Const. 220 1NC5CPS114 60 35000 crack 10 0 100 Imp. Const. 220 1NC5CPS93A 10 4210000 crack 40 0 100 Imp. Const. 220 1NC5CPS69A 10 6190000 crack 40 0 100 Imp. Const. 220 1NC5CPS69A 10 6760000 crack 40 0 100 Imp. Var. 220 1NC5CPS73A 12 2036000 crack 40 0.5 100 Imp. Var. 220 1NC5CPS54A 12 2095000 crack 40 0.5 100 Imp. Var. 220 1NC5CPS64A 12 3502000 crack 40 0.5 100 Imp. Const. 220 1NC5CPS80A 30 216000 crack 40 0 100 Imp. Const. 220 1NC5CPS17A 30 241000 crack 40 0 100 Imp. Const. 220 1NC5CPS36A 30 248000 crack 40 0 100 Imp. Var. 220 1NC5CPS30A 36 109000 crack 40 0.5 100 Imp. Var. 220 1NC5CPS88A 36 152000 crack 40 0.5 100 Imp. Var. 220 1NC5CPS68A 36 162000 crack 40 0.5 100 Imp. Var. 220 1NC5CPS42A 45 86000 crack 0 1 100 Imp. Var. 220 1NC5CPS97A 45 89000 crack 0 1 100 Imp. Var. 220 1NC5CPS87A 45 155000 crack 0 1 100 Imp. Var. 220 1NC5CPS23A 45 97000 crack 0 1 100 Imp. Var. 220 1NC5CPS105 45 100000 crack 0 1 100 Imp. Var. 220 1NC5CPS107 45 103000 crack 0 1 100 Imp. Var. 220 1NC5CPS03A 45 99000 crack 0 1 100 Imp. Var. 220 1NC5CPS67A 45 126000 crack 0 1 100 Imp. Var. 220 1NC5CPS92A 45 111000 crack 0 1 100 Imp. Var. 220 1NC5CPS118 45 84000 crack 0 1 100 (continued on next page)

480 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Var. 220 1NC5CPS106 45 105000 crack 0 1 100 Imp. Var. 220 1NC5CPS108 45 96000 crack 0 1 100 Imp. Var. 220 1NC5CPS113 45 92000 crack 0 1 100 Imp. Var. 220 1NC5CPS50A 45 81000 crack 0 1 100 Imp. Var. 220 1NC5CPS72A 45 86000 crack 0 1 100 Imp. Var. 220 1NC5CPS112 45 136000 crack 0 1 100 Imp. Var. 220 1NC5CPS85A 45 102000 crack 0 1 100 Imp. Var. 220 1NC5CPS63A 45 110000 crack 0 1 100 Imp. Var. 220 1NC5CPS111 45 109000 crack 0 1 100 Imp. Var. 220 1NC5CPS61A 45 107000 crack 0 1 100 Imp. Var. 220 1NC5CPS47A 45 102000 crack 0 1 100 Imp. Var. 220 1NC5CPS32A 45 116000 crack 0 1 100 Imp. Var. 220 1NC5CPS48A 45 81000 crack 0 1 100 Imp. Var. 220 1NC5CPS38A 45 108000 crack 0 1 100 Imp. Const. 220 1NC5CPS24A 30 262000 crack 0 0 100 Imp. Const. 220 1NC5CPS120 30 213000 crack 0 0 100 Imp. Const. 220 1NC5CPS83A 30 336000 crack 0 0 100 Imp. Const. 220 1NC5CPS09A 30 277000 crack 0 0 100 Imp. Const. 220 1NC5CPS44A 30 456000 crack 0 0 100 Imp. Const. 220 1NC5CPS39A 30 298000 crack 0 0 100 Imp. Const. 220 1NC5CPS90A 30 302000 crack 0 0 100 Imp. Const. 220 1NC5CPS40A 30 168000 crack 0 0 100 Imp. Const. 220 1NC5CPS95A 30 213000 crack 0 0 100 Imp. Var. 40 1NC5WBC141 4.5 21660000 crack 15 1 100 Imp. Var. 40 1NC5WBC141 4.5 21940000 crack 15 1 100 Imp. Var. 40 1NC5WBC141 4.5 16990000 crack 15 1 100 Imp. Var. 40 1NC5WBC141 3 103700000 crack 10 1 100 Imp. Var. 40 1NC5WBC141 3 104000000 runout 10 1 100 Imp. Var. 40 1NC5WBC141 3 60220000 crack 10 1 100 Imp. Const. 40 1NC5WBC148 10 1128000 crack 10 0 100 Imp. Const. 40 1NC5WBC148 10 1335000 crack 10 0 100 Imp. Const. 40 1NC5WBC148 10 1370000 crack 10 0 100 Imp. Var. 40 1NC5WBC149 12 1431000 crack 10 0.5 100 Imp. Var. 40 1NC5WBC149 12 1004000 crack 10 0.5 100 Imp. Var. 40 1NC5WBC149 12 1120000 crack 10 0.5 100 Imp. Var. 40 1NC5WBC141 15 555000 crack 10 1 100 Imp. Var. 40 1NC5WBC141 15 336000 crack 10 1 100 Imp. Var. 40 1NC5WBC141 15 555000 crack 10 1 100 Imp. Const. 40 1NC5WBC148 20 248000 crack 10 0 100 (continued on next page)

481 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 40 1NC5WBC148 20 189000 crack 10 0 100 Imp. Const. 40 1NC5WBC148 20 257000 crack 10 0 100 Imp. Var. 40 1NC5WBC149 24 133000 crack 10 0.5 100 Imp. Var. 40 1NC5WBC149 24 171000 crack 10 0.5 100 Imp. Var. 40 1NC5WBC149 24 205000 crack 10 0.5 100 Imp. Var. 40 1NC5WBC147 30 186000 crack 10 1 100 Imp. Var. 40 1NC5WBC147 30 73000 crack 10 1 100 Imp. Var. 40 1NC5WBC147 30 80000 crack 10 1 100 Imp. Const. 40 1NC5WBC148 30 88000 crack 10 0 100 Imp. Const. 40 1NC5WBC148 30 77000 crack 10 0 100 Imp. Const. 40 1NC5WBC148 30 70000 crack 10 0 100 Imp. Var. 40 1NC5WBC147 36 87000 crack 10 0.5 100 Imp. Var. 40 1NC5WBC147 36 81000 crack 10 0.5 100 Imp. Var. 40 1NC5WBC147 36 63000 crack 10 0.5 100 Imp. Const. 40 1NC5WBC149 10 948000 crack 0 0 100 Imp. Const. 40 1NC5WBC149 10 1820000 crack 0 0 100 Imp. Const. 40 1NC5WBC149 10 1606000 crack 0 0 100 Imp. Var. 40 1NC5WBC141 15 832000 crack 0 1 100 Imp. Var. 40 1NC5WBC141 15 729000 crack 0 1 100 Imp. Var. 40 1NC5WBC141 15 654000 crack 0 1 100 Imp. Const. 30 1NC5WBC147 10 2020000 crack 0 0 100 Imp. Const. 30 1NC5WBC147 10 2122000 crack 0 0 100 Imp. Const. 30 1NC5WBC147 10 1491000 crack 0 0 100 Imp. Var. 30 1NC5WBC147 15 1079000 crack 0 1 100 Imp. Var. 30 1NC5WBC147 15 856000 crack 0 1 100 Imp. Var. 30 1NC5WBC147 15 867000 crack 0 1 100 Imp. Const. 20 1NC5WBP141 20 3377000 crack 0 0 100 Imp. Const. 20 1NC5WBP141 20 3432000 crack 0 0 100 Imp. Const. 20 1NC5WBP141 20 3829000 crack 0 0 100 Imp. Var. 20 1NC5WBP141 24 1542000 crack 0 0.5 100 Imp. Var. 20 1NC5WBP141 24 878000 crack 0 0.5 100 Imp. Var. 20 1NC5WBP141 24 1341000 crack 0 0.5 100 Imp. Var. 20 1NC5WBP140 30 8060000 crack 0 1 100 Imp. Var. 20 1NC5WBP140 30 486000 crack 0 1 100 Imp. Var. 20 1NC5WBP140 30 606000 crack 0 1 100 Imp. Const. 20 1NC5WBP141 30 384000 crack 0 0 100 Imp. Const. 20 1NC5WBP141 30 885000 crack 0 0 100 Imp. Const. 20 1NC5WBP141 30 570000 crack 0 0 100 Imp. Var. 20 1NC5WBP140 36 472000 crack 0 0.5 100 (continued on next page)

482 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Var. 20 1NC5WBP140 36 598000 crack 0 0.5 100 Imp. Var. 20 1NC5WBP140 36 5072000 crack 0 0.5 100 Imp. Var. 20 1NC5WBP140 45 335000 crack 0 1 100 Imp. Var. 20 1NC5WBP140 45 298000 crack 0 1 100 Imp. Var. 20 1NC5WBP140 45 342000 crack 0 1 100 Imp. Const. 20 1NC5WBP142 40 433000 crack 0 0 100 Imp. Const. 20 1NC5WBP142 40 299000 crack 0 0 100 Imp. Const. 20 1NC5WBC142 40 300000 crack 0 0 100 Imp. Var. 20 1NC5WBP141 48 260000 crack 0 0.5 100 Imp. Var. 20 1NC5WBP141 48 306000 crack 0 0.5 100 Imp. Var. 20 1NC5WBP141 48 299000 crack 0 0.5 100 Imp. Var. 20 1NC5WBP142 15 6383000 crack 0 1 100 Imp. Var. 20 1NC5WBP142 15 5724000 crack 0 1 100 Imp. Var. 20 1NC5WBP142 15 10090000 crack 0 1 100 Imp. Const. 40 1NC5WBC361 10 1122000 crack 0 0 36 Imp. Const. 40 1NC5WBC361 10 1386000 crack 0 0 36 Imp. Const. 40 1NC5WBC361 10 2644000 crack 0 0 36 Imp. Var. 40 1NC5WBC362 10.95 886000 crack 0 0.25 36 Imp. Var. 40 1NC5WBC362 10.95 905000 crack 0 0.25 36 Imp. Var. 40 1NC5WBC362 10.95 728000 crack 0 0.25 36 Imp. Var. 40 1NC5WBC363 12 634000 crack 0 0.5 36 Imp. Var. 40 1NC5WBC363 12 570000 crack 0 0.5 36 Imp. Var. 40 1NC5WBC363 12 640000 crack 0 0.5 36 Imp. Const. 40 1NC5WBC362 20 156000 crack 0 0 36 Imp. Const. 40 1NC5WBC362 20 151000 crack 0 0 36 Imp. Const. 40 1NC5WBC362 20 150000 crack 0 0 36 Imp. Var. 40 1NC5WBC363 21.9 127000 crack 0 0.25 36 Imp. Var. 40 1NC5WBC363 21.9 141000 crack 0 0.25 36 Imp. Var. 40 1NC5WBC363 21.9 120000 crack 0 0.25 36 Imp. Var. 40 1NC5WBC364 24 72000 crack 0 0.5 36 Imp. Var. 40 1NC5WBC364 24 141000 crack 0 0.5 36 Imp. Var. 40 1NC5WBC364 24 100000 crack 0 0.5 36 Imp. Const. 40 1NC5WBC363 40 16000 crack 0 0 36 Imp. Const. 40 1NC5WBC363 40 17000 crack 0 0 36 Imp. Const. 40 1NC5WBC363 40 15000 crack 0 0 36 Imp. Var. 40 1NC5WBC364 6 9453000 crack 0 0.5 36 Imp. Var. 40 1NC5WBC364 6 3924000 crack 0 0.5 36 Imp. Var. 40 1NC5WBC364 6 5724000 crack 0 0.5 36 Imp. Const. 40 1NC5WBC362 10 1088000 crack 10 0 36 (continued on next page)

