Transcription
Larry L. “Butch” Brown, PresidentExecutive Director, Mississippi Department of TransportationJohn Horsley, Executive Director444 North Capitol Street NW, Suite 249, Washington, DC 20001(202) 624-5800 Fax: (202) 624-5806 www.transportation.orgERRATADear Customer:Due to errors found after the publication had been completed, AASHTO has reprinted the pages listed below and made thefollowing errata changes to the AASHTO LRFD Bridge Design Specifications, Fifth Edition:Affected ArticleErrata Change toContentsRevise titles of Articles 10.7.3.8, 10.7.3.12, and 10.7.7p. 10-45/p. 10-46Article 10.5.5.2.3Table 10.5.5.2.3-1: Revise rows 4, 5, 7Add table noteTable 10.5.5.2.3-1 (cont’d.): Revise rows 2, 4, 5, 6Delete Table 10.5.5.2.3-2p. 10-47/p. 10-48Article 10.5.5.2.3Delete Table 10.5.5.2.3-3Article 10.5.5.2.4Paragraph 2: Revise sentence 1Paragraph 3: Revise sentence 1Article C10.5.5.2.4Add new paragraph 2Paragraph 3 (was paragraph 2): Delete sentences 1 and 2Paragraph 3 (was paragraph 2): Revise sentences 3 and 4Paragraph 3 (was paragraph 2): Delete rest of paragraph 3Paragraph 4 (was paragraph 3): Revise sentences 1, 3, and 4Old paragraph 5: Delete entirely, including Steps 1–3Article C10.5.5.2.4Paragraph 7 (was paragraph 9): Delete sentences 4, 6, and 8Paragraph 7 (was paragraph 9): Revise sentence 7Paragraph 7 (was paragraph 9): Add sentence to end of paragraph 7Paragraph 8 (was paragraph 10): Revise sentence 1Page No(s).Front Matterp. iii/p. ivSection 10—Foundationsp. 10-49/p. 10-50LRFDUS-5-E1June 2010 2010 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.
Page No(s).Affected ArticleErrata Change top. 10-49/p. 10-50Article 10.5.2.2.4Table 10.5.2.2.4-1: Revise row 17p. 10-81/p. 10-82Article 10.7.1.1Revise paragraph 1 (only one sentence)Revise bullets 2, 4, and 5p. 10-83/10-84Article C10.7.1.3Revise paragraph 2 (only one sentence)Article 10.7.1.4Revise Sentences 1 and 2 (only one paragraph)Article C10.7.1.4Paragraph 1: Revise sentences 2 and 3Revise paragraph 2 (only one sentence)Article 10.7.1.5Revise bullets 1, 3, and 7Article 10.7.1.6.2Revise paragraph 1 (only one sentence)Paragraph 3: Revise sentence 2Revise paragraph 4 (only one sentence)Article C10.7.1.6.2Paragraph 2: Revise sentence 2Revise paragraph 4 (only one sentence)Article C10.7.1.6.4Revise sentences 1 and 2 (only one paragraph)Article C10.7.2.3.1Article 10.7.2.3.1Revise paragraph 2 (only one sentence)Revise paragraph 3 (only one sentence)Table 10.7.2.3.1-1: Revise captionArticle 10.7.2.4Paragraph 2: Revise sentence 2Article C10.7.2.4Paragraph 1: Revise sentence 1Paragraph 2: Revise sentences 2 and 4Paragraph 4: Revise sentence 1Article 10.7.2.4Table 10.7.2.4-1: Revise caption and row 2Paragraph 7: Revise sentence 2Article C10.7.2.4Paragraph 7: Revise sentence 1Paragraph 8: Revise sentences 1 and 2Article 10.7.2.5Paragraph 1: Revise sentences 1 and 3Article C10.7.2.5Revise paragraph 1 (only one sentence)Paragraph 2: Revise sentences 1-4Article C10.7.2.6Revise (only one paragraph, one sentence)Article 10.7.3.1Revise bullet 2Article C10.7.3.1Paragraph 1: Revise sentence 1Article 10.7.3.1Revise bullet 6Article C10.7.3.1Paragraph 1: Revise sentence 3Article 10.7.3.2.1Revise (only one paragraph, one sentence)Article C10.7.3.2.1Paragraph 2: Add new sentence 2Article 10.7.3.2.2Revise (only one paragraph, one sentence)Article 10.7.3.2.3Revise sentences 2 and 4 (only one paragraph)p. 10-85/p. 10-86p. 10-87/p. 10-88p. 10-89/p. 10-90p. 10-91/p. 10-92LRFDUS-5-E1Cover Page 2 2010 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.June 2010
