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Appendix 4.2.5Amendment No* V-l/92 (Jan*)Temperature difference T for various surfacing depthsThe values of T given in Figure 4.2.2 are for 40 con surfacingdepths for Groups 1 and 2 and 100 mm surfacing depths for Groups3 and 4. For other depths of surfacing, the values given In thefollowing tables may be used.Values of T for groups 1 and 2 Values of T for group 4Surfacingthicknessmmunsurfaced2040Positive temperaturedifferenceT,*c393633T a*c212019T,*C8121!T
DESIGN OP STEEL BRIDGES(November, 1983)4*3*1 General^Steel highway structures and railway bridgesshould be designed in accordance with the requirementsof BS 5400 : Part 3 Code of Practice for Design ofSteel Bridges in so far as its recommendations areapplicable to Bong Kong conditions*5br conditions peculiar to 'Song Kong, therecommendations of this Chapter, or other appropriatecriteria t should be followed®4*3*2 ..êfi^y^4*3*3Structural steelwork should be fabricated anderected by specialist contractors in the "Structural Steelwork"category of the Lands and Works List of Suppliers and SpecialistContractors for Materials and Works. The specialist contractorscurrently listed are given at Appendix 4*3*Specialist contractors may be employed either asmain contractors for projects consisting predominantlyof structural steelwork, or as sub-contractors to maincontractors for projects with a structural steel content*Main contractors engaged on projects involvingstructural steelwork should either themselves beregistered as specialist contractors in the "StructuralSteelwork" category, or should be required to engage oneof the specialist contractors registered in this category,in the manner described in Volume II Chapter 5 Appendix 5for prestressed concrete, to carry out the structural steelwork*Welding of structural steelwork should be subjectto nondestructive testing in the form of radiographic orultrasonic inspection and interpret at ion* Specialiststructural steelwork contractors should "be required toarrange for all structurally important welds to be subjectedto nonr-destructive testing by a testing specialist in theappropriate sub-category of the "Specialized MaintenanceOperations for Highway Structures" category of the Landsand Works List,
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UNIVERSITY OF HONG KONGLIBRARYHong
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NOTESThe Civil Engineering Manual o
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CONTSUTSClauseNo,TitleClans®No*Tit
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ALPHABETICAL INDEXTitleClause No.AA
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TitleClause No.GeneralGeneralGenera
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TitleClause No.PERMITS AND SHORT-TE
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TitleClause No.Safety Fences, Pedes
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¥.1*1.2 (Cont'd.)(July 7?)Item 7 s
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V.1.1.4 (Cont'd.)(July 7?)Item 22It
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Y*1*1*7 (Cont'd*)(July 77)If releva
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(July 77)££S2£§S£i^(a)This pro
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7«1*2«1 (Cont f d*(July 77)P*G«B
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(July 7?)acquire land for street wi
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V.1.2,3 (Cont'd.)(July ?7)(ii) By n
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(July 77)1 *41*4*1OHThese instructi
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(July 77)1.4.31 *4*4 FinanceMonthly
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,1«5.1 (Cont'd*)Fuly 77)(d)(vii) W
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V.1.6(July 77)1>6 KefersiacesReleva
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Appendix 1 - p«2(July 77)Pliase I
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V.1Appendix 1 - p*4(July 77)Phase I
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V. 1Appendix 1 - p*6(July 77)Phase
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V.1Appendix 1 - p.8(July 77)NotesSu
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V.1Appendix 1(July 77) - p*1QPART I
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1* PresentationHighways Office* P+V
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v.rAppendix 2 - p*3(July 77)3*7 Dgg
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Y.1Appendix 2 - p*5(July 7?)(v) des
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1* PresentationV.1Appendix 5 w P*1(
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V.1Appendix 5 -(July ?7)(b)(c)(d)lo
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V.1Appendix 4 - P»2(July 77)Schedu
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The amendment is direct conversion
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Name ofRoad/StreetApprovedDrawingBa
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The amendment is direct conversion
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JName of j ApprovedRoad/Street j Dr
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List of Roads Affeoted by Road Wide
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V.1 'Appendix 6(July 77)Prom s Chie
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Appendix 8(July 11}M'E M 0From s C.
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7.1Appendix 10(July 77)MEMOFrom $ C
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7.1Appendix 12(jtdy 77)MEMOFrom i C
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Appendix 14(July 77)Prom s D*L»Ref
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Appendix 16(July 7?)MEMOi Registrar
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V.1Appendix 1? - p«2(July 77)I? Ex
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Highways () DivisionWORKS CONTINGEN
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V.1Appendix 20(juLy 77)CHECK LIST -
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V.1Appendix 21 - p»2(July 77)FOE O
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7.1Appendix 22 - p.2(July 77)21. G.