483 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 40 1NC5WBC362 10 1000000 crack 10 0 36 Imp. Const. 40 1NC5WBC362 10 846000 crack 10 0 36 Imp. Var. 40 1NC5WBC364 12 580000 crack 10 0.5 36 Imp. Var. 40 1NC5WBC364 12 511000 crack 10 0.5 36 Imp. Var. 40 1NC5WBC364 12 506000 crack 10 0.5 36 Imp. Const. 27 1NC5WBP360 20 4700000 crack -10 0 36 Imp. Const. 27 1NC5WBP360 20 2978000 crack -10 0 36 Imp. Const. 25 1NC5WBP360 20 1346000 crack -10 0 36 Imp. Var. 20 1NC5WBP361 21.9 2944000 crack 0 0.25 36 Imp. Var. 20 1NC5WBP361 21.9 1702000 crack 0 0.25 36 Imp. Var. 27 1NC5WBP361 21.9 4540000 crack 0 0.25 36 Imp. Var. 27 1NC5WBP361 24 1469000 crack -10 0.5 36 Imp. Var. 20 1NC5WBP361 24 1751000 crack -10 0.5 36 Imp. Var. 20 11NC5WBP36 24 1521000 crack -10 0.5 36 Imp. Const. 20 1NC5WBP362 30 938000 crack -10 0 36 Imp. Const. 27 1NC5WBP362 30 963000 crack -10 0 36 Imp. Const. 20 1NC5WBP362 30 1072000 crack -10 0 36 Imp. Var. 25 1NC5WBP362 32.85 556000 crack -10 0.25 36 Imp. Var. 21 1NC5WBP362 32.85 784000 crack -10 0.25 36 Imp. Var. 27 1NC5WBP362 32.85 708000 crack -10 0.25 36 Imp. Const. 20 1NC5WBP360 20 4549000 crack 0 0 36 Imp. Const. 27 1NC5WBP360 20 2371000 crack 0 0 36 Imp. Const. 20 1NC5WBP360 20 7337000 crack 0 0 36 Imp. Var. 20 1NC5WBP361 21.9 2148000 crack 0 0.25 36 Imp. Var. 21 1NC5WBP361 21.9 3940000 crack 0 0.25 36 Imp. Var. 20 1NC5WBP361 21.9 2139000 crack 0 0.25 36 Imp. Var. 25 1NC5WBP362 24 1056000 crack 0 0.5 36 Imp. Var. 20 1NC5WBP362 24 2731000 crack 0 0.5 36 Imp. Var. 25 1NC5WBP362 24 2024000 crack 0 0.5 36 Imp. Const. 20 1NC5WBP362 30 953000 crack 0 0 36 Imp. Const. 25 1NC5WBP362 30 1007000 crack 0 0 36 Imp. Const. 25 1NC5WBP362 30 1044000 crack 0 0 36 Imp. Var. 20 1NC5WBP363 29.24 1067000 crack 0 0.25 36 Imp. Var. 20 1NC5WBP363 29.24 964000 crack 0 0.25 36 Imp. Const. 25 1NC5WBP363 50 196000 crack -10 0 36 Imp. Const. 20 1NC5WBP363 50 125000 crack -10 0 36 Imp. Const. 20 1NC5WBP363 50 217000 crack -10 0 36 Imp. Var. 120 1NC7000001 2.4 43600000 crack 2 4.1 36 S.I. Const. 150 1JPN01N022 408 211000 crack 20 -1 600 (continued on next page)

484 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 150 1JPN01N008 343 474000 crack 20 -1 600 S.I. Const. 150 1JPN01N007 300 2000000 runout 20 -1 600 S.I. Const. 150 1JPN01N018 313 848000 crack 20 -1 600 S.I. Const. 150 1JPN01N017 305 1490000 crack 20 -1 600 S.I. Const. 150 1JPN01N009 352 1610000 runout 20 -1 600 S.I. Const. 150 1JPN01N014 450 154000 crack 20 -1 600 S.I. Const. 150 1JPN01N006 287 2040000 runout 20 -1 600 S.I. Const. 150 1JPN01N010 349 565000 crack 20 -1 600 S.I. Const. 150 1JPN01S014 303 878000 crack 20 -1 600 S.I. Const. 150 1JPN01S085 300 2340000 crack 20 -1 600 S.I. Const. 150 1JPN01S087 349 924000 crack 20 -1 600 S.I. Const. 150 1JPN01S100 351 506000 crack 20 -1 600 S.I. Const. 150 1JPN01SA33 300 819000 crack 20 -1 600 S.I. Const. 150 1JPN01M005 302 290000 crack 20 -1 600 S.I. Const. 150 1JPN01M036 300 555000 crack 20 -1 600 S.I. Const. 150 1JPN01M043 301 392000 crack 20 -1 600 S.I. Const. 150 1JPN01M068 254 1900000 crack 20 -1 600 S.I. Const. 150 1JPN01M069 254 1050000 crack 20 -1 600 S.I. Const. 150 1JPN01M0A1 249 2290000 crack 20 -1 600 S.I. Const. 150 1JPN01M0A2 300 1050000 crack 20 -1 600 S.I. Const. 150 1JPN01M0B5 250 1490000 crack 20 -1 600 S.I. Const. 150 1JPN01M096 305 172000 crack 20 -1 600 S.I. Const. 150 1JPN01M0B4 281 233000 crack 20 -1 600 S.I. Const. 150 1JPN01M0B7 243 537000 crack 20 -1 600 S.I. Const. 150 1JPN01M0B8 280 268000 crack 20 -1 600 S.I. Const. 150 1JPN01MC18 284 332000 crack 20 -1 600 S.I. Const. 150 1JPN01M0C5 236 696000 crack 20 -1 600 S.I. Const. 150 1JPN01LB18 300 348000 crack 20 -1 600 S.I. Const. 150 1JPN01LB19 301 258000 crack 20 -1 600 S.I. Const. 150 1JPN01LB20 301 236000 crack 20 -1 600 S.I. Const. 150 1JPN01L0C7 250 456000 crack 20 -1 600 S.I. Const. 150 1JPN01L0C9 249 567000 crack 20 -1 600 S.I. Const. 150 1JPN01LC21 251 530000 crack 20 -1 600 S.I. Const. 150 1JPN01LC22 200 1210000 crack 20 -1 600 S.I. Const. 150 1JPN01LC23 200 1690000 crack 20 -1 600 S.I. Const. 150 1JPN01LB14 182 687000 crack 20 -1 600 S.I. Const. 150 1JPN01LB17 210 548000 crack 20 -1 600 S.I. Const. 150 1JPN01LC11 184 1110000 crack 20 -1 600 S.I. Const. 150 1JPN01LC12 234 470000 crack 20 -1 600 (continued on next page)

485 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 150 1JPN01LC15 183 901000 crack 20 -1 600 S.I. Const. 150 1JPN01LC20 286 205000 crack 20 -1 600 S.I. Const. 150 1JPN01L0B6 181 1180000 crack 20 -1 600 S.I. Const. 150 1JPN01LB11 231 408000 crack 20 -1 600 S.I. Const. 150 1JPN01LC13 230 602000 crack 20 -1 600 S.I. Const. 150 1JPN01LC19 278 273000 crack 20 -1 600 S.I. Const. 150 1JPN01SBA1 140 2200000 crack 20 -1 600 S.I. Const. 150 1JPN01SBA2 120 4800000 runout 20 -1 600 S.I. Const. 150 1JPN01SBA3 181 922000 crack 20 -1 600 S.I. Const. 150 1JPN01SBA4 219 378000 crack 20 -1 600 S.I. Const. 150 1JPN01SBA5 250 284000 crack 20 -1 600 S.I. Const. 150 1JPN01SBA6 302 141000 crack 20 -1 600 S.I. Const. 150 1JPN01SBB1 300 266000 crack 20 -1 600 S.I. Const. 150 1JPN01SBB2 200 2390000 crack 20 -1 600 S.I. Const. 150 1JPN01SBC1 299 417000 crack 20 -1 600 S.I. Const. 150 1JPN01SBC2 250 2920000 crack 20 -1 600 S.I. Const. 150 1JPN01N023 482 124000 crack 20 -1 600 S.I. Const. 150 1JPN01N024 426 151000 crack 20 -1 600 S.I. Const. 150 1JPN01N025 381 187000 crack 20 -1 600 S.I. Const. 150 1JPN01N037 338 281000 crack 20 -1 600 S.I. Const. 150 1JPN01N038 308 1110000 crack 20 -1 600 S.I. Const. 150 1JPN01N039 282 2300000 runout 20 -1 600 S.I. Const. 160 1JPN1100S1 196 370000 crack -98 -1 580 S.I. Const. 160 1JPN1100S2 196 495000 crack -131 -2 580 S.I. Const. 160 1JPN1100S3 196 700000 crack -164 -5 580 S.I. Const. 160 1JPN1100S4 196 321000 crack 0 0 580 S.I. Const. 160 1JPN1100S5 127 3480000 crack -64 -1 580 S.I. Const. 160 1JPN1100S6 147 1028000 crack -74 -1 580 S.I. Const. 160 1JPN1100S7 147 1792000 crack -98 -2 580 S.I. Const. 160 1JPN1100S8 147 1414000 crack 1 0 580 S.I. Const. 160 1JPN1100S9 147 4700000 runout -123 -5 580 S.I. Const. 150 1JPN0200T1 247 1762000 crack 10 -1 800 S.I. Const. 150 1JPN0200T2 245 1249000 crack 10 -1 800 S.I. Const. 150 1JPN0200T3 267 527000 crack 10 -1 800 S.I. Const. 150 1JPN0200T4 220 555000 crack 10 -1 800 S.I. Const. 150 1JPN0200T5 222 1224000 crack 10 -1 800 S.I. Const. 150 1JPN0200T7 197 2567000 crack 10 -1 800 S.I. Const. 150 1JPN0200T8 216 1708000 crack 10 -1 800 S.I. Const. 150 1JPN0200T9 267 400000 crack 10 -1 800 (continued on next page)

