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V«4*11*2 (Cont'd)(November, 1983)A tendency by one particular proprietary expansionjoint to noisiness tinder traffic has "been ascribed by themanufacturer to overestimation of shrinkage and creepmovements 9 which re suite in the joint being constantlyunder compression aaad bowing upward® after installation*The movement to be expected should accordingly beestimated with the greatest possible accuracy} in thisparticular applicaticn f ovea>»estimation is not on thesafe side* A slight downward tilt of the mountings 9so that the joint sags under compression rather thanhogs, is reported to reduce this particular problem*4«11«3 ffj^f JLs ...... teiflftJjK HifliM .....^JRW^-QÊxpansion joints should be able to carry thesame live loads as the structures of which they areparts* Jbr structures designed to carry the liveloadings described in BS 5400 : Part 2 t expansion jointsshould be capable of withstanding the following loads feither separately or in combination(i) vertically $ two 112*5 kN wheel loads,1000 mm apart, each spread over acontact area giving an average pressureof 1 MPa, applied so as to give theworst possible effectj(ii)horizontally : a traction force of75 kN per lineal metre of expansionjoint acting at road level*No exrtra allowance need be made for impact* The holdingdownand fixing arrangements should also be capable ofresisting these loads* Holding-down bolts and studsshould always be 1 6 mm diameter or bigger*4*11*4 IfQ-ffA.i^ of structureAs expansion joints open and close under theinfluence of temperature changes, shrinkage and so on,the proprietary components covering such joints may bestrained, depending on their design, and forces maybe transmitted to the supporting structures*Allowance should be made at the design stage for suchforces* Examples are given in Appendix 4*11*2 of the forcesclaimed bj Manufacturers to arise as a resrult of strain oftheir products* Representative values should be selectedfrom Appendix 4*11 .2 for design purposes* The limitingforce that a joinct may exert on the supporting structureshould be included in the specification, but for designpurposes a value of at least 20 kN/m should be assumed*
V.4Appendix 4«11«1(November, 1983)LANDS AMD WORKS LIST OP SUPPLIERS AMD SPECIALISTCONTRACTORS TOR MATERIALS AND WORKSEXPANSION JOINTS TOR HIGHWAYSTRUCTURESSun-pliers1, GCL Systems Par East Ltd,2. Chung Hing Engineers Ltd,3* Dyckerhoff and Widmann AG. (also known as Dywidag SystemsInternational Par East Ltd,)4* Expandite - Interswiss Ltd,5, Pranki PSC Ltd.6, VSL Engineers (HK) Ltd,7, w on^ Pu & Co., Ltd,8, W.R. Grace (HK) Ltd,
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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
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V.4Appendix 4 . 2 . 2 : - p . 2Amen
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V.4r , Appendix 4 . 2 . 2 - p . 4 ,
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V.4Appendix 4.2.3 — p. 2Amendment
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V.4Appendix 4.2.3 - p. 4Amendment N
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V.4Appendix 4.2.4 - p. 2Amendment N
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V.4Appendix 4.2.4- p\ 4Amendment No
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V.4.2.6 (Cont'd)(Noveitiber / 1983)
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V.4.2.10Amendment No. V-l/91 . (Jan
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(1) HB vehicle within one notional
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V.4.2.10.2Amendment No. V-l/91 (Jan
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Amendment No. V-l/91 (Jan.)LoadedLe
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V.4.2.12.3(November, 1983)4.2.12.3
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7.4.1.2(November, 1983)Highway stru
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V.4.2.2Amendments ITo d V-3/854»2
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Amendments !To» V-3/85 (July)4« 2
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DIFFERENCEFROM MEAN VOIDTEMPERATURE
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V, 4*2*4*3(!fevember f 1983)4*2®4
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TABLE A 9 64.^.0SDBPACE TEMPERATURE
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4«2«6f 1983)Although the risk of
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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 282 and 283: Appendix 4.2.5Amendment No* V-l/92
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 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
Page 332 and 333: V4.12Amendment l N Io« ¥-4/85 (Se
Page 334 and 335: 7,4*12*11*1 (Cont'd)mu • • *.
Page 336 and 337: V*4*13(November, 1983)4*13 TOUNDATI
Page 338 and 339: 4* 13» 5 JteiJIJPULJfeiSlfiLM M iB
Page 340 and 341: 7.4.13.6.2 (Cont'd)(November, 1983)
Page 342 and 343: lPARTICLE ! SIZE mm//^7f""""1"Tl>oo
Page 344 and 345: 1»3 Overturning2» Piledv.4Appendi
Page 346 and 347: Y.4*14(November, 1983)4*14 HEADBOOM
Page 348 and 349: 4,14«3 fempjeqsat;Lop, fo r. verti
Page 350 and 351: 4.15 PARAPETSV.4.15(November, 1983)
Page 352 and 353: 4*15«4 BesignV.4«15*4(ifovember,
Page 354 and 355: V.4«15*5*5 (Cbnt'd)(November, 1983
Page 356 and 357: 4«15«6 Reinfproed i .£onoret e
Page 358 and 359: 4*15.12 Sight ,digtanoea7.4*15.12(N
Page 360 and 361: TABLESTRENGTH OF BKEMFDJRCED CONCRE
Page 362 and 363: TABLE 4«15«6DIMENSIONS FOR GBDUP
Page 364 and 365: •orL^BBranMaanaI,_1 'iAODININGEDF
Page 366 and 367: 15CLFOOTWAYTOP SHAPED TOCOMPLY WITH
Page 368 and 369: 7*4Appendix 4*15*2 - p«1(November,
Page 370 and 371: ¥.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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