Page No(s).Affected ArticleErrata Change top. 10-91/p. 10-92Article C10.7.3.2.3Paragraph 2: Revise sentences 1–3Revise bullets 1–4Revise paragraph 3 (only one sentence)Article 10.7.3.3Revise sentences 1–3Article C10.7.3.3Paragraph 1: Revise sentence 1 and add new sentences 2 and 3Paragraph 2: Add new sentence 1 and revise sentence 2 (wassentence 1)Paragraph 3: Revise sentence 2 and add new sentence 3Paragraph 4: Revise sentence 1Article C10.7.3.3Paragraph 5: Add new sentence 3Add new paragraph 7Article C10.7.3.4.1Revise paragraph 1 (only one sentence)Paragraph 2: Revise sentence 1Article C10.7.3.4.2Revise sentence 3 (only one paragraph)Article C10.7.3.4.3Paragraph 3: Revise sentences 1 and 2Revise paragraph 4 (only one sentence)Article C10.7.3.4.3Add new paragraphs 5 and 6Article C10.7.3.5Paragraph 1: Revise sentence 1Paragraph 2: Revise sentence 2Add new paragraph 3Article 10.7.3.6Paragraph 1: Revise sentence 1Add new paragraph 2Article C10.7.3.6Delete paragraph 1Paragraph 2: Revise sentences 1–3Paragraph 3: Revise sentence 3Revise paragraph 5 (only one sentence)Article 10.7.3.7Paragraph 1: Revise sentence 2Revise paragraph 2 (only one sentence)Article C10.7.3.7Revise paragraph 1 (only one sentence)Paragraph 2: Revise sentences 1 and 2Where list: Revise items 1 and 5Revise paragraph 5 (only one sentence)Article 10.7.3.8Revise article titleArticle 10.7.3.8.1Paragraph 1: Revise sentences 1–4Article C10.7.3.8.1Paragraph 1: Revise sentence 2Add new paragraphs 2 and 3Article 10.7.3.8.2Paragraph 1: Revise sentences 1 and 2Revise paragraph 2 (only one sentence)Revise bullet 3Article C10.7.3.8.2Paragraph 1: Revise sentences 1 and 3Paragraph 1: Add new sentence 4Paragraph 2: Revise sentences 1 and 4p. 10-93/p. 10-94p. 10-95/p. 10-96p. 10-97/p. 10-98LRFDUS-5-E1Cover Page 3 2010 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.June 2010
Page No(s).Affected ArticleErrata Change top. 10-97/p. 10-98Article C10.7.3.8.2Revise paragraph 3 (only one sentence)Delete paragraph 4Article C10.7.3.8.3Paragraph 1: Delete sentence 2Article 10.7.3.8.3Paragraph 1: Revise sentence 3Article C10.7.3.8.3Paragraph 1: Revise sentence 2 (was sentence 3)Article 10.7.3.8.4Paragraph 1: Revise sentences 1 and 2Add new paragraph 2Paragraph 3 (was 2): Revise sentence 1Delete old paragraph 3Article C10.7.3.8.4Paragraph 1: Revise sentence 1Paragraph 1: Add new sentence 2Paragraph 1: Revise sentences 3 and 4 (were sentences 2 and 3)Delete paragraphs 2 and 3Add new paragraphs 2 and 3Article 10.7.3.8.5Where list after Eq. 10.7.3.8.5-1: Revise items 1 and 2Where list after Eq. 10.7.3.8.5-2: Revise item 2Article C10.7.3.8.5Add new paragraph 1Paragraph 2 (was paragraph 1): Revise sentences 2 and 3Paragraph 3 (was paragraph 2): Revise sentences 1, 3, and 4Paragraph 4 (was paragraph 3): Replace entire paragraph withnew sentences 1 and 2Delete old paragraph 4Article C10.7.3.8.5Paragraph 5: Revise sentence 1Article 10.7.3.8.6aParagraph 1: Revise sentence 2Paragraph 2: Revise sentence 2Article C10.7.3.8.6aParagraph 1: Revise sentence 1Article 10.7.3.8.6bParagraph 1: Revise sentence 2Article 10.7.3.8.6cParagraph 1: Revise sentence 1Article C10.7.3.8.6cParagraph 1: Revise sentence 2Article 10.7.3.8.6dParagraph 1: Revise sentence 1Article 10.7.3.8.6eWhere list: Revise itemArticle C10.7.3.8.6fParagraph 1: Revise sentence 1Article 10.7.3.8.6fFigure 10.7.3.8.6f-1: Revise captionp. 