486 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 150 1JPN020T10 199 1243000 crack 10 -1 800 S.I. Const. 170 1JPN05AB01 135 1200000 crack -1 -1 800 S.I. Const. 170 1JPN05AB02 135 1200000 crack -1 -1 800 S.I. Const. 170 1JPN05AB03 135 2150000 crack -1 -1 800 S.I. Const. 170 1JPN05AB04 125 1200000 crack -1 -1 800 S.I. Const. 170 1JPN05AB05 125 1620000 crack -1 -1 800 S.I. Const. 170 1JPN05AB06 125 1700000 crack -1 -1 800 S.I. Const. 170 1JPN5DEF01 150 1100000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF02 150 1210000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF03 150 1480000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF04 150 1520000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF05 150 1600000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF06 150 2050000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF07 115 1050000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF08 115 1680000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF09 115 1730000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF10 115 1900000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF11 115 2050000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF12 115 2150000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF13 115 2400000 crack -1 -1 580 S.I. Const. 170 1JPN5DEF14 115 2750000 crack -1 -1 580 S.I. Const. 170 1JPN05G001 115 2150000 crack -1 -1 800 S.I. Const. 170 1JPN05G002 115 2350000 crack -1 -1 800 S.I. Const. 160 1JPN05JS01 200 470000 crack 300 0.6 800 S.I. Const. 160 1JPN05JS02 132 4000000 runout 198 0.6 800 S.I. Const. 160 1JPN05JS03 310 183000 crack 0 0 800 S.I. Const. 160 1JPN05JS04 217 445000 crack 0 0 800 S.I. Const. 160 1JPN05JS05 148 1150000 crack 0 0 800 S.I. Const. 160 1JPN05JS06 140 1300000 crack 0 0 800 S.I. Const. 160 1JPN05JS07 135 1600000 crack 0 0 800 S.I. Const. 160 1JPN05JS08 140 1820000 crack 0 0 800 S.I. Const. 160 1JPN05JS09 135 3200000 runout 0 0 800 S.I. Const. 160 1JPN05JS10 140 4000000 crack 0 0 800 S.I. Const. 160 1JPN05JS11 390 112000 crack -195 -1 800 S.I. Const. 160 1JPN05JS12 280 394000 crack -140 -1 800 S.I. Const. 160 1JPN05JS13 200 385000 crack 0 0 800 S.I. Const. 160 1JPN05JS14 135 3150000 crack 0 0 800 S.I. Const. 160 1JPN05JS15 145 3150000 crack 0 0 800 S.I. Const. 170 1JPN05BA01 156 890000 crack 0 0 800 (continued on next page)

487 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 170 1JPN05BA02 133 1310000 crack 0 0 800 S.I. Const. 170 1JPN05BA03 155 2780000 crack 0 0 800 S.I. Const. 150 1JPN05JS16 270 400000 crack 0 0 800 S.I. Const. 150 1JPN05JS17 270 530000 crack 0 0 800 S.I. Const. 150 1JPN05JS18 222 555000 crack 0 0 800 S.I. Const. 150 1JPN05JS19 248 1270000 crack 0 0 800 S.I. Const. 150 1JPN05JS20 223 1250000 crack 0 0 800 S.I. Const. 150 1JPN05JS21 200 1270000 crack 0 0 800 S.I. Const. 150 1JPN05JS22 250 1800000 crack 0 0 800 S.I. Const. 150 1JPN05JS23 220 1750000 crack 0 0 800 S.I. Const. 150 1JPN05JS24 200 2600000 crack 0 0 800 S.I. Const. 170 1JPN05BB01 174 1200000 crack 0 0 800 S.I. Const. 170 1JPN05BB02 148 1990000 crack 0 0 800 S.I. Const. 170 1JPN05BB03 127 3000000 runout 0 0 800 S.I. Const. 170 1JPN05BE01 219 1010000 crack 0 0 800 S.I. Const. 170 1JPN05BE02 192 1280000 crack 0 0 800 S.I. Const. 170 1JPN05BE03 163 2190000 crack 0 0 800 S.I. Const. 171 1JPN05BD01 228 1040000 crack 0 0 800 S.I. Const. 171 1JPN05BD02 198 1080000 crack 0 0 800 S.I. Const. 171 1JPN05BD03 168 1940000 crack 0 0 800 S.I. Const. 172 1JPN05BF01 202 807000 crack 0 0 800 S.I. Const. 172 1JPN05BF02 198 740000 crack 0 0 800 S.I. Const. 172 1JPN05BF03 198 1350000 crack 0 0 800 S.I. Const. 172 1JPN05BF04 168 3150000 crack 0 0 800 S.I. Const. 170 1JPN05BG01 175 1190000 crack -1 -1 500 S.I. Const. 170 1JPN05BG02 182 3000000 runout -1 -1 500 S.I. Const. 170 1JPN05BG02 217 1240000 crack -1 -1 500 S.I. Const. 170 1JPN05BG03 221 1570000 crack -1 -1 500 S.I. Const. 150 1JPN09SB01 395 180000 crack 10 1 800 S.I. Const. 150 1JPN09SB02 395 310000 crack 10 1 800 S.I. Const. 150 1JPN09SB03 300 375000 crack 10 1 800 S.I. Const. 150 1JPN09SB04 300 570000 crack 10 1 800 S.I. Const. 150 1JPN09SB05 290 620000 crack 10 1 800 S.I. Const. 150 1JPN09SB06 250 1200000 crack 10 1 800 S.I. Const. 150 1JPN09SB07 250 2100000 runout 10 1 800 S.I. Const. 150 1JPN09SB08 230 2150000 crack 10 1 800 S.I. Const. 150 1JPN09SB09 290 500000 crack 10 0 800 S.I. Const. 150 1JPN09SB10 290 520000 crack 10 0 800 S.I. Const. 150 1JPN09SB11 290 765000 crack 10 0 800 (continued on next page)

488 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 150 1JPN09SB12 230 760000 crack 10 0 800 S.I. Const. 150 1JPN09SB13 230 1120000 crack 10 0 800 S.I. Const. 150 1JPN09SB14 190 1600000 crack 10 0 800 S.I. Const. 150 1JPN100201 392 405000 crack 10 -1 800 S.I. Const. 150 1JPN100202 343 842000 crack 10 -1 800 S.I. Const. 150 1JPN100203 324 1010000 crack 10 -1 800 S.I. Const. 150 1JPN100204 284 2000000 runout 10 -1 800 S.I. Const. 150 1JPN100205 343 540000 crack 10 -1 800 S.I. Const. 150 1JPN100206 275 860000 crack 10 -1 800 S.I. Const. 150 1JPN100207 294 960000 crack 10 -1 800 S.I. Const. 150 1JPN100208 255 1100000 crack 10 -1 800 S.I. Const. 150 1JPN100301 333 305000 crack 10 -1 500 S.I. Const. 150 1JPN100302 314 510000 crack 10 -1 500 S.I. Const. 150 1JPN100303 294 870000 crack 10 -1 500 S.I. Const. 150 1JPN100304 265 1100000 crack 10 -1 500 S.I. Const. 150 1JPN100305 255 1400000 crack 10 -1 500 S.I. Const. 150 1JPN100306 353 210000 crack 10 -1 500 S.I. Const. 150 1JPN100307 294 590000 crack 10 -1 500 S.I. Const. 150 1JPN100308 275 620000 crack 10 -1 500 S.I. Const. 150 1JPN100309 265 1020000 crack 10 -1 500 S.I. Const. 150 1JPN100401 343 290000 crack 10 -1 800 S.I. Const. 150 1JPN100402 265 700000 crack 10 -1 800 S.I. Const. 150 1JPN100403 314 1200000 crack 10 -1 800 S.I. Const. 150 1JPN100404 294 1400000 crack 10 -1 800 S.I. Const. 150 1JPN100405 245 1550000 crack 10 -1 800 S.I. Const. 150 1JPN100406 294 430000 crack 10 -1 800 S.I. Const. 150 1JPN100407 245 1050000 crack 10 -1 800 S.I. Const. 150 1JPN100408 265 1200000 crack 10 -1 800 S.I. Const. 150 1JPN100409 226 3000000 crack 10 -1 800 S.I. Const. 150 1JPN100410 294 350000 crack 10 -1 800 S.I. Const. 150 1JPN100411 235 610000 crack 10 -1 800 S.I. Const. 150 1JPN100412 255 750000 crack 10 -1 800 S.I. Const. 150 1JPN100413 235 840000 crack 10 -1 800 S.I. Const. 150 1JPN100414 216 1500000 crack 10 -1 800 S.I. Const. 150 1JPN100501 343 250000 crack 10 -1 500 S.I. Const. 150 1JPN100502 294 480000 crack 10 -1 500 S.I. Const. 150 1JPN100503 324 660000 crack 10 -1 500 S.I. Const. 150 1JPN100504 255 1100000 crack 10 -1 500 S.I. Const. 150 1JPN100505 343 95000 crack 10 -1 500 (continued on next page)

489 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 150 1JPN100506 324 180000 crack 10 -1 500 S.I. Const. 150 1JPN100507 294 770000 crack 10 -1 500 S.I. Const. 150 1JPN100508 265 780000 crack 10 -1 500 S.I. Const. 150 1JPN100509 265 2000000 runout 10 -1 500 S.I. Const. 150 1JPN100510 314 260000 crack 10 -1 500 S.I. Const. 150 1JPN100511 294 270000 crack 10 -1 500 S.I. Const. 150 1JPN100512 255 300000 crack 10 -1 500 S.I. Const. 150 1JPN100513 216 870000 crack 10 -1 500 S.I. Const. 150 1JPN100514 206 2000000 runout 10 -1 500 S.I. Const. 151 1JPN100601 373 81000 crack 10 -1 800 S.I. Const. 151 1JPN100602 412 120000 crack 10 -1 800 S.I. Const. 151 1JPN100603 412 360000 crack 10 -1 800 S.I. Const. 151 1JPN100604 451 670000 crack 10 -1 800 S.I. Const. 151 1JPN100605 343 720000 crack 10 -1 800 S.I. Const. 151 1JPN100606 373 1300000 crack 10 -1 800 S.I. Const. 151 1JPN100607 314 1600000 crack 10 -1 800 S.I. Const. 151 1JPN100701 363 310000 crack 10 -1 500 S.I. Const. 151 1JPN100702 333 330000 crack 10 -1 500 S.I. Const. 151 1JPN100703 343 660000 crack 10 -1 500 S.I. Const. 151 1JPN100704 324 180000 crack 10 -1 500 S.I. Const. 150 1JPN12T102 449 128000 crack 10 0 800 S.I. Const. 150 1JPN12T103 198 2022000 crack 10 0 800 S.I. Const. 150 1JPN12T104 303 288000 crack 10 0 800 S.I. Const. 150 1JPN12T105 191 696000 crack 10 0 800 S.I. Const. 150 1JPN12T106 413 690000 crack 10 0 800 S.I. Const. 150 1JPN12T107 209 1503000 crack 10 0 800 S.I. Const. 150 1JPN12T108 216 799000 crack 10 0 800 S.I. Const. 150 1JPN12T109 222 930000 crack 10 0 800 S.I. Const. 150 1JPN12T201 191 1468000 crack 10 0 800 S.I. Const. 150 1JPN12T202 212 663000 crack 10 0 800 S.I. Const. 150 1JPN12T203 304 161000 crack 10 0 800 S.I. Const. 150 1JPN12T204 279 212000 crack 10 0 800 S.I. Const. 150 1JPN12T301 174 1781000 crack 10 0 800 S.I. Const. 150 1JPN12T302 194 2535000 crack 10 0 800 S.I. Const. 150 1JPN12T303 270 535000 crack 10 0 800 S.I. Const. 150 1JPN12T304 352 242000 crack 10 0 800 S.I. Const. 150 1JPN12T401 215 1356000 crack 10 0 800 S.I. Const. 150 1JPN12T402 278 643000 crack 10 0 800 S.I. Const. 150 1JPN12T403 349 292000 crack 10 0 800 (continued on next page)

