1、JoIiri Horsley Executive Director ERRATA Dear Customer: Due to errors found after the publication had been completed, AASHTO has reprinted the pages listed below and made the following errata changes to the Standard Specifications for Highway Bridges, 17th Edition: Page No(s). Affected Article Errat
2、a Change Front Matter p. lxxiii/p. lxxiv Contents p. lxxxiii/p . lxxxiv Contents Division I Design p. 17/p.18 Article 3.1 Add “Figure 4.12.3.2.1-1 Location of Equivalent Footing after Duncan and Buchignami (1 976). . .104.1” to the list of figures Add the following paragraph: “As referenced in Secti
3、on 4.12.3.3.7b and 4.13.2, the following figures have been reprinted from the 1993 Commentary of the 1993 Interims to the Standard Specijications for Highway Bridges:” Add “Figure C4.12.3.7.2-1 Uplift of Group of Closely-Spaced Piles in Cohesionless Soils .104.2” directly below Commentary references
4、 Add “Figure C4.12.3.7.2-2 Uplift of Group of Piles in Cohesive Soils after Tomlinson (1987). . .104.2” directly below Commentary references Add “Figure C4.13.3.3.4- 1 Elastic Settlement Influence Factor as a Function of Embedment Ratio and Modulus Ratio after Donald, Sloan, and Chiu, 1980, as prese
5、nted by Reese and ONeill (1988). 104.2” directly below Commentary references Add “Figure C4.13.3.3.4-4 Bearing Capacity Coefficient, K, after Canadian Geotechnical Society (1985). . .104.2” directly below Commentary references Reference to “Figure 3.7.3A” should read “Figure 3.7.7A” HB-17-E4 March 2
6、005 Page No(s). p. 39lp. 40 p. 53lp. 54 p. 95lp. 96 p. 115lp. 116 p. 157lp. 158 p. 239lp. 240 p. 249lp. 250 p. 253lp. 254 p. 255lp. 256 p. 289lp. 290 p. 339lp. 340 p. 343lp. 344 p. 355lp. 356 Affected Article Article 3.26.1.1 Article 4.4.7.1.1.4 Article 4.11.2 Article 5.2.2.4 Article 5.8.7.1 Article
7、 9.20.3.2 Article 9.28.1 Article 10.1.1 Article 10.1.1 Article 10.32.1 Article 12.1.2 Article 12.4.1.5 Article 12.8.4.3 Article 12.8.4.3.1 Errata Change Reference to “Article 20.19.1” should read “Article 16.3.14” Insert correct Figure 4.4.7.1.1.4A Remove the letter “C” from the following references
8、: “Article C4.10.4” and “Article C4.11.4.1.1” Reference to “1996 Commentary, Division lA, Article 6, in particular Equation C6-10 of these specifications” should read “AASHTO LRFD Bridge Design SpeclJications, 2nd Edition” Reference to “Article 8.5.4.2” should read “Article 5.8.4.2” Add missing squa
9、re root symbol to “ 4 fcb d ” so that it reads “4 b d ” Add the multiplier “1.6” so that the equation reads “ 1.6 fsu - - fs D ” (*i 1 Reference to “Article 10.38.17” for notation F, should read “Article 10.38.1.7” Reference to “Article 10.53.1.4” for notation V, should read “Article 10.53.3” 135,00
10、0,740 , 135,008,740 , should read “ In Table 10.32.1A, “ (ur) (ur) Remove the following: Cdl= dead load adjustment coefficient (Article 12.8.4.3.2)” Reference to “Article 12.8.4.3.3” for mF should read “Article 12.8.4.3.1” Reference to “Article 12.8.4.3.3” for MF, should read “Article 12.8.4.3.2” Re
11、ference to “Articles 12.3.1 and 12.3.3” for4 should read “Articles 12.3.1, 12.3.3, 12.5.3.1, 12.6.1.3, and 12.8.4.2” Reference to “Article 23.1 O-Division II” should read “Division II, Article 26.6” Three references to “Table 12.8.4D should read “Table 12.8.4B” Add “factored” in fist paragraph befor
12、e “crown and haunch dead load moments” Two references to “MDL” should read Mdi HB-17-E4 Cover Page 2 March 2005 Page No(s). p. 3551. 356 p. 3551. 356 Affected Article Article 12.8.4.3.1 Article 12.8.4.3.2 Article 12.8.4.3.2 Article 12.8.4.3.3 Article 12.8.4.33 Article 12.8.5 p. 3951. 396 Article 14.
