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From page 322... ... 322 F.1 Purpose and Contents of this Appendix The purpose of this appendix is to facilitate future enhancement of service limit state (SLS) calibration as well as to allow for customization by individual bridge owners. Read the entire page →
From page 324... ... 324 Reference for F2 AASHTO LRFD Bridge Design Specifications, 6th ed. Read the entire page →
From page 325... ... 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 geotechnical features by using an analytical method to predict (estimate) deformation based on local geologic conditions. Read the entire page →
From page 326... ... 326 complicating the process with esoteric probabilistic principles 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 deformations, dP, are considered as loads. Read the entire page →
From page 327... ... 327 Table F.4.1. Study Bridge Data Element Designation q (ksf) Read the entire page →
From page 328... ... 328 Table F.4.2. Data for Measured and Calculated Settlements Footing Designation Settlement (in.) Read the entire page →
From page 329... ... 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. Read the entire page →
From page 330... ... 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 pertain to structural safety and the loss of load-carrying capacity. Read the entire page →
From page 331... ... 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 exceedance, 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. Read the entire page →
From page 332... ... 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. Read the entire page →
From page 333... ... 333 Bridge # Virtis BID # Span Length (ft) tslab (in.) Read the entire page →
From page 334... ... 334 Bridge 8891 Bridge # Virtis BID # Span Length (ft) tslab (in.) Read the entire page →
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From page 406... ... 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. Read the entire page →
From page 407... ... 407 (continued) Bridge # Span Length (ft) Read the entire page →
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From page 425... ... 425 (continued) Bridge # Span Length (ft) Read the entire page →
From page 426... ... 426 F.7 Steel Fatigue database Table F.7.1. Fatigue Test Data Units Load Type Detail ID Number Stress Range Cycles Result Min. Read the entire page →
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From page 501... ... 501 Table F.8.1. Fatigue Data for Plain Concrete in Compression (continued) Read the entire page →
From page 502... ... 502 Table F.8.1. Fatigue Data for Plain Concrete in Compression (continued) Read the entire page →
From page 503... ... 503 Table F.8.2. Concrete Fatigue Data for Reinforced Concrete f_min Sr N Reference No. Read the entire page →
From page 504... ... 504 Table F.8.2. Concrete Fatigue Data for Reinforced Concrete (continued) Read the entire page →
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From page 509... ... 509 References for F.8 1. Read the entire page →

From page 322...

... 322 F.1 Purpose and Contents of this Appendix The purpose of this appendix is to facilitate future enhancement of service limit state (SLS) calibration as well as to allow for customization by individual bridge owners.