490 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 160 1JPN130P01 245 172000 crack 27 -1 370 S.I. Const. 160 1JPN130P02 245 216000 crack 27 -1 370 S.I. Const. 160 1JPN130P03 245 307000 crack 27 -1 370 S.I. Const. 160 1JPN130P04 177 565000 crack 27 -1 370 S.I. Const. 160 1JPN130P05 177 821000 crack 27 -1 370 S.I. Const. 160 1JPN130P06 177 741000 crack 27 -1 370 S.I. Const. 160 1JPN130P07 147 2117000 crack 27 -1 370 S.I. Const. 160 1JPN130P08 127 10000000 runout 27 -1 370 S.I. Const. 160 1JPN130P09 127 5340000 runout 27 -1 370 S.I. Const. 160 1JPN130W01 245 242000 crack 27 -1 370 S.I. Const. 160 1JPN130W02 245 217000 crack 27 -1 370 S.I. Const. 160 1JPN130W03 245 274000 crack 27 -1 370 S.I. Const. 160 1JPN130W04 177 774000 crack 27 -1 370 S.I. Const. 160 1JPN130W05 177 432000 crack 27 -1 370 S.I. Const. 160 1JPN130W06 177 822000 crack 27 -1 370 S.I. Const. 160 1JPN130W07 147 2160000 crack 27 -1 370 S.I. Const. 160 1JPN130W08 147 1820000 crack 27 -1 370 S.I. Const. 160 1JPN130W09 147 5030000 runout 27 -1 370 S.I. Const. 160 1JPN130W10 147 5340000 runout 27 -1 370 S.I. Const. 160 1JPN130N01 245 268000 crack 27 -1 370 S.I. Const. 160 1JPN130N02 245 170000 crack 27 -1 370 S.I. Const. 160 1JPN130N03 245 219000 crack 27 -1 370 S.I. Const. 160 1JPN130N04 177 660000 crack 27 -1 370 S.I. Const. 160 1JPN130N05 177 826000 crack 27 -1 370 S.I. Const. 160 1JPN130N06 177 608000 crack 27 -1 370 S.I. Const. 160 1JPN130N07 147 5480000 runout 27 -1 370 S.I. Const. 160 1JPN130N08 147 1170000 crack 27 -1 370 S.I. Const. 160 1JPN130N09 147 1720000 crack 27 -1 370 S.I. Const. 165 1JPN132W01 245 379000 crack 27 -1 370 S.I. Const. 165 1JPN132W02 245 318000 crack 27 -1 370 S.I. Const. 165 1JPN132W03 245 267000 crack 27 -1 370 S.I. Const. 165 1JPN132W04 177 955000 crack 27 -1 370 S.I. Const. 165 1JPN132W05 177 1869000 crack 27 -1 370 S.I. Const. 165 1JPN132W06 177 1034000 crack 27 -1 370 S.I. Const. 165 1JPN132W07 147 3250000 runout 27 -1 370 S.I. Const. 165 1JPN132W08 147 3030000 runout 27 -1 370 S.I. Const. 165 1JPN132W09 147 2740000 crack 27 -1 370 S.I. Const. 165 1JPN132N01 245 379000 crack 27 -1 370 S.I. Const. 165 1JPN132N02 245 634000 crack 27 -1 370 (continued on next page)

491 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 165 1JPN132N03 245 440000 crack 27 -1 370 S.I. Const. 165 1JPN132N04 177 631000 crack 27 -1 370 S.I. Const. 165 1JPN132N05 177 2210000 runout 27 -1 370 S.I. Const. 165 1JPN132N06 177 720000 crack 27 -1 370 S.I. Const. 165 1JPN132N07 147 3470000 runout 27 -1 370 S.I. Const. 165 1JPN132N08 147 1790000 crack 27 -1 370 S.I. Const. 165 1JPN132N09 147 3620000 runout 27 -1 370 S.I. Const. 165 1JPN134W01 245 740000 crack 27 -1 370 S.I. Const. 165 1JPN134W02 245 233000 crack 27 -1 370 S.I. Const. 165 1JPN134W03 245 578000 crack 27 -1 370 S.I. Const. 165 1JPN134W04 177 1733000 crack 27 -1 370 S.I. Const. 165 1JPN134W05 177 4470000 runout 27 -1 370 S.I. Const. 165 1JPN134W06 177 652000 crack 27 -1 370 S.I. Const. 165 1JPN134W07 177 1506000 crack 27 -1 370 S.I. Const. 165 1JPN134W08 147 4750000 runout 27 -1 370 S.I. Const. 165 1JPN134W09 147 4710000 runout 27 -1 370 S.I. Const. 165 1JPN134W10 147 3930000 runout 27 -1 370 S.I. Const. 165 1JPN134N01 245 482000 crack 27 -1 370 S.I. Const. 165 1JPN134N02 245 368000 crack 27 -1 370 S.I. Const. 165 1JPN134N03 245 392000 crack 27 -1 370 S.I. Const. 165 1JPN134N04 177 974000 crack 27 -1 370 S.I. Const. 165 1JPN134N05 177 1694000 crack 27 -1 370 S.I. Const. 165 1JPN134N06 177 4750000 runout 27 -1 370 S.I. Const. 165 1JPN134N07 177 1386000 crack 27 -1 370 S.I. Const. 165 1JPN134N08 147 4490000 runout 27 -1 370 S.I. Const. 165 1JPN134N09 147 4510000 runout 27 -1 370 S.I. Const. 165 1JPN134N10 147 4680000 runout 27 -1 370 S.I. Const. 165 1JPN135W01 245 336000 crack 27 -1 370 S.I. Const. 165 1JPN135W02 245 364000 crack 27 -1 370 S.I. Const. 165 1JPN135W03 245 274000 crack 27 -1 370 S.I. Const. 165 1JPN135W04 177 2493000 crack 27 -1 370 S.I. Const. 165 1JPN135W05 177 5210000 runout 27 -1 370 S.I. Const. 165 1JPN135W06 177 1387000 crack 27 -1 370 S.I. Const. 165 1JPN135W07 177 1558000 crack 27 -1 370 S.I. Const. 165 1JPN135W08 147 2315000 crack 27 -1 370 S.I. Const. 165 1JPN135W09 147 3940000 runout 27 -1 370 S.I. Const. 165 1JPN135W10 147 1110000 crack 27 -1 370 S.I. Const. 200 1JPN130P01 245 123000 crack 27 -1 370 S.I. Const. 200 1JPN130P02 245 109000 crack 27 -1 370 (continued on next page)

492 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 200 1JPN130P03 245 158000 crack 27 -1 370 S.I. Const. 200 1JPN130P04 177 359000 crack 27 -1 370 S.I. Const. 200 1JPN130P05 177 373000 crack 27 -1 370 S.I. Const. 200 1JPN130P06 177 321000 crack 27 -1 370 S.I. Const. 200 1JPN130P07 127 1040000 crack 27 -1 370 S.I. Const. 200 1JPN130P08 127 1005000 crack 27 -1 370 S.I. Const. 200 1JPN130P09 127 720000 crack 27 -1 370 S.I. Const. 200 1JPN130P10 127 1310000 crack 27 -1 370 S.I. Const. 200 1JPN130W01 245 135000 crack 27 -1 370 S.I. Const. 200 1JPN130W02 245 130000 crack 27 -1 370 S.I. Const. 200 1JPN130W03 245 154000 crack 27 -1 370 S.I. Const. 200 1JPN130W04 177 323000 crack 27 -1 370 S.I. Const. 200 1JPN130W05 177 314000 crack 27 -1 370 S.I. Const. 200 1JPN130W06 177 372000 crack 27 -1 370 S.I. Const. 200 1JPN130W07 177 297000 crack 27 -1 370 S.I. Const. 200 1JPN130W08 127 1322000 crack 27 -1 370 S.I. Const. 200 1JPN130W09 127 5330000 runout 27 -1 370 S.I. Const. 200 1JPN130W10 127 1028000 crack 27 -1 370 S.I. Const. 200 1JPN13OW11 127 5340000 runout 27 -1 370 S.I. Const. 200 1JPN130N01 245 144000 crack 27 -1 370 S.I. Const. 200 1JPN130N02 245 137000 crack 27 -1 370 S.I. Const. 200 1JPN130N03 245 151000 crack 27 -1 370 S.I. Const. 200 1JPN130N04 245 139000 crack 27 -1 370 S.I. Const. 200 1JPN130N05 177 422000 crack 27 -1 370 S.I. Const. 200 1JPN130N06 177 709000 crack 27 -1 370 S.I. Const. 200 1JPN130N07 177 356000 crack 27 -1 370 S.I. Const. 200 1JPN130N08 127 958000 crack 27 -1 370 S.I. Const. 200 1JPN130N09 127 787000 crack 27 -1 370 S.I. Const. 200 1JPN130N10 127 777000 crack 27 -1 370 S.I. Const. 205 1JPN132W01 245 195000 crack 27 -1 370 S.I. Const. 205 1JPN132W02 245 168000 crack 27 -1 370 S.I. Const. 205 1JPN132W03 245 154000 crack 27 -1 370 S.I. Const. 205 1JPN132W04 177 360000 crack 27 -1 370 S.I. Const. 205 1JPN132W05 177 377000 crack 27 -1 370 S.I. Const. 205 1JPN132W06 177 348000 crack 27 -1 370 S.I. Const. 205 1JPN132W07 147 2370000 runout 27 -1 370 S.I. Const. 205 1JPN132W08 147 705000 crack 27 -1 370 S.I. Const. 205 1JPN132W09 147 1100000 crack 27 -1 370 S.I. Const. 205 1JPN132W10 127 2990000 runout 27 -1 370 (continued on next page)