10-107/p. 10-108Article 10.7.3.8.6fFigure 10.7.3.8.6f-2: Revise captionFigure 10.7.3.8.6f-3: Revise captionFigure 10.7.3.8.6f-4: Revise captionFigure 10.7.3.8.6f-5: Revise captionp. 10-109/p. 10-110Article 10.7.3.8.6fFigure 10.7.3.8.6f-6: Revise captionFigure 10.7.3.8.6f-7: Revise captionp. 10-99/p. 10-100p. 10-101/p. 10-102p. 10-103/p. 10-104p. 10-105/p. 10-106LRFDUS-5-E1Cover Page 4 2010 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.June 2010
Page No(s).Affected ArticleErrata Change top. 10-109/p. 10-110Article 10.7.3.8.6fFigure 10.7.3.8.6f-8: Revise captionFigure 10.7.3.8.6f-9: Revise captionArticle C10.7.3.8.6gParagraph 1: Revise sentence 2Article 10.7.3.8.6gRevise paragraph 3 (only one sentence)Where list after Eq. 10.7.3.8.6g-3: Revise item 1Revise paragraph 5 (only one sentence)Article C10.7.3.8.6gRevise bullet 2p. 10-113/p. 10-114Article 10.7.3.8.6gArticle 10.7.3.9Table 10.7.3.8.6g-2: Revise captionRevise paragraph 1 (only one sentence)Revise paragraph 2 (only one sentence)Revise paragraph 3 (only one sentence)p. 10-115/p. 10-116Article 10.7.3.9Paragraph 5: Revise sentence 1Article 10.7.3.10Revise paragraph 2 (only one sentence)Paragraph 3: Revise sentence 1Paragraph 3: Add new sentence 3Paragraph 4: Revise sentences 1 and 2Article C10.7.3.10Paragraph 2: Revise sentences 1 and 2Revise paragraph 2 (only one sentence)Add new paragraph 4Article 10.7.3.11Revise paragraph 3 (only one sentence)Revise paragraph 6 (only one sentence)Revise paragraph 7 (only one sentence)Article 10.7.3.12Revise article titleParagraph 1: Revise sentences 1 and 2Paragraph 2: Revise sentences 1 and 5Article C10.7.3.12Paragraph 1: Revise sentence 1Article C10.7.3.12Paragraph 5: Revise sentence 1Article 10.7.3.13.1Paragraph 1: Revise sentence 1Article C10.7.3.13.1Paragraph 2: Revise sentences 1 and 3Article 10.7.3.13.4Delete paragraph 3, bullets 1 and 2, Eqs. C10.7.3.13.4-1 andC10.7.3.13.4-2, and where listArticle C10.7.3.13.4Add new paragraph 1, bullets 1 and 2, Eqs. C10.7.3.13.4-1 andC10.7.3.13.4-2, and where listRevise paragraph 2 (was paragraph 1; only one sentence)Paragraph 3 (was paragraph 1): Revise sentence 1Article 10.7.4Paragraph 2: Revise sentence 2Article C10.7.5Revise paragraph 13 (only one sentence)Article 10.7.6Revise paragraph 1 (only one sentence)Revise bullets 3–6p. 10-111/p. 10-112p. 10-117/p. 10-118p. 10-119/p. 10-120p. 10-121/p. 10-122LRFDUS-5-E1Cover Page 5 2010 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.June 2010