13、6.5.2 Division IA Seismic Design p. 4671. 468 Article 7.3.1 Division II Construction p. 5091. 510 Article 6.4.3 p. 5611. 562 Article 10.10.2 p. 5791. 580 Article 11.5.6.4.3 p. 6311p. 632 Article 18.9.1 p. 6651. 666 Article 26.5.4.1 p. 6871p. 688 Article 30.1.1 The following new pages have been added
14、: p. 104.11. 104.2 Errata Change Add “x( Dead load, load factor) ” to end of Equation 12-12 Reference to “nominal” for Mdi should read “factored” Add “factored” in first paragraph before “crown and haunch live load moments” Two references to ML; should read “M,” Add parentheses around “C,K1 SAC; and
15、 “ x (Live load, load factor) ” to end of Equation 12- 13 Reference to “nominal” for Mi, should read “factored” Add “ 4 ” to beginning of Equations 12- 19 and 12-20 Delete Cd; and “Cl; from Equation 12- 19 Delete Cd; and “Cl; from Equation 12-20 Reference to “Articles 23.3.1.4” should read “Division
16、 II,” Reference to “Figure 14.6.5.2-2” should read “Figure 14.6.5.2-1” Reference to “Figure 5” should read “Figure 3.1 O” Reference to “Article 10.3.1.4.3, Anchorage Devices with Distribution Plates.” should read “Division I, Article 9.21.7.2, Bearing Strength. ” Reference to “Article 10.5.1.4” shou
17、ld read “Article 10.5.1” Reference to “718 inch” should read “718”; the last bullet should be a new paragraph, not a bullet. Reference to “Article 18.4.10” should read “Article 18.4.9” Reference to “Figure 26.5.1D should read “Figure 26.5.2D Reference to “Division I, Section 18” should read “Divisio
18、n I, Section 17” Add Figure 4.12.3.2.1-1 Location of Equivalent Footing after Duncan and Buchignami (1 976) to p. 104.1 Add the following paragraph: “As referenced in Section 4.12.3.3.7b and 4.13.2, the following figures have been reprinted from the 1993 Commentary of the 1993 Interims to the Standa
19、rd Specijications for Highway Bridges:” to p. 104.2 HB- 17-E4 Cover Page 3 March 2005 p. 104.U. 104.2 p. 104.U. 104.2 Add Figure C4.12.3.7.2-1 Uplift of Group of Closely-Spaced Piles in Cohesionless Soils to p. 104.2 Add Figure C4.12.3.7.2-2 Uplift of Group of Piles in Cohesive Soils after Tomlinson
20、 (1 987) to p. 104.2 Add Figure C4.13.3.3.4- 1 Elastic Settlement Influence Factor as a Function of Embedment Ratio and Modulus Ratio after Donald, Sloan, and Chiu, 1980, as presented by Reese and ONeill (1988) to p. 104.2 Add Figure C4.13.3.3.4-4 Bearing Capacity Coefficient, Kp after Canadian Geot
21、echnical Society (1985) to p. 104.2 Please substitute the original pages of text with the enclosed pages. We apologize for any inconvenience this may have caused. AASHTO Publications Staff HB- 17-E4 Cover Page 4 March 2005 Figures CONTENTS lxxiii Figure 3.7.6B LaneLoading . 23 Figure 3.7.7A Standard
22、 HS Trucks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .24 SECTION 4-FOUNDATIONS Figure 4.4.3A Figure 4.4.7.1.1.1 A Figure 4.4.7.1.1.1B Figure 4.4.7.1.1.1 C Figure 4.4.7.1.1.4A Figure 4.4.7.1.1.4B Figure 4.4.7.1.1.6A Figure 4.4.7.1.1.7A Figure 4.4.7.1.1.7B Figure 4.4.7.1.1.8A F
23、igure 4.4.7.2.1A Figure 4.4.7.2.3A Figure 4.4.7.2.3B Figure 4.4.7.2.3C Figure 4.4.7.2.3D Figure 4.4.8.1.1 A Figure 4.4.8.2.2A Figure 4.5.4A Figure 4.6.3A Figure 4.6.5.1.1 A Figure 4.6.5.3.1A Figure 4.6.5.5.1.1A Figure 4.6.5.5.1.1B Figure 4.6.5.5.1.2A Design Terminology for Spread Footing Foundations
24、 . . . . . . .48 Definition Sketch for Loading and Dimensions for Footings Subjected to Eccentric or Inclined Loads, Modified after EPRI (1983) . . . . . . . . . . . . . . . . . . . . . . . . . .52 Contact Pressure for Footing Loaded Eccentrically AboutOneAxis 52 Contact Pressure for Footing Loaded
25、Eccentrically About Two Axes, Modified after AREA (1980) . . . . . . . . . .53 Modified Bearing Capacity Factors for Footings on Sloping Ground, Modified after Meyerhof (1957) . . . . .54 Modified Bearing Capacity Factors for Footing Adjacent Sloping Ground, Modified after Meyerhof (1957) . . . . .