493 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 205 1JPN132W11 127 1179000 crack 27 -1 370 S.I. Const. 205 1JPN132W12 127 1056000 crack 27 -1 370 S.I. Const. 205 1JPN134W01 245 177000 crack 27 -1 370 S.I. Const. 205 1JPN134W02 245 166000 crack 27 -1 370 S.I. Const. 205 1JPN134W03 245 213000 crack 27 -1 370 S.I. Const. 205 1JPN134W04 177 668000 crack 27 -1 370 S.I. Const. 205 1JPN134W05 177 327000 crack 27 -1 370 S.I. Const. 205 1JPN134W06 177 357000 crack 27 -1 370 S.I. Const. 205 1JPN134W07 147 662000 crack 27 -1 370 S.I. Const. 205 1JPN134W08 147 915000 crack 27 -1 370 S.I. Const. 205 1JPN134W09 147 4470000 runout 27 -1 370 S.I. Const. 205 1JPN134W10 127 1624000 crack 27 -1 370 S.I. Const. 205 1JPN134N01 245 150000 crack 27 -1 370 S.I. Const. 205 1JPN134N02 245 248000 crack 27 -1 370 S.I. Const. 205 1JPN134N03 245 130000 crack 27 -1 370 S.I. Const. 205 1JPN134N04 177 415000 crack 27 -1 370 S.I. Const. 205 1JPN134N05 177 532000 crack 27 -1 370 S.I. Const. 205 1JPN134N06 177 631000 crack 27 -1 370 S.I. Const. 205 1JPN134N07 127 1086000 crack 27 -1 370 S.I. Const. 205 1JPN134N08 127 968000 crack 27 -1 370 S.I. Const. 205 1JPN134N09 127 623000 crack 27 -1 370 Imp. Var. 30 1NC8004W01 4.09 34700000 crack 4.17 7.88 36 Imp. Var. 30 1NC8004W01 4.09 35000000 runout 4.17 7.88 36 Imp. Var. 30 1NC8004W17 4.09 35000000 runout 4.17 7.88 36 Imp. Var. 30 1NC8004W17 4.09 35000000 runout 4.17 7.88 36 Imp. Var. 30 1NC8004E01 4.09 34700000 crack 4.17 7.88 36 Imp. Var. 30 1NC8004E01 4.09 35000000 runout 4.17 7.88 36 Imp. Var. 30 1NC8004E17 4.09 35000000 runout 4.17 7.88 36 Imp. Var. 30 1NC8004E17 4.09 32000000 crack 4.17 7.88 36 Imp. Var. 30 1NC8002N01 3.25 86900000 crack 4.17 12.5 36 Imp. Var. 30 1NC8002N01 3.25 120000000 runout 4.17 12.5 36 Imp. Var. 30 1NC8002N17 3.25 120000000 runout 4.17 12.5 36 Imp. Var. 30 1NC8002N17 3.25 120000000 runout 4.17 12.5 36 Imp. Var. 30 1NC8002S01 3.25 120000000 runout 4.17 12.5 36 Imp. Var. 30 1NC8002S01 3.25 87200000 crack 4.17 12.5 36 Imp. Var. 30 1NC8002S17 3.25 120000000 runout 4.17 12.5 36 Imp. Var. 30 1NC8002S17 3.25 120000000 runout 4.17 12.5 36 Imp. Var. 40 1NC8003E01 1.87 109000000 runout 2.22 5.92 36 Imp. Var. 40 1NC8003E01 1.87 109000000 runout 2.22 5.92 36 (continued on next page)

494 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Var. 40 1NC8003E17 1.87 109000000 runout 2.22 5.92 36 Imp. Var. 40 1NC8003E17 1.87 109000000 runout 2.22 5.92 36 Imp. Var. 40 1NC8003W01 1.99 104000000 runout 2.65 7.09 36 Imp. Var. 40 1NC8003W01 1.99 104000000 runout 2.65 7.09 36 Imp. Var. 40 1NC8003W17 1.99 104000000 runout 2.65 7.09 36 Imp. Var. 40 1NC8003W17 1.99 104000000 crack 2.65 7.09 36 Imp. Var. 40 1NC8001N01 2.07 107000000 runout 2.47 6.62 36 Imp. Var. 40 1NC8001N01 2.07 107000000 runout 2.47 6.62 36 Imp. Var. 40 1NC8001N17 2.07 107000000 runout 2.47 6.62 36 Imp. Var. 40 1NC8001N17 2.07 107000000 runout 2.47 6.62 36 Imp. Var. 40 1NC8001S01 2.07 107000000 runout 2.47 6.62 36 Imp. Var. 40 1NC8001S01 2.07 107000000 runout 2.47 6.62 36 Imp. Var. 40 1NC8001S17 2.07 107000000 runout 2.47 6.62 36 Imp. Var. 40 1NC8001S17 2.07 107000000 runout 2.47 6.62 36 Imp. Const. 90 1NC8003E08 6.29 109000000 crack 7.5 20 36 Imp. Const. 90 1NC8002N08 7.02 89470000 crack 9 27 36 Imp. Const. 90 1NC8103E08 12.5 5010000 crack 7.5 20 36 Imp. Const. 90 1NC8102N08 16 110000 crack 9 27 36 Imp. Const. 90 1NC8003E09 6.29 109000000 crack 7.5 20 36 Imp. Const. 90 1NC8103E09 12.5 5010000 crack 7.5 20 36 Imp. Const. 90 1NC8003E10 6.29 112000000 runout 7.5 20 36 Imp. Const. 90 1NC8001N08 7.12 107000000 runout 8.3 22.3 36 Imp. Const. 90 1NC8001N09 7.12 107000000 runout 8.3 22.3 36 Imp. Const. 90 1NC8001N10 7.12 107000000 runout 8.3 22.3 36 Imp. Const. 90 1NC8001S08 7.12 107000000 runout 8.3 22.3 36 Imp. Const. 90 1NC8001S09 7.12 107000000 runout 8.3 22.3 36 Imp. Const. 90 1NC8001S10 7.12 107000000 runout 8.3 22.3 36 Imp. Const. 90 1NC8002S08 7.02 125000000 runout 9 27 36 Imp. Const. 90 1NC8002S09 5.66 125000000 runout 7.26 21.77 36 Imp. Const. 90 1NC8002S10 7.02 125000000 runout 9 27 36 Imp. Const. 90 1NC8002N09 5.66 125000000 runout 7.26 21.77 36 Imp. Const. 90 1NC8002N10 7.02 120000000 crack 9 27 36 Imp. Const. 90 1NC8003W08 6.7 104000000 runout 9 24 36 Imp. Const. 90 1NC8003W09 6.7 104000000 runout 9 24 36 Imp. Const. 90 1NC8003W10 6.7 104000000 runout 9 24 36 Imp. Const. 90 1NC8004W08 8.83 34700000 runout 9 25 36 Imp. Const. 90 1NC8004W09 8.83 34700000 runout 9 25 36 Imp. Const. 90 1NC8004W10 8.83 34700000 runout 9 25 36 Imp. Const. 90 1NC8004E08 8.83 34700000 runout 9 25 36 (continued on next page)

495 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 90 1NC8004E09 8.83 34700000 runout 9 25 36 Imp. Const. 90 1NC8004E10 8.83 34700000 runout 9 25 36 S.I. Var. 90 0ORE80A601 55.9 24290000 crack 9 1 311 S.I. Var. 90 0ORE80A602 55.9 27620000 crack 2 1 311 Imp. Var. 120 1NC8001N02 1.36 107000000 runout 1.61 4.32 36 Imp. Var. 120 1NC8001N03 1.74 107000000 runout 2.07 5.54 36 Imp. Var. 120 1NC8001N04 1.76 107000000 runout 2.09 5.61 36 Imp. Var. 120 1NC8001N05 2.08 107000000 runout 2.45 6.59 36 Imp. Var. 120 1NC8001N06 2.15 107000000 runout 2.56 6.85 36 Imp. Var. 120 1NC8001N07 2.42 107000000 runout 2.88 7.71 36 Imp. Var. 120 1NC8001N11 2.42 107000000 runout 2.88 7.71 36 Imp. Var. 120 1NC8001N12 2.15 107000000 runout 2.56 6.85 36 Imp. Var. 120 1NC8001N13 2.08 107000000 runout 2.45 6.59 36 Imp. Var. 120 1NC8001N14 1.76 107000000 runout 2.09 5.61 36 Imp. Var. 120 1NC8001N15 1.74 107000000 runout 2.07 5.54 36 Imp. Var. 120 1NC8001N16 1.36 107000000 runout 1.61 4.32 36 Imp. Var. 120 1NC8001S02 1.36 107000000 runout 1.61 4.32 36 Imp. Var. 120 1NC8001S03 1.74 107200000 crack 2.07 5.54 36 Imp. Var. 120 1NC8001S04 1.76 107000000 runout 2.09 5.61 36 Imp. Var. 120 1NC8001S05 2.08 107000000 runout 2.45 6.59 36 Imp. Var. 120 1NC8001S06 2.15 86000000 crack 2.56 6.85 36 Imp. Var. 120 1NC8001S07 2.42 107000000 runout 2.88 7.71 36 Imp. Var. 120 1NC8001S11 2.42 43600000 crack 2.88 7.71 36 Imp. Var. 120 1NC8001S12 2.15 107000000 runout 2.56 6.85 36 Imp. Var. 120 1NC8001S13 2.08 107000000 runout 2.45 6.59 36 Imp. Var. 120 1NC8001S14 1.76 107000000 runout 2.09 5.61 36 Imp. Var. 120 1NC8001S15 1.74 107000000 runout 2.07 5.54 36 Imp. Var. 120 1NC8001S16 1.36 107000000 runout 1.61 4.32 36 Imp. Var. 120 1NC8002S02 1.36 120000000 crack 1.74 5.23 36 Imp. Var. 120 1NC8002S03 1.74 120000000 crack 2.23 6.69 36 Imp. Var. 120 1NC8002S04 1.76 120000000 crack 2.26 6.77 36 Imp. Var. 120 1NC8002S05 2.08 120000000 crack 2.67 8 36 Imp. Var. 120 1NC8002S06 2.15 120000000 runout 2.76 8.27 36 Imp. Var. 120 1NC8002S07 2.42 69500000 crack 3.1 9.31 36 Imp. Var. 120 1NC8002S11 2.42 120000000 crack 3.1 9.31 36 Imp. Var. 120 1NC8002S12 2.15 120000000 runout 2.76 8.27 36 Imp. Var. 120 1NC8002S13 2.08 99600000 crack 2.67 8 36 Imp. Var. 120 1NC8002S14 1.76 120000000 runout 2.26 6.77 36 Imp. Var. 120 1NC8002S15 1.74 120000000 runout 2.23 6.69 36 (continued on next page)

