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V.4.2.4.3.1Amendment No. V-l/92 (Jan.)4.2.4.3.1 Adjustment for thickness of surfacingTemperature differences are sensitive to thethickness of surfacing, and the data given in Figure4.2.2 assume depths of 40 mm for Groups 1 and 2 and 100mm for Groups 3 and 4. The values for other depths ofsurfacing are given in Appendix 4.2.5.4.2.4.3.2 Application with effective bridge temperaturesMaximum positive temperature differences shallbe considered to coexist with effective bridgetemperatures at above 25°C (Groups 1 and 2) and 15°C(Groups 3 and 4) . Maximum reverse temperaturedifferences shall be considered to coexist with effectivebridge temperatures up to 8°C below the maximum forGroups 1 and 2, up to 4°C below the maximum for Group 3,and up to 2°C below the maximum for Group 4.4.2.4.4 Coefficient of thermal expansionFor the purpose of calculating temperatureeffects, the coefficients of thermal expansion shall betaken as 12xlO" 6 /°C for structural steel and 9xlO"V°C forconcrete.4.2.5 Effects of shrinkage and creepSection 5.5 of BS 5400 : Part 2 refers to theneed to take into account the effects of shrinkage orcreep in concrete, and similar sources of strain.The recommendations of BS 5400 in respect ofshrinkage and creep in concrete are not suitable for usein Hong Kong. Reference should be made to clauses4.4.2.4 and 4.4.2.5 for amplification with regard to HongKong conditions.
Amendment No. V-l/92 (Jan.)TABLE 4.2.5EFFECTIVE BRIDGE TEMPERATURESUPERSTRUCTUREGROUP120-YEARRETURN PERIOD50-YEARMINIMUM°CMAXIMUM°CMINIMUM°CMAXIMUM°C1234000046464036000044443834TABLE 4.2.6ADJUSTMENT TO EFFECTIVE BRIDGE TEMPERATUREFOR DECK SURFACINGADDITION TOMINIMUM EFFECTIVEBRIDGE TEMPERATUREADDITION TOMAXIMUM EFFECTIVEBRIDGE TEMPERATUREDECK SURFACEGROUPS1 & 2GROUP3GROUP4GROUPS1 & 2GROUP3GROUP4°C°C°C°C°C°CUNSURFACED PLAIN0-3-1+400UNSURFACEDTRAFFICKED ORWATERPROOFED40mm SURFACING100mm SURFACING*200mm SURFACING*00N.A.N.A.-3-20+3-1-10+1+20N.A.N.A.+4+20-4+2+10-2* SURFACING DEPTHS INCLUDE WATERPROOFINGN.A. NOT APPLICABLE
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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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Page 178 and 179: Appendix 8(July 7?)R@f * Highways (
Page 180 and 181: HIGHWAYS OFFICEAppendix 10(July 77)
Page 182 and 183: ¥.3Appendix 12(July 77)REGISTERED
Page 184 and 185: EnactmentRoad Traffic OrdinanceS.15
Page 186 and 187: Enactment Subject Authority Delegat
Page 188 and 189: SIGNS JSP MABKDjaS ~ M INSPECTION R
Page 190 and 191: OA&os&~Whltc paperIE* -paper— (Re
Page 192 and 193: Appendix 19 - p«2(July 77)18. The
Page 194 and 195: 7.3Appendix 1977)* »*!»8B««2a±
Page 196 and 197: Duplicate—re/tow paper—{Retaine
Page 198 and 199: CIVIL ENGINEERING MANUALVOLUME V RO
Page 200 and 201: Amendment No. V-l/92 (Jan.)CHAPTER
Page 202 and 203: 4.4.2.5 Creep of concreteAmendment
Page 204 and 205: Amendment No. V-l/89 (Feb.)4.12.10
Page 206 and 207: Amendment No. V-l/89 (Feb.)4.15.6 R
Page 208 and 209: Amendment No. V-l/89 (Feb)4.17.1 Ae
Page 210 and 211: Amendment No. V-l/92 (Jan.)APPENDIC
Page 212 and 213: V.4.1Amendment No. V-l/89 (Feb.)CHA
Page 214 and 215: V.4.2Amendment No. V-l/91 (Jan.)4.2
Page 216 and 217: V.4.2.2Amendment No. V-l/91 (Jan.)4
Page 218 and 219: Amendments No. V-2/84 (March)TABLE
Page 220 and 221: V.4.2.3.3Amendment No. V-l/92 (Jan.
Page 222 and 223: Table 4.2.4a Drag Coefficient CD fo
Page 224 and 225: V.4.2.4Amendment No. V-l/92 (Jan.)4
Page 228 and 229: GROUP2TYPE OF CONSTRUCTIONSTEEL DEC
Page 230 and 231: 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
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V.4Appendix 4«2«1 - p*(Bovember,
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V.4Appendix 4,2.2 - p.2(Kbvember, 1
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V.42, COLUMNS Appendix 4*2*2 - p*4(
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Appendix 4.2.5Amendment No* V-l/92
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V.4Appendix 4-3Amendments No* V-2/8
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TABLE 4.4.1CONDITIONS OF EXPOSURECO
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TABLE 4.4.2Characteristicstrength a
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4*4*2*4 Shrinkage(Ifevember, 1983)S
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3)oc;om•Hmm ajo mo mo(AXm mTIID o
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4«4«2*6 Coefficient of thermal ex
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¥.4.4*4M A * n x 4 (November, 1983
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Y*4*4*4*3 (Qont'd)(November, 1983)T
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Appendix &.4.1-P21000800VDO600o»0u
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TABLE 4.4.3CHEEP INVESTIGATIONDetai
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Appendix 4.4.2-P37 10 20 50 100 200
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7*4POST-TENSIONING SYST3MSAppendix
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4.9 BBABINGS (November, 1983)4*9*1
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TABLE *f.9.1ROTATIONCLASSCLASSIFICA
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AppemSix 4.9.2SCHEDULE OF BEARINGSn
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4*10 FATIGUE(November, 1983)The rec
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«(Hbveniber, 1983)4« 11 ® 6 Psî
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(Sbvember, 1983)Experience has show
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vvSHRINKAGE, CREEP ANDPRESTRESSTHER
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V«4*11*2 (Cont'd)(November, 1983)A
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W.R. Gr a ce (HK) Ltd.CCL Systems P
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Byckerhoff and Widmann AG(Bymdag Sy
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Franki PSC LtdVfong Pa & Company Lt
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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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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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