26、. . . .54 Definition Sketch for Influence of Ground Water Table on Bearing Capacity . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .55 Typical Two-Layer Soil Profiles . . . . . . . . . . . . . . . . . . . . . . . . .56 Modified Bearing Capacity Factor for Two-Layer Cohesive Soil with
27、Softer Soil Overlying Stiffer Soil, EPRI (1983) . .56 Definition Sketch for Footing Base Inclination . . . . . . . . . . . .57 Boussinesg Vertical Stress Contours for Continuous and Square Footings, Modified after Sowers (1979) . . . . . .58 Typical Consolidation Compression Curve for Overconsolidat
28、ed Soil-Void Ratio Versus Vertical Effective Stress, EPRI (1983) . . . . . . . . . . .60 Typical Consolidation Compression Curve for Overconsolidated Soil-Void Strain Versus Vertical Effective Stress . . . . . . . . . . . . . . . . . . . . . . .60 Reduction Factor to Account for Effects of Three- Di
29、mensional Consolidation Settlement, EPRI (1983) . . . . .60 Percentage of Consolidation as a Function of Time Factor, T, EPRI (1983) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .61 Allowable Contact Stress for Footings on Rock with Tight Discontinuities, Peck, et al. (1974) . . . . . .
30、 . . . . . . . . . . . . . . .62 Relationship Between Elastic Modulus and Uniaxial Compressive Strength for Intact Rock, Modified afterDeere(1968) 66 Design Terminology for Driven Pile Foundations . . . . . . . . . .7 1 Design Terminology for Drilled Shaft Foundations . . . . . . . . .8 1 Identifica
31、tion of Portions of Drilled Shafts Neglected for Estimation of Drilled Shaft Side Resistance in Cohesive Soil, Reese and ONeill (1988) . . . . . . . . . . . . . .82 Procedure for Estimating Average Unit Shear for Smooth Wall Rock-Socketed Shafts, Horvath et al. (1983) . . . . . . . .85 Load Transfer
32、 in Side Resistance Versus Settlement Drilled Shafts in Cohesive Soil, after Reese and ONeill (1988) . . 37 Load Transfer in Tip Bearing Settlement Drilled Shafts in Cohesive Soil, after Reese and ONeill (1988) . . . . . . . . .87 Load Transfer in Side Resistance Versus Settlement Drilled Shafts in
33、Cohesionless Soil, after Reese and ONeill (1988) . . . . . .88 lxxiv CONTENTS Figures Figure 4.6.5.5.1.2B Figure 4.6.5.5.2A Figure 4.6.5.5.2B Figure 4.12.3.2.1 - 1 Figure 5.2A Figure 5.2B Figure 5.2C Figure 5.5.1A Figure 5.5.2A Figure 5.5.2B Figure 5.5.2C Figure 5.5.2D Figure 5.5.5A Figure 5.6.2A Fi
34、gure 5.6.2B Figure 5.6.2C Figure 5.6.2D Figure 5.7.1A Figure 5.7.2A Figure 5.7.2B Figure 5.8.1A Figure 5.8.2A Figure 5.8.2B Figure 5.8.2C Figure 5.8.2D Figure 5.8.3A Load Transfer in Tip Bearing Versus Settlement Drilled Shafts in Cohesionless Soil, after Reese and ONeill (1988) . .88 Influence Coef
35、ficient for Elastic Settlement of Rock-Socketed Drilled Shafts, Modified after Pells and Turner (1979) . 39 Influence Coefficient for Elastic Uplift Displacement of Rock-Socketed Drilled Shafts, Modified after Pells and Turner(1979) . 89 Location of Equivalent Footing after Duncan and Buchignami (19
36、76) . 104.1 Typical Mechanically Stabilized Earth Gravity Walls .112 Typical Prefabricated Modular Gravity Walls .113 Typical Rigid Gravity, Semi-Gravity Cantilever, Nongravity Cantilever, and Anchored Walls .114 Terms Used in Design of Rigid Gravity and Semi-Gravity Retaining Walls .121 Computation
37、al Procedures for Active Earth Pressures (Coulomb Analysis) .122 Procedure to Determine Lateral Pressure Due to Point and Line Loads, Modified after Terzaghi (1954) . .123 Computational Procedures for Passive Earth Pressures for Slop- ing Wall with Horizontal Backfill (Caquot and Kerisel Analy- sis)