496 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Var. 120 1NC8002S16 1.36 120000000 runout 1.74 5.23 36 Imp. Var. 120 1NC8002N02 1.36 94300000 crack 1.74 5.23 36 Imp. Var. 120 1NC8002N03 1.74 120000000 runout 2.23 6.69 36 Imp. Var. 120 1NC8002N04 1.76 120000000 runout 2.26 6.77 36 Imp. Var. 120 1NC8002N05 2.08 120000000 crack 2.67 8 36 Imp. Var. 120 1NC8002N06 2.15 120000000 crack 2.76 8.27 36 Imp. Var. 120 1NC8002N07 2.42 120000000 crack 3.1 9.31 36 Imp. Var. 120 1NC8002N11 2.42 71900000 crack 3.1 9.31 36 Imp. Var. 120 1NC8002N12 2.15 120000000 crack 2.76 8.27 36 Imp. Var. 120 1NC8002N13 2.08 120000000 crack 2.67 8 36 Imp. Var. 120 1NC8002N14 1.76 120000000 runout 2.26 6.77 36 Imp. Var. 120 1NC8002N15 1.74 120000000 runout 2.23 6.69 36 Imp. Var. 120 1NC8002N16 1.36 120000000 runout 1.74 5.23 36 Imp. Var. 120 1NC8003W02 1.29 104000000 runout 1.75 4.65 36 Imp. Var. 120 1NC8003W03 1.66 104000000 runout 2.23 5.94 36 Imp. Var. 120 1NC8003W04 1.69 104000000 runout 2.26 6.03 36 Imp. Var. 120 1NC8003W05 1.98 104000000 runout 2.65 7.08 36 Imp. Var. 120 1NC8003W06 2.05 104000000 runout 2.74 7.33 36 Imp. Var. 120 1NC8003W07 2.31 37800000 crack 3.11 8.29 36 Imp. Var. 120 1NC8003W11 2.31 104000000 runout 3.11 8.29 36 Imp. Var. 120 1NC8003W12 2.05 67200000 crack 2.74 7.33 36 Imp. Var. 120 1NC8003W13 1.98 104000000 runout 2.65 7.08 36 Imp. Var. 120 1NC8003W14 1.69 104000000 runout 2.26 6.03 36 Imp. Var. 120 1NC8003W15 1.66 104000000 runout 2.23 5.94 36 Imp. Var. 120 1NC8003W16 1.29 104000000 runout 1.75 3.65 36 Imp. Var. 120 1NC8003E02 1.22 109000000 runout 1.45 3.87 36 Imp. Var. 120 1NC8003E03 1.55 109000000 runout 1.85 4.94 36 Imp. Var. 120 1NC8003E04 1.59 109000000 runout 1.88 5.02 36 Imp. Var. 120 1NC8003E05 1.86 109000000 runout 2.22 5.92 36 Imp. Var. 120 1NC8003E06 1.92 109000000 runout 2.3 6.13 36 Imp. Var. 120 1NC8003E07 1.93 104000000 crack 2.59 6.91 36 Imp. Var. 120 1NC8003E11 2.17 109000000 crack 2.59 6.91 36 Imp. Var. 120 1NC8003E12 1.92 109000000 crack 2.3 6.13 36 Imp. Var. 120 1NC8003E13 1.86 109000000 runout 2.22 5.92 36 Imp. Var. 120 1NC8003E14 1.59 109000000 runout 1.88 5.02 36 Imp. Var. 120 1NC8003E15 1.55 109000000 runout 1.85 4.94 36 Imp. Var. 120 1NC8003E16 1.22 109000000 runout 1.45 3.87 36 Imp. Var. 120 1NC8004W02 1.71 34700000 runout 1.74 3.29 36 Imp. Var. 120 1NC8004W03 2.18 34700000 runout 2.23 4.21 36 (continued on next page)

497 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Var. 120 1NC8004W04 2.22 34700000 runout 2.26 4.27 36 Imp. Var. 120 1NC8004W05 2.61 34700000 runout 2.67 5.04 36 Imp. Var. 120 1NC8004W06 2.7 34700000 runout 2.76 5.21 36 Imp. Var. 120 1NC8004W07 3.05 34700000 runout 3.12 8.65 36 Imp. Var. 120 1NC8004W11 3.05 22600000 crack 3.12 8.65 36 Imp. Var. 120 1NC8004W12 2.7 33000000 crack 2.76 5.21 36 Imp. Var. 120 1NC8004W13 2.61 18600000 crack 2.67 5.04 36 Imp. Var. 120 1NC8004W14 2.22 33000000 crack 2.26 4.27 36 Imp. Var. 120 1NC8004W15 2.18 34700000 runout 2.23 4.21 36 Imp. Var. 120 1NC8004W16 1.71 34700000 runout 1.74 3.29 36 Imp. Var. 120 1NC8004E02 1.71 34700000 runout 1.74 3.29 36 Imp. Var. 120 1NC8004E03 2.18 34700000 runout 2.23 4.21 36 Imp. Var. 120 1NC8004E04 2.22 34700000 runout 2.26 4.27 36 Imp. Var. 120 1NC8004E05 2.61 34700000 crack 2.67 5.04 36 Imp. Var. 120 1NC8004E06 2.7 32000000 crack 2.76 5.21 36 Imp. Var. 120 1NC8004E07 3.05 34700000 runout 3.12 8.65 36 Imp. Var. 120 1NC8004E11 3.05 34700000 runout 3.12 8.65 36 Imp. Var. 120 1NC8004E12 2.7 34700000 runout 2.76 5.21 36 Imp. Var. 120 1NC8004E13 2.61 34700000 crack 2.67 5.04 36 Imp. Var. 120 1NC8004E14 2.22 34700000 runout 2.26 4.27 36 Imp. Var. 120 1NC8004E15 2.18 34700000 runout 2.23 4.21 36 Imp. Var. 120 1NC8004E16 1.71 17400000 crack 1.74 3.29 36 S.I. Const. 100 3CHIS104.0 146 3900000 crack 390 S.I. Const. 100 3CHIS203.0 172 4300000 crack 390 S.I. Const. 100 3CHIS204.0 161 1330000 crack 390 S.I. Const. 100 3CHIS205.0 181 875000 crack 390 S.I. Const. 100 3CHIS206.0 146 1938000 crack 390 S.I. Const. 50 3ICOM001.0 180 170300 crack 355 S.I. Const. 50 3ICOM002.0 180 203000 crack 355 S.I. Const. 50 3ICOM003.0 180 200400 crack 355 S.I. Const. 50 3ICOM004.0 180 220300 crack 355 S.I. Const. 50 3ICOM005.0 180 159300 crack 355 S.I. Const. 50 3ICOM006.0 180 155400 crack 355 S.I. Const. 50 3ICOM007.0 100 1454500 crack 355 S.I. Const. 50 3ICOM008.0 100 1364700 crack 355 S.I. Const. 50 3ICOM009.0 100 1390100 crack 355 S.I. Const. 50 3ICOM010.0 100 1001200 crack 355 S.I. Const. 50 3ICOM011.0 100 956200 crack 355 S.I. Const. 50 3ICOM012.0 100 1273200 crack 355 (continued on next page)

498 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Const. 100 3BELG011.0 95 1650000 crack 355 S.I. Const. 100 3BELG012.0 100 1900000 crack 355 S.I. Const. 100 3BELG013.0 92 1750000 crack 355 S.I. Const. 100 3BELG014.0 130 425000 crack 355 S.I. Const. 100 3BELG015.0 160 407000 crack 355 S.I. Const. 100 3BELG021.0 160 528000 crack 355 S.I. Const. 100 3BELG022.0 206 697000 crack 355 S.I. Const. 100 3BELG023.0 125 716000 crack 355 S.I. Const. 100 3BELG024.0 130 484000 crack 355 S.I. Const. 100 3BELG031.0 109 2217000 runout 355 S.I. Const. 100 3BELG032.0 131 660000 crack 355 S.I. Const. 100 3BELG033.0 120 1050000 crack 355 S.I. Const. 100 3BELG012.1 103 2060000 runout 355 S.I. Const. 100 3BELG015.1 126 650000 crack 355 S.I. Var. 90 3TFHD009.1 45.2 9262000 crack S.I. Var. 90 3TFHD009.2 40.3 13765700 crack S.I. Var. 90 3TFHD009.3 45.2 10400700 crack S.I. Var. 90 3TFHD009.4 40.3 12185400 crack S.I. Var. 90 3TFHD009.5 45.2 10217900 crack S.I. Var. 90 3TFHD009.6 40.3 17105200 crack S.I. Var. 90 3TFHD007.1 56.7 11737900 crack S.I. Var. 90 3TFHD007.2 63.6 4637600 crack S.I. Var. 90 3TFHD007.3 56.7 4486950 crack S.I. Var. 90 3TFHD007.4 63.6 4407900 crack S.I. Var. 90 3TFHD007.5 56.7 7733800 crack S.I. Var. 90 3TFHD007.6 63.6 6120000 crack S.I. Var. 90 3TFHC001.0 63.2 21400000 runout S.I. Var. 90 3TFHC002.0 80 4500000 runout S.I. Var. 90 3TFHC012.1 70.7 7900000 crack S.I. Var. 90 3TFHC012.2 70.7 7850000 crack S.I. Var. 90 3TFHC012.3 70.7 6019000 crack S.I. Var. 90 3TFHC012.4 70.7 6300000 crack S.I. Var. 90 3TFHC012.5 70.7 6200000 crack S.I. Var. 90 3TFHC012.6 70.7 5650000 crack S.I. Var. 90 3TFHC011.1 70.7 7654000 crack S.I. Var. 90 3TFHC011.2 70.7 8600000 crack S.I. Var. 90 3TFHC011.3 70.7 7300000 crack S.I. Var. 90 3TFHC011.4 70.7 10400000 crack S.I. Var. 90 3TFHC011.5 70.7 10850000 crack (continued on next page)

499 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress S.I. Var. 90 3TFHC011.6 70.7 12130000 runout S.I. Var. 90 3TFHD008.1 37.1 18737000 crack S.I. Var. 90 3TFHD008.2 37.1 24962000 crack S.I. Var. 90 3TFHD008.3 37.1 25406000 crack S.I. Var. 90 3TFHD008.4 37.1 42000000 runout S.I. Var. 90 3TFHC006.1 54.1 20100000 crack S.I. Var. 90 3TFHC006.2 54.1 78000000 runout Imp. Const. 140 1DTRG001 20 12634300 crack 550 Imp. Const. 140 1DTRG002 24 775600 crack 550 Imp. Const. 140 1DTRG003 30 572000 crack 550 Imp. Const. 140 1DTRG004 60 66500 crack 550 Imp. Const. 140 1DTRG005 90 14500 crack 550 Imp. Const. 140 1DTRG006 140 1010 crack 550 Imp. Const. 140 1DTRG007 20 2903700 crack 550 Imp. Const. 140 1DTRG008 24 3732900 crack 550 Imp. Const. 140 1DTRG009 30 779500 crack 550 Imp. Const. 140 1DTRG010 60 61900 crack 550 Imp. Const. 140 1DTRG011 90 14800 crack 550 Imp. Const. 140 1DTRG012 140 2020 crack 550 Imp. Const. 140 1DTRG013 20 26195300 runout 550 Imp. Const. 140 1DTRG014 24 1118600 crack 550 Imp. Const. 140 1DTRG015 30 515000 crack 550 Imp. Const. 140 1DTRG016 60 70600 crack 550 Imp. Const. 140 1DTRG017 90 16300 crack 550 Imp. Const. 140 1DTRG018 140 2680 crack 550 Imp. Const. 130 1DTRAC06 33.2 152950 crack 550 Imp. Const. 130 1DTRAC14 26 392300 crack 550 Imp. Const. 130 1DTRAC09 22.2 703170 crack 550 Imp. Const. 130 1DTRAC13 18.1 1438000 crack 550 Imp. Const. 130 1DTRAC05 15.6 4453420 crack 550 Imp. Const. 130 1DTRAC11 13.9 25467460 runout 550 Imp. Const. 130 1DTRAC10 12.2 2502800 crack 550 Imp. Const. 130 1DTRAC07 12.2 22962600 runout 550 Imp. Const. 130 1DTRAC01 11.3 50804500 runout 550 Imp. Const. 130 2DTRAC15 33.3 58410 crack 550 Imp. Const. 130 2DTRAC21 33.3 103010 crack 550 Imp. Const. 130 2DTRAC20 26.1 339910 crack 550 Imp. Const. 130 2DTRAC19 18.2 927040 crack 550 Imp. Const. 130 2DTRAC22 15.7 981270 crack 550 (continued on next page)