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H.H.4.3V.1Appendix 24(July 77)Our R
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H.H.Appendix 26(July 77)HIGHWAYS (H
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V.2.2.1(July 77)2*2 PROCEDURE2 * 2
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(July 11}2.5 PRIVATEForms FGForms F
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?*2«3*1 (Cont f d«)(July 77)Appen
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?« 2.3*3 (Cont s d)(July 7?)Only o
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(July 7?)2«4 GQj^MEKT PROJECTS2«4
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Amendnent Sheet Ko» 7Formation Req
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V.2Appendix 1 - p.2(July 77)FOR ADV
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V.2Appendix 2 - p*2(July 77Îtem Ho
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Appendix 3 ~ P*1(July 7?)Notes on F
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¥.2Appendix 5 - P»3(July 77)(* in
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V.2Appendix 4 ~ p*2(July 77)3* To e
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7*2Appendix 6(July 77)Land Developm
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Appendix 7 - P*2(July 77)Land DeTel
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V.2Appendix 7 «• P*4(July 7?)Lan
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Appendix 8 — p*2(July 77)Land Dev
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¥.2Appendix 9(July 77)Authorized A
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Y.2Appendix 11(July 77)Form BProm s
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¥.3.1(July 77)CHAPTER 3MAINTEMAIGE
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(Aug* 78)3*1*2 GeneralAmentoent She
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(Aug* 78)3*1*^ Surveys3«1*5 Inspec
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(Aug. 78)3*2*4 ôcediire^^ for Work
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V.3.2.7(AUK. 78)3*2.7 Correspondenc
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¥.3.4(July 77)3*4 BUS TERMINI AID
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V.3.6(July 77)3.6 TRAFFIC AIDS3.6.1
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77)3-6.4 PrpcdurC. for T., is the a
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V.3*6*7(July 773*6,7 J?l!iMI§,4]^^
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(July 77)3.8 CI^£gANCE .........OF
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77)3«8« l * Obetructigns ........
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.3*9«2 (Cont'd.)(ill) He should ad
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V.3.10.4(July 77)3*10«4 Bailey...
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¥,3.12(July 7?)3«12 MAIHTENANCE O
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¥.3*12.2 (Cont'd.)(July 77)(e) Roa
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3J4DAKGEROTJS BOULDERS(July 77)As a
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(July 77)3« '6 MAINTENANCE OF CEME
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Appendix 1 - p»2(July 77)RemarksRe
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PointV.3Appendix 2 - p.2(July 77)Lo
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V.3Appendix 3 - P«2(July 11}Remark
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Appendix 4 ~ P*2(July 77)RemarksRec
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Appendix 5 ~ P«2(July 77)ftecommen
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V.3Appendix 6 - p.2(July 77)ROAD AN
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¥.3Appendix 7 ~P»1(July 77)Gentle
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Appendix 8(July 7?)R@f * Highways (
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HIGHWAYS OFFICEAppendix 10(July 77)
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¥.3Appendix 12(July 77)REGISTERED
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EnactmentRoad Traffic OrdinanceS.15
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Enactment Subject Authority Delegat
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SIGNS JSP MABKDjaS ~ M INSPECTION R
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OA&os&~Whltc paperIE* -paper— (Re
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Appendix 19 - p«2(July 77)18. The
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7.3Appendix 1977)* »*!»8B««2a±
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Duplicate—re/tow paper—{Retaine
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CIVIL ENGINEERING MANUALVOLUME V RO
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Amendment No. V-l/92 (Jan.)CHAPTER
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4.4.2.5 Creep of concreteAmendment
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Amendment No. V-l/89 (Feb.)4.12.10
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Amendment No. V-l/89 (Feb.)4.15.6 R
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Amendment No. V-l/89 (Feb)4.17.1 Ae
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Amendment No. V-l/92 (Jan.)APPENDIC
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V.4.1Amendment No. V-l/89 (Feb.)CHA
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V.4.2Amendment No. V-l/91 (Jan.)4.2
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V.4.2.2Amendment No. V-l/91 (Jan.)4
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Amendments No. V-2/84 (March)TABLE
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V.4.2.3.3Amendment No. V-l/92 (Jan.