38、, Modified after U.S. Department of Navy (1982) . .124 Computational Procedures for Passive Earth Pressures for Ver- tical Wall with Sloping Backfill (Caquot and Kerisel Analysis), Modified after U.S. Department of Navy (1982) .125 (Coulomb Analysis) .127 Flexible Cantilevered Walls with Discrete Ve
39、rtical Wall Elements . .129 Procedures for Permanent Flexible Cantilevered Walls with Continuous Vertical Wall Elements, Modified after Teng(1962) 130 Flexible Cantilevered Walls with Discrete Vertical Wall Elements . .130 Simplified Earth Pressure Distributions for Temporary Flexible Cantilevered W
40、alls with Continuous Vertical Wall Elements, Modified after Teng (1962) . .13 1 Typical Terms Used in Flexible Anchored Wall Design . .133 Guidelines for Estimating Earth Pressure on Walls with Design Criteria for Rigid Retaining Walls, Simplified Earth Pressure Distributions for Permanent Simplifie
41、d Earth Pressure Distributions and Design Simplified Earth Pressure Distributions for Temporary Two or More Levels of Anchors Constructed from the Top Down, Modified after Terzaghi and Peck (1967) . .134 Settlement Profiles Behind Braced or Anchored Walls, Modified after Clough and ORourke (1990) .1
42、35 MSE Wall Element Dimensions Needed for Design .139 External Stability for Wall with Horizontal Backslope and Traffic Surcharge .140 External Stability for Wall with Sloping Backslope .141 External Stability for Wall with Broken Backslope .142 Overall and Compound Stability of Complex MSE WallSyst
43、ems . 143 Calculation of Vertical Stress for Bearing Capacity Calculations (for Horizontal Backslope Condition) .144 Tables CONTENTS lxxxiii SECTION 11-STEEL STRUCTURES Table 11.4.3.3.2 Minimum Cold-Bending Radii . . . . . . . . . . . . . . . . . . . . . . . .57 1 Table 11.5A Required Fastener Tensi
44、on Minimum Bolt Tension inPounds 578 Table 11.5B Nut Rotation from the Snug-Tight Condition Geometry of Outer Faces of Bolted Parts . . . . . . . . . . . . . . . . . . . . . . .579 Table 11.5C Untitled . 582 SECTION 13PAINTING Table 13.2.1 Untitled . 592 SECTION 15-CONCRETE BLOCK AND BRICK MASONRY T
45、able 15.1 Grouting Limitations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .605 SECTION 16-TIMBER STRUCTURES Table 16.1 Typical Dimensions of Timber Connectors (dimensions in inches) . . . . . . . . . . . . . . . . . . . . . . . . . . . . .608 SECTION 18BEARINGS Table 18.4.3.1-1 Ta
46、ble 18.4.5.1-1A Table 18.4.5.1-1B Table 18.4.7.1- 1 Table 18.5.1.5-1 Physical Properties of PTFE . . . . . . . . . . . . . . . . . . . . . . . . . .619 Material Tests-polychloroprene . . . . . . . . . . . . . . . . . . . . . .621 Material Tests-polyisoprene . . . . . . . . . . . . . . . . . . . . .
47、. . . .622 Physical Properties of Polyether Urethane . . . . . . . . . . . . . . .623 Fabrication Tolerances and Surface Finish Requirements . .624 SECTION 26METAL CULVERTS Table 26.4 Table 26.6 Categories of Pipe Joints . . . . . . . . . . . . . . . . . . . . . . . . . . . . .661 Minimum Cover for
48、Construction Loads (Round, Pipe-Arch, Ellipse and Underpass Shapes) . . . . . . . . . . . . . .667 SECTION 27-CONCRETE CULVERTS Table 27.5A Table 27.5B Table 27.5C Standard Embankment Installation Soils and Minimum Standard Trench Installation Soils and Minimum Equivalent USCS and AASHTO Soil Classi
49、fications Compaction Requirements . . . . . . . . . . . . . . . . . . . . . . . . .675 Compaction Requirements . . . . . . . . . . . . . . . . . . . . . . . . .676 or SIDD Soil Designations . . . . . . . . . . . . . . . . . . . . . . . . . .677 APPENDICES: A-LiveLoadTables 691 B-TruckTrainLoadings 695 C-Columns . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .696 lxxxiv CONTENTS Commentary D-Plastic Section Modulus . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