500 Table F.7.1. Fatigue Test Data (continued) Units Load Type Detail ID Number Stress Range Cycles Result Min. Stress Max. Stress Yield Stress Imp. Const. 130 2DTRAC17 14 2030830 crack 550 Imp. Const. 130 2DTRAC18 12.2 4039940 crack 550 Imp. Const. 130 2DTRAC16 11.3 28899840 crack 550 Imp. Const. 130 2DTRAC23 9.5 50545730 runout 550 Sources: Keating and Fisher 1986; P. B. Keating, personal communication requesting to locate and use the fatigue test database, 2012. Reference for F.7 Keating, P. B., and J. W. Fisher. 1986. NCHRP Report 286: Evaluation of Fatigue Tests and Design Criteria on Welded Details. TRB, National Research Council, Washington, D.C. F.8 Concrete Fatigue database Table F.8.1. Fatigue Data for Plain Concrete in Compression S_max/fc S_min (ksi) Sr (ksi) N Reference No. Notes 0.75 0.6 3.9 17000 1 Group 2A; e=0in 0.75 0.6 3.9 24000 1 Group 2A; e=0in 0.75 0.6 3.9 36000 1 Group 2A; e=0in 0.75 0.6 3.9 39000 1 Group 2A; e=0in 0.75 0.6 3.9 40000 1 Group 2A; e=0in 0.75 0.6 3.9 47000 1 Group 2A; e=0in 0.75 0.6 3.9 53000 1 Group 2A; e=0in 0.75 0.6 3.9 59000 1 Group 2A; e=0in 0.75 0.6 3.9 65000 1 Group 2A; e=0in 0.75 0.6 3.9 70000 1 Group 2A; e=0in 0.725 0.6 3.75 39000 1 Group 2A; e=0in 0.725 0.6 3.75 60000 1 Group 2A; e=0in 0.725 0.6 3.75 107000 1 Group 2A; e=0in 0.725 0.6 3.75 110000 1 Group 2A; e=0in 0.725 0.6 3.75 130000 1 Group 2A; e=0in 0.725 0.6 3.75 136000 1 Group 2A; e=0in 0.725 0.6 3.75 192000 1 Group 2A; e=0in 0.725 0.6 3.75 275000 1 Group 2A; e=0in 0.7 0.6 3.6 55000 1 Group 2A; e=0in 0.7 0.6 3.6 106000 1 Group 2A; e=0in 0.7 0.6 3.6 135000 1 Group 2A; e=0in 0.7 0.6 3.6 152000 1 Group 2A; e=0in 0.7 0.6 3.6 155000 1 Group 2A; e=0in 0.7 0.6 3.6 206000 1 Group 2A; e=0in (continued on next page)

501 Table F.8.1. Fatigue Data for Plain Concrete in Compression (continued) S_max/fc S_min (ksi) Sr (ksi) N Reference No. Notes 0.7 0.6 3.6 269000 1 Group 2A; e=0in 0.7 0.6 3.6 313000 1 Group 2A; e=0in 0.7 0.6 3.6 320000 1 Group 2A; e=0in 0.7 0.6 3.6 356000 1 Group 2A; e=0in 0.7 0.6 3.6 429000 1 Group 2A; e=0in 0.7 0.6 3.6 492000 1 Group 2A; e=0in 0.675 0.6 3.45 159000 1 Group 2A; e=0in 0.675 0.6 3.45 256000 1 Group 2A; e=0in 0.675 0.6 3.45 270000 1 Group 2A; e=0in 0.675 0.6 3.45 655000 1 Group 2A; e=0in 0.675 0.6 3.45 779000 1 Group 2A; e=0in 0.675 0.6 3.45 970000 1 Group 2A; e=0in 0.675 0.6 3.45 1048000 1 Group 2A; e=0in 0.675 0.6 3.45 1051000 1 Group 2A; e=0in 0.675 0.6 3.45 1318000 1 Group 2A; e=0in 0.675 0.6 3.45 1661000 1 Group 2A; e=0in 0.675 0.6 3.45 2000000 1 Group 2A; e=0in 0.675 0.6 3.45 2000000 1 Group 2A; e=0in 0.9 0.6 4.8 28000 1 Group 2B; e=1in 0.9 0.6 4.8 31000 1 Group 2B; e=1in 0.9 0.6 4.8 35000 1 Group 2B; e=1in 0.9 0.6 4.8 45000 1 Group 2B; e=1in 0.9 0.6 4.8 46000 1 Group 2B; e=1in 0.9 0.6 4.8 58000 1 Group 2B; e=1in 0.9 0.6 4.8 61000 1 Group 2B; e=1in 0.9 0.6 4.8 129000 1 Group 2B; e=1in 0.875 0.6 4.65 81000 1 Group 2B; e=1in 0.875 0.6 4.65 120000 1 Group 2B; e=1in 0.875 0.6 4.65 131000 1 Group 2B; e=1in 0.875 0.6 4.65 141000 1 Group 2B; e=1in 0.875 0.6 4.65 156000 1 Group 2B; e=1in 0.875 0.6 4.65 180000 1 Group 2B; e=1in 0.875 0.6 4.65 190000 1 Group 2B; e=1in 0.875 0.6 4.65 226000 1 Group 2B; e=1in 0.875 0.6 4.65 242000 1 Group 2B; e=1in 0.875 0.6 4.65 317000 1 Group 2B; e=1in 0.875 0.6 4.65 351000 1 Group 2B; e=1in 0.875 0.6 4.65 527000 1 Group 2B; e=1in (continued on next page)

502 Table F.8.1. Fatigue Data for Plain Concrete in Compression (continued) S_max/fc S_min (ksi) Sr (ksi) N Reference No. Notes 0.85 0.6 4.5 305000 1 Group 2B; e=1in 0.85 0.6 4.5 684000 1 Group 2B; e=1in 0.85 0.6 4.5 730000 1 Group 2B; e=1in 0.85 0.6 4.5 859000 1 Group 2B; e=1in 0.85 0.6 4.5 860000 1 Group 2B; e=1in 0.85 0.6 4.5 1045000 1 Group 2B; e=1in 0.85 0.6 4.5 2105000 1 Group 2B; e=1in 0.85 0.6 4.5 2751000 1 Group 2B; e=1in 0.85 0.6 4.5 2000000 1 Group 2B; e=1in 0.85 0.6 4.5 16000 1 Group 2C; e=1/3in 0.85 0.6 4.5 26000 1 Group 2C; e=1/3in 0.85 0.6 4.5 35000 1 Group 2C; e=1/3in 0.85 0.6 4.5 37000 1 Group 2C; e=1/3in 0.85 0.6 4.5 46000 1 Group 2C; e=1/3in 0.85 0.6 4.5 65000 1 Group 2C; e=1/3in 0.8 0.6 4.2 108000 1 Group 2C; e=1/3in 0.8 0.6 4.2 206000 1 Group 2C; e=1/3in 0.8 0.6 4.2 224000 1 Group 2C; e=1/3in 0.8 0.6 4.2 249000 1 Group 2C; e=1/3in 0.8 0.6 4.2 270000 1 Group 2C; e=1/3in 0.8 0.6 4.2 364000 1 Group 2C; e=1/3in 0.8 0.6 4.2 542000 1 Group 2C; e=1/3in 0.8 0.6 4.2 2000000 1 Group 2C; e=1/3in 0.775 0.6 4.05 464000 1 Group 2C; e=1/3in 0.775 0.6 4.05 888000 1 Group 2C; e=1/3in 0.775 0.6 4.05 941000 1 Group 2C; e=1/3in 0.775 0.6 4.05 1198000 1 Group 2C; e=1/3in 0.775 0.6 4.05 2000000 1 Group 2C; e=1/3in

503 Table F.8.2. Concrete Fatigue Data for Reinforced Concrete f_min Sr N Reference No. Notes/Specimen No. 5.0 39.0 216,400 2 5.0 39.0 288,100 2 5.0 39.0 315,600 2 5.0 34.0 356,800 2 15.0 34.0 406,600 2 15.0 34.0 441,000 2 5.0 34.0 506,100 2 5.0 34.0 515,300 2 5.0 29.0 626,000 2 15.0 34.0 645,300 2 15.0 29.0 746,000 2 5.0 29.0 864,500 2 5.0 29.0 920,200 2 15.0 29.0 971,900 2 15.0 29.0 1,232,300 2 15.0 26.0 2,214,500 2 15.0 24.0 3,187,500 2 15.0 25.0 3,496,500 2 15.0 24.0 3,702,400 2 15.0 24.0 8,164,000 2 4.31 39.42 6,250,000 3 Bar A-A15 24.8 22.2 5,200,000 3 Bar A-A15 4.31 34.27 3,782,000 3 Bar A-A15 12.85 31.62 3,375,000 3 Bar A-A15 4.31 38.56 3,142,800 3 Bar A-A15 4.32 38.66 2,934,000 3 Bar A-A15 12.89 34.11 2,342,000 3 Bar A-A15 4.31 42.69 2,037,000 3 Bar A-A15 12.85 36.18 1,598,000 3 Bar A-A15 4.31 39.39 1,316,000 3 Bar A-A15 4.31 38.64 1,060,000 3 Bar A-A15 12.87 35.06 964,000 3 Bar A-A15 4.31 40.2 881,000 3 Bar A-A15 4.32 41.81 750,000 3 Bar A-A15 12.87 35.06 555,000 3 Bar A-A15 4.32 40.21 526,000 3 Bar A-A15 4.31 42.69 450,000 3 Bar A-A15 12.85 34.01 435,000 3 Bar A-A15 (continued on next page)