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Table 4.2.4a Drag Coefficient CD fo
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V.4.2.4Amendment No. V-l/92 (Jan.)4
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V.4.2.4.3.1Amendment No. V-l/92 (Ja
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GROUP2TYPE OF CONSTRUCTIONSTEEL DEC
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V.4Appendix 4.2.1 — p. 2(November
Page 232 and 233: V.4Appendix 4 . 2 . 2 : - p . 2Amen
Page 234 and 235: V.4r , Appendix 4 . 2 . 2 - p . 4 ,
Page 236 and 237: V.4Appendix 4.2.3 — p. 2Amendment
Page 238 and 239: V.4Appendix 4.2.3 - p. 4Amendment N
Page 240 and 241: V.4Appendix 4.2.4 - p. 2Amendment N
Page 242 and 243: V.4Appendix 4.2.4- p\ 4Amendment No
Page 244 and 245: V.4.2.6 (Cont'd)(Noveitiber / 1983)
Page 246 and 247: V.4.2.10Amendment No. V-l/91 . (Jan
Page 248 and 249: (1) HB vehicle within one notional
Page 250 and 251: V.4.2.10.2Amendment No. V-l/91 (Jan
Page 252 and 253: Amendment No. V-l/91 (Jan.)LoadedLe
Page 254 and 255: V.4.2.12.3(November, 1983)4.2.12.3
Page 256 and 257: 7.4.1.2(November, 1983)Highway stru
Page 258 and 259: V.4.2.2Amendments ITo d V-3/854»2
Page 260 and 261: Amendments !To» V-3/85 (July)4« 2
Page 262 and 263: DIFFERENCEFROM MEAN VOIDTEMPERATURE
Page 264 and 265: V, 4*2*4*3(!fevember f 1983)4*2®4
Page 266 and 267: TABLE A 9 64.^.0SDBPACE TEMPERATURE
Page 268 and 269: 4«2«6f 1983)Although the risk of
Page 270 and 271: 4-2.7V.4.2.7(November, 1983)4.2.7.1
Page 272 and 273: 7*4*2*8(Nbvember f 1983)Pedestrian
Page 274 and 275: 4*2«12«3V*4»2*12*3(November, 198
Page 276 and 277: V.4Appendix 4«2«1 - p*(Bovember,
Page 278 and 279: V.4Appendix 4,2.2 - p.2(Kbvember, 1
Page 280 and 281: V.42, COLUMNS Appendix 4*2*2 - p*4(
Page 284 and 285: V.4Appendix 4-3Amendments No* V-2/8
Page 286 and 287: TABLE 4.4.1CONDITIONS OF EXPOSURECO
Page 288 and 289: TABLE 4.4.2Characteristicstrength a
Page 290 and 291: 4*4*2*4 Shrinkage(Ifevember, 1983)S
Page 292 and 293: 3)oc;om•Hmm ajo mo mo(AXm mTIID o
Page 294 and 295: 4«4«2*6 Coefficient of thermal ex
Page 296 and 297: ¥.4.4*4M A * n x 4 (November, 1983
Page 298 and 299: Y*4*4*4*3 (Qont'd)(November, 1983)T
Page 300 and 301: Appendix &.4.1-P21000800VDO600o»0u
Page 302 and 303: TABLE 4.4.3CHEEP INVESTIGATIONDetai
Page 304 and 305: Appendix 4.4.2-P37 10 20 50 100 200
Page 306 and 307: 7*4POST-TENSIONING SYST3MSAppendix
Page 308 and 309: 4.9 BBABINGS (November, 1983)4*9*1
Page 310 and 311: TABLE *f.9.1ROTATIONCLASSCLASSIFICA
Page 312 and 313: AppemSix 4.9.2SCHEDULE OF BEARINGSn
Page 314 and 315: 4*10 FATIGUE(November, 1983)The rec
Page 316 and 317: «(Hbveniber, 1983)4« 11 ® 6 Psî
Page 318 and 319: (Sbvember, 1983)Experience has show
Page 320 and 321: vvSHRINKAGE, CREEP ANDPRESTRESSTHER
Page 322 and 323: V«4*11*2 (Cont'd)(November, 1983)A
Page 324 and 325: W.R. Gr a ce (HK) Ltd.CCL Systems P
Page 326 and 327: Byckerhoff and Widmann AG(Bymdag Sy
Page 328 and 329: Franki PSC LtdVfong Pa & Company Lt
Page 330 and 331: V4.12Amendment No. 7-4/85 (Sept*).4
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V4.12Amendment l N Io« ¥-4/85 (Se
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7,4*12*11*1 (Cont'd)mu • • *.