Page No(s).Affected ArticleErrata Change top. 10-123/p. 10-124Article 10.7.6Revise bullet 7Paragraph 2: Revise sentence 1Article 10.7.7Revise article titleRevise paragraph 1 (only one sentence)Revise bullets 1–5Article 10.7.8Where list after Eq. 10.7.8-1: Revise item 1Article C10.7.8Paragraph 3: Revise sentences 1 and 4Paragraph 4: Revise sentences 1–3Article 10.7.8Delete paragraph 2Article 10.7.9Revise article titleParagraph 1: Revise sentences 1 and 2Paragraph 2: Revise sentence 1Paragraph 2: Delete sentence 2Article C10.7.9Revise sentences 1 and 2 (only one paragraph)Article 10.10Add Allen (2007)Revise Hannigan et al. (2006)p. 10-125/p. 10-126P 10-159/p. 10-160Please substitute the original pages of text with the enclosed pages, which will remain clearly distinguishable aserrata pages once they have been inserted due to the large errata page header.Please note that there are some unusual page breaks in the errata. This was intentional in order to expeditecorrection of Section 10 in the downloadable version of the book.We apologize for any inconvenience this may have caused.AASHTO Publications StaffLRFDUS-5-E1Cover Page 6 2010 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.June 2010
LRFDUS-5-E1: June 2010 ErrataTABLE OF CONTENTS10-iii10.7.2.3.2—Pile Groups in Cohesive Soil . 10-8710.7.2.4—Horizontal Pile Foundation Movement . 10-8810.7.2.5—Settlement Due to Downdrag . 10-9010.7.2.6—Lateral Squeeze. 10-9010.7.3—Strength Limit State Design . 10-9010.7.3.1—General. 10-9010.7.3.2—Point Bearing Piles on Rock . 10-9110.7.3.2.1—General . 10-9110.7.3.2.2—Piles Driven to Soft Rock . 10-9110.7.3.2.3—Piles Driven to Hard Rock . 10-9110.7.3.3—Pile Length Estimates for Contract Documents . 10-9210.7.3.4—Nominal Axial Resistance Change after Pile Driving. 10-9410.7.3.4.1—General . 10-9410.7.3.4.2—Relaxation . 10-9410.7.3.4.3—Setup . 10-9410.7.3.5—Groundwater Effects and Buoyancy . 10-9510.7.3.6—Scour . 10-9510.7.3.7—Downdrag . 10-9610.7.3.8—Determination of Nominal Bearing Resistance for Piles . 10-9710.7.3.8.1—General . 10-9710.7.3.8.2—Static Load Test . 10-9810.7.3.8.3—Dynamic Testing. 10-9810.7.3.8.4—Wave Equation Analysis. 10-9910.7.3.8.5—Dynamic Formula . 10-10010.7.3.8.6—Static Analysis . 10-10110.7.3.8.6a—General. 10-10110.7.3.8.6b— -Method . 10-10210.7.3.8.6c— -Method . 10-10310.7.3.8.6d— -Method . 10-10410.7.3.8.6e—Tip Resistance in Cohesive Soils . 10-10510.7.3.8.6f—Nordlund/Thurman Method in Cohesionless Soils . 10-10510.7.3.8.6g—Using SPT or CPT in Cohesionless Soils . 10-11010.7.3.9—Resistance of Pile Groups in Compression . 10-11410.7.3.10—Uplift Resistance of Single Piles. 10-11610.7.3.11—Uplift Resistance of Pile Groups. 10-11610.7.3.12—Nominal Lateral Resistance of Pile Foundations . 10-11810.7.3.13—Pile Structural Resistance . 10-11910.7.3.13.1—Steel Piles . 10-11910.7.3.13.2—Concrete Piles . 10-11910.7.3.13.3—Timber Piles. 10-12010.7.3.13.4—Buckling and Lateral Stability . 10-12010.7.4—Extreme Event Limit State . 10-12010.7.5—Corrosion and Deterioration . 10-12110.7.6—Determination of Minimum Pile Penetration . 10-12210.7.7—Determination of Rndr Used to Establish Contract Driving Criteria for NominalBearing Resistance. 10-12310.7.8—Drivability Analysis . 10-12310.7.9—Probe Piles . 10-12510.8—DRILLED SHAFTS. 10-12510.8.1—General . 10-12510.8.1.1—Scope . 10-12510.8.1.2—Shaft Spacing, Clearance, and Embedment into Cap . 10-12610.8.1.3—Shaft Diameter and Enlarged Bases . 10-12610.8.1.4—Battered Shafts . 10-12610.8.1.5—Drilled Shaft Resistance. 10-12710.8.1.6—Determination of Shaft Loads . 10-12810.8.1.6.1—General . 10-128 2010 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.