504 Table F.8.2. Concrete Fatigue Data for Reinforced Concrete (continued) f_min Sr N Reference No. Notes/Specimen No. 4.31 42.69 431,000 3 Bar A-A15 4.32 40.22 359,000 3 Bar A-A15 4.32 41.81 281,000 3 Bar A-A15 4.31 42.59 245,500 3 Bar A-A15 4.31 41.75 224,300 3 Bar A-A15 4.31 42.69 183,000 3 Bar A-A15 18.99 44.31 89,200 3 Bar A-A15 5.95 62.75 92,200 3 Bar A-A15 5.93 53.96 113,500 3 Bar A-A15 18.97 47.24 169,500 3 Bar A-A15 5.93 47.61 286,000 3 Bar A-A15 5.93 44.46 317,800 3 Bar A-A15 19.11 42.42 389,200 3 Bar A-A15 19.11 44.6 406,300 3 Bar A-A15 5.95 40.8 432,400 3 Bar A-A440 19.06 37.91 432,600 3 Bar A-A440 19.13 41.23 456,100 3 Bar A-A440 5.93 47.61 505,600 3 Bar A-A440 19.05 37.89 526,800 3 Bar A-A440 5.92 41.46 561,700 3 Bar A-A440 5.94 41.41 590,000 3 Bar A-A440 5.94 38.18 914,700 3 Bar A-A440 18.99 33.44 990,000 3 Bar A-A440 5.95 36.07 1,073,000 3 Bar A-A440 5.94 36.6 1,123,000 3 Bar A-A440 19.04 36.09 1,160,000 3 Bar A-A440 19.02 37.84 1,193,000 3 Bar A-A440 5.93 38.17 1,285,000 3 Bar A-A440 5.92 41.45 1,315,600 3 Bar A-A440 19.07 36.16 1,475,750 3 Bar A-A440 5.94 36.06 1,589,000 3 Bar A-A440 5.94 38.44 2,330,000 3 Bar A-A440 5.92 35.93 2,772,300 3 Bar A-A440 18.98 31.45 2,867,000 3 Bar A-A440 5.95 29.75 3,097,000 3 Bar A-A440 19.03 34.69 3,705,200 3 Bar A-A440 5.93 35.99 3,766,000 3 Bar A-A440 5.96 29.78 4,405,000 3 Bar A-A440 (continued on next page)

505 Table F.8.2. Concrete Fatigue Data for Reinforced Concrete (continued) f_min Sr N Reference No. Notes/Specimen No. 18.98 28.28 4,514,000 3 Bar A-A440 8.94 67.1 75,000 3 Bar A-A431 8.94 67.1 101,000 3 Bar A-A431 27.14 58.48 135,000 3 Bar A-A431 26.94 58.04 137,100 3 Bar A-A431 27 48.95 152,000 3 Bar A-A431 8.99 60.72 201,100 3 Bar A-A431 27 48.95 215,000 3 Bar A-A431 26.95 49.09 216,000 3 Bar A-A431 8.94 54.7 225,100 3 Bar A-A431 9 55.03 253,000 3 Bar A-A431 26.9 49.44 301,000 3 Bar A-A431 8.94 45.61 307,600 3 Bar A-A431 26.76 49.18 474,100 3 Bar A-A431 9 45.91 512,000 3 Bar A-A431 27.12 37.18 642,300 3 Bar A-A431 27.15 40.92 702,500 3 Bar A-A431 8.36 40.85 714,200 3 Bar A-A431 26.94 40.61 1,006,000 3 Bar A-A431 26.96 37.06 1,044,000 3 Bar A-A431 8.99 40.53 1,048,000 3 Bar A-A431 26.93 40.59 1,075,000 3 Bar A-A431 26.97 37.07 1,456,000 3 Bar A-A431 26.91 36.99 1,560,000 3 Bar A-A431 8.93 40.26 2,250,000 3 Bar A-A431 8.93 40.23 4,160,000 3 Bar A-A431 27 31.56 6,654,000 3 Bar A-A431 4.85 45.68 127,500 3 Bar B-A15 14.42 38.12 259,000 3 Bar B-A15 4.83 43.09 290,000 3 Bar B-A15 4.85 36 352,000 3 Bar B-A15 14.44 35.81 372,000 3 Bar B-A15 4.83 40.69 411,000 3 Bar B-A15 14.5 33.57 477,200 3 Bar B-A15 4.84 36 504,500 3 Bar B-A15 4.84 43.4 538,200 3 Bar B-A15 14.42 33.38 568,000 3 Bar B-A15 14.46 32.3 646,000 3 Bar B-A15 (continued on next page)

506 Table F.8.2. Concrete Fatigue Data for Reinforced Concrete (continued) f_min Sr N Reference No. Notes/Specimen No. 4.84 40.77 661,300 3 Bar B-A15 4.85 36.13 665,000 3 Bar B-A15 4.85 34.73 887,000 3 Bar B-A15 14.44 32.25 890,400 3 Bar B-A15 14.5 31.19 1,157,300 3 Bar B-A15 14.47 29.93 1,478,000 3 Bar B-A15 14.43 31.11 1,664,200 3 Bar B-A15 4.84 34.67 1,900,000 3 Bar B-A15 4.83 33.6 3,012,800 3 Bar B-A15 14.44 29.87 4,819,500 3 Bar B-A15 14.46 28.71 5,350,000 3 Bar B-A15 8.11 38.38 91,500 3 Bar B-A431 8.13 62.66 102,000 3 Bar B-A431 8.13 57.69 110,000 3 Bar B-A431 24.33 52.23 120,200 3 Bar B-A431 8.13 52.55 174,000 3 Bar B-A431 24.39 48.37 188,000 3 Bar B-A431 24.41 44.45 255,300 3 Bar B-A431 8.13 48.37 266,000 3 Bar B-A431 24.26 40.22 313,000 3 Bar B-A431 8.13 44.39 428,000 3 Bar B-A431 24.26 36.08 541,000 3 Bar B-A431 24.38 36.28 604,200 3 Bar B-A431 8.12 40.42 651,000 3 Bar B-A431 24.41 32.14 979,000 3 Bar B-A431 8.13 36.49 1,630,000 3 Bar B-A431 8.11 36.4 1,697,000 3 Bar B-A431 24.2 31.87 3,150,000 3 Bar B-A431 24.39 30.33 4,270,000 3 Bar B-A431 9.32 51.35 134,200 3 Bar C-A431 28.04 46.53 158,000 3 Bar C-A431 9.35 46.73 225,000 3 Bar C-A431 9.31 41.78 257,000 3 Bar C-A431 31.89 38.04 311,000 3 Bar C-A431 9.32 41.81 415,500 3 Bar C-A431 9.32 37.26 428,000 3 Bar C-A431 9.31 41.78 430,000 3 Bar C-A431 9.34 37.36 430,000 3 Bar C-A431 (continued on next page)

507 Table F.8.2. Concrete Fatigue Data for Reinforced Concrete (continued) f_min Sr N Reference No. Notes/Specimen No. 9.32 37.26 431,000 3 Bar C-A431 28.05 35.61 462,400 3 Bar C-A431 28.02 35.57 477,700 3 Bar C-A431 31.9 31.5 499,300 3 Bar C-A431 9.28 35.16 503,300 3 Bar C-A431 27.94 30.32 648,400 3 Bar C-A431 27.85 27.86 1,056,000 3 Bar C-A431 9.28 33.15 1,072,000 3 Bar C-A431 9.35 31.81 1,250,000 3 Bar C-A431 28.05 26.06 2,037,000 3 Bar C-A431 9.34 29.82 2,631,000 3 Bar C-A431 5 39 216,400 3 Bar D-A15 5 39 288,000 3 Bar D-A15 5 39 315,600 3 Bar D-A15 5 34 356,800 3 Bar D-A15 15 34 365,200 3 Bar D-A15 15 34 406,600 3 Bar D-A15 5 34 435,000 3 Bar D-A15 15 34 441,000 3 Bar D-A15 5 34 506,100 3 Bar D-A15 5 34 510,000 3 Bar D-A15 5 34 515,300 3 Bar D-A15 5 29 626,600 3 Bar D-A15 15 34 645,300 3 Bar D-A15 15 29 673,000 3 Bar D-A15 15 29 746,000 3 Bar D-A15 5 29 864,500 3 Bar D-A15 15 29 888,400 3 Bar D-A15 5 29 920,200 3 Bar D-A15 15 29 971,000 3 Bar D-A15 15 29 1,030,000 3 Bar D-A15 5 34 1,120,000 3 Bar D-A15 15 29 1,232,000 3 Bar D-A15 15 26 2,214,500 3 Bar D-A15 15 24 3,187,500 3 Bar D-A15 15 25 3,496,500 3 Bar D-A15 15 24 3,702,400 3 Bar D-A15 15 24 8,164,000 3 Bar D-A15 (continued on next page)

508 Table F.8.2. Concrete Fatigue Data for Reinforced Concrete (continued) f_min Sr N Reference No. Notes/Specimen No. 4.6 39.7 88,900 4 44CH 4.6 39.7 129,200 4 44CV 4.7 35.5 219,800 4 40CH 4.7 35.5 334,200 4 40CV 4.7 33.5 364,000 4 38CV 4.7 31.6 507,000 4 36CH 4.7 29.5 517,000 4 34CH 4.7 29.5 575,000 4 34CH 4.7 31.5 627,300 4 36CV 4.7 29.5 903,000 4 34CV 4.7 27.5 1,434,000 4 32CH 4.7 27.5 1,941,900 4 32CV 4.7 25.5 2,819,800 4 30CH 4.7 25.5 2,984,600 4 30CV 4.8 23.4 5,237,000 4 28CV 4.7 24.5 5,731,000 4 29CV 4.8 23.4 6,266,500 4 28CH 23.7 51.1 160,000 5 F75-5 22.1 49.4 248,000 5 F75-3 17.1 37.9 350,000 5 F50-7 19.3 47.3 401,000 5 F75-1 15.2 41.2 429,000 5 F60-1 21.3 40.6 604,000 5 F75-4 12.5 34.1 610,000 5 F50-1 13.6 37.8 624,000 5 F50-5 12.3 39.7 672,000 5 F60-3 15 32.4 787,000 5 F40-4 14 33.5 893,000 5 F50-3 13.5 31.9 1,063,000 5 F40-3 14.1 30.7 1,316,000 5 F50-6 16.4 28.6 1,348,000 5 F40-1 12.4 29.6 1,488,000 5 F40-2 21.5 40 1,781,000 5 F75-2 16.1 32.1 1,877,000 5 F60-2 16.4 31.9 3,004,000 5 F60-4 13.9 26.1 3,272,000 5 F50-4 12.3 27.7 3,623,000 5 F50-2

509 References for F.8 1. Ople, F. S., and C. L. Hulsbos. 1966. Probable Fatigue Life of Plain Concrete with Stress Gradient. Journal Proceedings, American Con- crete Institute, Vol. 63, No. (1), pp. 59–82. 2. Fisher, J. W., and I. M. Viest. 1961. Special Report 66: Fatigue Tests of Bridge Materials of the AASHTO Road Test. HRB, National Research Council, Washington, D.C., pp. 132–147. 3. Pfister, J. F., and E. Hognestad. 1964. High-Strength Bars As Concrete Reinforcement, Part 6: Fatigue Tests. Journal of the Portland Cement Association Research and Development Laboratories, Vol. 6, No. 1, pp. 65–84. 4. Hanson, J. M., K. T. Burton, and E. Hognestad. 1968. Fatigue Tests of Reinforcing Bars: Effect of Deformation Pattern. Journal of the Portland Cement Association Research and Development Laboratories, Vol. 10, No. 3, pp. 2–13. 5. Lash, S. 1969. Can High-Strength Reinforcement Be Used in Highway Bridges? In First International Symposium on Concrete Bridge Design, SP-23, American Concrete Institute, Detroit, Mich., pp. 283–299.