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GROUP2TYPE OF CONSTRUCTIONSTEEL DECK ON STEELBOX GIRDERS40 mm SURFACINGu •TEMPERATURE DIFFERENCE Ch^ / T 3h.^~ -ihSTEEL DECK ON STEEL TRUSSOR PLATE GIRDERSCONCRETE DECK ON STEEL BOX,TRUSS OR PLATE GIRDERS^100 mm SURFACING>; ;: :•; ,.. hiu^,100 mm SURFACING^.-: •- *•- hi *^--T r AT TTCONCRETE SLAB OR CONCRETE DECKON CONCRETE BEAMS OR BOX GIRDERSxlOO mm SURFACINGC % := h,100 mm SURFACING|> '•;;: jT]^~ ^ hI*;*».*• .'•I,100 mm SURFACING'„"»•* *** •» **• ** 'POSITIVE TEMPERATURE DIFFERENCEhjh 2j^s^^zREVERSE TEMPERATUREDIFFERENCEyc T
Comparison of Mean Winds in Tropical CyclonesV,4Appendix 4.2.1 - p. 1(November, 1983)Hourly Mean Winds from different stations were plottedagainst simultaneous hourly mean winds recorded at Waglan Islandwhile No. 3 or higher signals were hoisted. Regression equationswere then obtained expressing the mean hourly wind at the variousstations in terms of the mean hourly wind at Waglan Island. In theequations that follow, f W' is Waglan Island, 'RO' is RoyalObservatory, ' GI' is Green Island, f SF f is Star Ferry, 'CD 7 A' isCape D'Aguilar, ' TC' is Tate's Cairn, 'Kt f is the SE end of Kaitakrunway, ' CC' is Cheung Chau and 'KP' is King's Park. The firstsuffix indicates the direction of the wind and the second the periodfrom which the data was extracted.= 0.50W +3.1= 0.54W + 0.6= 0.50W - 2.3CC 'N(70~74) = 0.72W +2.4CC, •5(70-74) = 0.97W - 4.6= 0.76W - 0.6= 0.15W +5.7W (70-74)= 0.87W - 2.2S (70-74)= 0.66W - 4.7KP N(71 _ 74)- 0.59W - 1.5= 0.71W +3.1KP S (71-74)= 0.61W - 0.7J E(60-62)= 0.76W + 0.4= 0.46W + 3.6Ê(67-69)-'E (70-74)= 0.36W +5.3= 0.58W -1.7KP W ni-74) = 0.64 W + 3.8CD'A E(71 _ 74) - 0.61W - 1.3= 0.99W +4.6Kt= 0.50W +1.0TC N(70-74)CD / A N(71 _ 74) = 0.75W - 0.8 E(73-74)= 0.53W +5.7= 0.94W 4-1.1= 0.85W - 0.2s (70-74) = 0.78W + 1.7= 0.06W +5.7= 0.86W 4-1.3E (72-74) = 0.62W +3.4Kt N(73-74) = 0.14W +8.2= 0.56W + 2.1
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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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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 226 and 227: V.4.2.4.3.1Amendment No. V-l/92 (Ja
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Page 232 and 233: V.4Appendix 4 . 2 . 2 : - p . 2Amen
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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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Page 276 and 277: 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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