LRFDUS-5-E1: June 2010 Errata10-ivAASHTO LRFD BRIDGE DESIGN SPECIFICATIONS10.8.1.6.2—Downdrag . 10-12810.8.1.6.3—Uplift . 10-12810.8.2—Service Limit State Design. 10-12810.8.2.1—Tolerable Movements . 10-12810.8.2.2—Settlement . 10-12810.8.2.2.1—General . 10-12810.8.2.2.2—Settlement of Single-Drilled Shaft . 10-12910.8.2.2.3—Intermediate Geo Materials (IGMs) . 10-13110.8.2.2.4—Group Settlement . 10-13210.8.2.3—Horizontal Movement of Shafts and Shaft Groups . 10-13210.8.2.4—Settlement Due to Downdrag . 10-13210.8.2.5—Lateral Squeeze . 10-13210.8.3—Strength Limit State Design . 10-13210.8.3.1—General . 10-13210.8.3.2—Groundwater Table and Buoyancy. 10-13210.8.3.3—Scour . 10-13210.8.3.4—Downdrag. 10-13210.8.3.5—Nominal Axial Compression Resistance of Single Drilled Shafts . 10-13310.8.3.5.1—Estimation of Drilled Shaft Resistance in Cohesive Soils . 10-13310.8.3.5.1a—General . 10-13310.8.3.5.1b—Side Resistance . 10-13410.8.3.5.1c—Tip Resistance . 10-13510.8.3.5.2—Estimation of Drilled Shaft Resistance in Cohesionless Soils . 10-13610.8.3.5.2a—General . 10-13610.8.3.5.2b—Side Resistance . 10-13610.8.3.5.2c—Tip Resistance . 10-13710.8.3.5.3—Shafts in Strong Soil Overlying Weaker Compressible Soil . 10-13810.8.3.5.4—Estimation of Drilled Shaft Resistance in Rock . 10-13810.8.3.5.4a—General . 10-13810.8.3.5.4b—Side Resistance . 10-13910.8.3.5.4c—Tip Resistance . 10-14010.8.3.5.4d—Combined Side and Tip Resistance . 10-14010.8.3.5.5—Estimation of Drilled Shaft Resistance in Intermediate Geo Materials (IGMs). 10-14110.8.3.5.6—Shaft Load Test . 10-14110.8.3.6—Shaft Group Resistance . 10-14210.8.3.6.1—General . 10-14210.8.3.6.2—Cohesive Soil . 10-14210.8.3.6.3—Cohesionless Soil . 10-14310.8.3.6.4—Shaft Groups in Strong Soil Overlying Weak Soil . 10-14310.8.3.7—Uplift Resistance . 10-14310.8.3.7.1—General . 10-14310.8.3.7.2—Uplift Resistance of Single Drilled Shaft . 10-14310.8.3.7.3—Group Uplift Resistance . 10-14410.8.3.7.4—Uplift Load Test . 10-14410.8.3.8—Nominal Horizontal Resistance of Shaft and Shaft Groups . 10-14410.8.3.9—Shaft Structural Resistance . 10-14510.8.3.9.1—General . 10-14510.8.3.9.2—Buckling and Lateral Stability . 10-14510.8.3.9.3—Reinforcement . 10-14510.8.3.9.4—Transverse Reinforcement . 10-14510.8.3.9.5—Concrete . 10-14610.8.3.9.6—Reinforcement into Superstructure . 10-14610.8.3.9.7—Enlarged Bases . 10-14610.8.4—Extreme Event Limit State . 10-14610.9—MICROPILES . 10-14610.9.1—General . 10-14610.9.1.1—Scope . 10-14710.9.1.2—Minimum Micropile Spacing, Clearance, and Embedment into Cap . 10-147 2010 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.
LRFDUS-5-E1: June 2010 ErrataTABLE OF CONTENTS10-v10.9.1.3—Micropiles through Embankment Fill . 10-14710.9.1.4—Battered Micropiles . 10-14710.9.1.5—Micropile Design Requirements . 10-14810.9.1.6—Determination of Micropile Loads. 10-14810.9.1.6.1—Downdrag . 10-14810.9.1.6.2—Uplift Due to Expansive Soils . 10-14810.9.1.6.3—Nearby Structures . 10-14810.9.2—Service Limit State Design . 10-14810.9.2.1—General. 10-14810.9.2.2—Tolerable Movements . 10-14810.9.2.3—Settlement . 10-14910.9.2.3.1—Micropile Groups in Cohesive Soil . 10-14910.9.2.3.2—Micropile Groups in Cohesionless Soil . 10-14910.9.2.4—Horizontal Micropile Foundation Movement . 10-14910.9.2.5—Settlement Due to Downdrag .
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 AASHTO LRFD Bridge Design Specifications, Fifth Edition: Page No(s). Affected Article Errata Change to Front Matter