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V*4*13(November, 1983)4*13 TOUNDATI
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4* 13» 5 JteiJIJPULJfeiSlfiLM M iB
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7.4.13.6.2 (Cont'd)(November, 1983)
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lPARTICLE ! SIZE mm//^7f""""1"Tl>oo
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1»3 Overturning2» Piledv.4Appendi
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Y.4*14(November, 1983)4*14 HEADBOOM
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4,14«3 fempjeqsat;Lop, fo r. verti
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4.15 PARAPETSV.4.15(November, 1983)
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4*15«4 BesignV.4«15*4(ifovember,
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V.4«15*5*5 (Cbnt'd)(November, 1983
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4«15«6 Reinfproed i .£onoret e
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4*15.12 Sight ,digtanoea7.4*15.12(N
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TABLESTRENGTH OF BKEMFDJRCED CONCRE
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TABLE 4«15«6DIMENSIONS FOR GBDUP
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•orL^BBranMaanaI,_1 'iAODININGEDF
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15CLFOOTWAYTOP SHAPED TOCOMPLY WITH
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7*4Appendix 4*15*2 - p«1(November,
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¥.4Appendix 4«15*2 - p*34* Vehicl
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4.16 STOKMWATER DRAINAGE7.4.16(Nove
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?.4»l6«2*2(Cont*d)(November, 1983
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¥.4*16*4(Jfovember* 1983)vf' yCity
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V.4.17.2Amendments No. V-2/85 (July
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Amendments No. V-2/85 ( July )FIGUR
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a,FIGURE 4,17.5DIMENSIONS GOVERNING
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Amendments No. V-2/85 (July)Texture
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Amtndmtnis No. V-2/85 ( July)GOOD®
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Amtndmtnt* No. V-2/851 July)EXCESSI
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FIGURE 4.17.13 VISUAL INSTABILITY T
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Amendments No. V - 2 / 85 (July )SU
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¥.4*19*4.7(November^ 983)4.7 Blanc
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12* Clause 4*13*3V.4*19*12(November
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17« Clause 4.15*6V*4*19*17(Kbvembe
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Page 404 and 405:
RHYTHMFIGURE 4.1Z17RHYMERHYTHM AND
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V. 4.17.12Amendments No. V-2/85 (Ju
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Amendments No. V-2/85 { July)FIGURE
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V.4Appendix 4.17.1 - p.lAmendments
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V.4Appendix 4.17.1 - p.3Amendments
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4,18 OPERATIONAL CONSIDERATIONSV*4
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4«18*3«2 Maintenance accommodatio
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v.5.1(July 77)CHAPTER 5MINOR WORKS(
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(July*??)5*5 PHEPARATION OF, MINOR
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Highways""""C ) ""DivisionCheck Lis
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Name of Soad sLocation :Sub j ect1*
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(July 77)6.1 ROAD RECORDS6*1.1 Proc
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NAME OF ROAD:—STATUSLOCATIONAPPRO
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V.6Appendix 3(July -??)Road Records
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V.7.2(July, 77)7.2 DESIGN PRINCIPLE
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?*7«2,3(Cont f d)(July, 11}Because
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V*7.2.6(Cont*d)(July, 77)Suitable s
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Ew«*•*1235678TypeofroadCDFeeder6
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.* x(July 77)7.3 DESIGN DETAILS7*3*
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(July 77)provided with a cap at the
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(Jialy 77)7.3* 1 * Edge detailsPave
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(Jialy 77)gully gratings. Because i
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¥.7.5*5(Deo.* 83)- ''"gully gratin
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Ref. : ( ) in E.G. 4/3/2? Highways
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PART BAdditional Requirements to Se
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- 5designed accordingly, rather tha
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FIG. 7.3.6.2GULLY-325 GRATINGFLEXIB
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"FfG. 7. 3.6.4 'UNTRAPPED GULLY{ WI
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a — ooDOUBLE GULLIES ATLOW POINTS
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Figure g. 7.2Relation,, between cum
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Cumulative number of commercial veh
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»uwauy200too1BMMK mmtm lillll T*
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awu200I II ,.„i MMOn strong subgr
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Weight of reinforcement CKg/irr)oOO
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Figure T. 7.12 Gully with opening g
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"I _1NOT.E : All D!MEf4SIQNS IN MIL
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STAHOA.
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STANDARD C.I. GULLY GRATINGREF DftG
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[HKPJ624H77CXOlbMfltHHDate Due
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