X - HKU Libraries

More documents

Recommendations

Info

4*2«12«3V*4»2*12*3(November, 1983)Pedestrians can be adversely affected by thedynamic behaviour of footbridges® To avoid unpleasantvibrations § the natural frequencies of footbridgesuperstructures aad columns should if possible exceed5 Hz*If the natural frequency of a footbridgesuperstructure or column in less than 5 Hz, the maximumacceleration should be limited to an acceptable value*Columns should only be used if their natural frequenciesexceed 2 Ez transversely and 1 Hz longitudinal ly*Appendix 4*2*2 gives guidance on the calculationof natural frequencies and accelerations, and quotesacceptable values for accelerations.The possibility of a group of small boys, orother pedestrians, deliberately causing a footbridge tooscillate resonantly should be borne in mind* Jbotbridgebearings should be designed to allow for this possibility,and prestressed concrete beams should be provided withsufficient untensioned reinforcement to resist a reversalof 10$ of the static live load bending moment. Guidesshould be provided where necessary to prevent any tendencyfor a superstructure to bounce off its bearings*4*2*13 Pj&gtfi ASM!In assessing dead load, the weight of concreteshould be taken as not less than 24*5 kN/m 3 » If thestructural concrete of the deck of a structure is to beused as the running surface, the assessment of dead loadshould include allowance for a minimum extra thickness of25 mm of concrete*If the running surface is to consist of asphalt fthe assessment of superimposed dead load should includeallowance for a minimum thickness of 100 mm of asphalt icsurfacing material*The values of dead load and superimposed deadload assumed for preliminary design purposes should becarefully checked against the final values, when known,and, if necessary, the calculations should be appropriatelyamended*
of Mean Minds inV.4Appendix 4«2.1 - p« f(Ifovember, 1983)Hourly Mean Minds from different stations were plotted againstsimultaneous hourly mean winds recorded at Waglan Island while Mb* 3or higher signals were hoisted. Regression equations were thenobtained expressing the mean hourly wind at the various stations interms of the mean hourly wind at Wagland Island. In the equationsthat follow, *W f is Waglan Island, 'KQ* i s Boyal Observatory, 'GPis Green Island, f SF« is Star Perry,f GD«A f is Cape D'Aguilar,'TC« is Tate f s Cairn f 'Kt 1 is the SB end of Kaitak runway,S CC 9 isCheung Chau and I KP I is King's Park. The first suffix indicates thedirection of the wind and the second the period from which the datawas extracted.°- 50W + 3 ' 1 CC N(70-74) - °-72W + 2.40.62 -3CC S(70-74) " °' 97W ~ 4 ' 6GC E( 7 o-74) - °^6v ~ °' 6^(70-74) " °' 15W + 5 ' 7 CC W(70-74) " °' 87W - 2 ' 2^SCTCWW) " °' 66W " 4 ' 7 ^(71-74) - °-59W - 1.5^(53-55) " °« 71W + 3-1 "8(71-74) " °* 61W - °' 7^(60-62) - °* 76W + °« 4 "1(71-74) " °' 46W + 3 ' 6B °l(67-69) * °- 36W + 5 ' 3 KP w(71-74) "BO K70-74) " °'5 8W - 1 « 7 a * t V71-74) " °ED w(70-7 4 ) " °-5° w + 1 «°TC X7(V74) - °'GI N(7>-74) - °' 53W + 5 - 7 TC S(70-74) " °' 94W +G1 E (7>74) ' °- 85H - °' 2SP N(72-74) " °-° 6W * 5 * 7SF E(72-74) " °- 62W * 3 - 4T °s(70-74)T °W(70-74)K %(7>74) ' °- 14W0)1 V71-74) - °' 75W - °' 8
Page 2 and 3:
UNIVERSITY OF HONG KONGLIBRARYHong
Page 4 and 5:
NOTESThe Civil Engineering Manual o
Page 6 and 7:
CONTSUTSClauseNo,TitleClans®No*Tit
Page 8 and 9:
ALPHABETICAL INDEXTitleClause No.AA
Page 10 and 11:
TitleClause No.GeneralGeneralGenera
Page 12 and 13:
TitleClause No.PERMITS AND SHORT-TE
Page 14 and 15:
TitleClause No.Safety Fences, Pedes
Page 16 and 17:
¥.1*1.2 (Cont'd.)(July 7?)Item 7 s
Page 18 and 19:
V.1.1.4 (Cont'd.)(July 7?)Item 22It
Page 20 and 21:
Y*1*1*7 (Cont'd*)(July 77)If releva
Page 22 and 23:
(July 77)££S2£§S£i^(a)This pro
Page 24 and 25:
7«1*2«1 (Cont f d*(July 77)P*G«B
Page 26 and 27:
(July 7?)acquire land for street wi
Page 28 and 29:
V.1.2,3 (Cont'd.)(July ?7)(ii) By n
Page 30 and 31:
(July 77)1 *41*4*1OHThese instructi
Page 32 and 33:
(July 77)1.4.31 *4*4 FinanceMonthly
Page 34 and 35:
,1«5.1 (Cont'd*)Fuly 77)(d)(vii) W
Page 36 and 37:
V.1.6(July 77)1>6 KefersiacesReleva
Page 38 and 39:
Appendix 1 - p«2(July 77)Pliase I
Page 40 and 41:
V.1Appendix 1 - p*4(July 77)Phase I
Page 42 and 43:
V. 1Appendix 1 - p*6(July 77)Phase
Page 44 and 45:
V.1Appendix 1 - p.8(July 77)NotesSu
Page 46 and 47:
V.1Appendix 1(July 77) - p*1QPART I
Page 48 and 49:
1* PresentationHighways Office* P+V
Page 50 and 51:
v.rAppendix 2 - p*3(July 77)3*7 Dgg
Page 52 and 53:
Y.1Appendix 2 - p*5(July 7?)(v) des
Page 54 and 55:
1* PresentationV.1Appendix 5 w P*1(
Page 56 and 57:
V.1Appendix 5 -(July ?7)(b)(c)(d)lo
Page 58 and 59:
V.1Appendix 4 - P»2(July 77)Schedu
Page 60 and 61:
The amendment is direct conversion
Page 62 and 63:
Name ofRoad/StreetApprovedDrawingBa
Page 64 and 65:
The amendment is direct conversion
Page 66 and 67:
JName of j ApprovedRoad/Street j Dr
Page 68 and 69:
List of Roads Affeoted by Road Wide
Page 70 and 71:
V.1 'Appendix 6(July 77)Prom s Chie
Page 72 and 73:
Appendix 8(July 11}M'E M 0From s C.
Page 74 and 75:
7.1Appendix 10(July 77)MEMOFrom $ C
Page 76 and 77:
7.1Appendix 12(jtdy 77)MEMOFrom i C
Page 78 and 79:
Appendix 14(July 77)Prom s D*L»Ref
Page 80 and 81:
Appendix 16(July 7?)MEMOi Registrar
Page 82 and 83:
V.1Appendix 1? - p«2(July 77)I? Ex
Page 84 and 85:
Highways () DivisionWORKS CONTINGEN
Page 86 and 87:
V.1Appendix 20(juLy 77)CHECK LIST -
Page 88 and 89:
V.1Appendix 21 - p»2(July 77)FOE O
Page 90 and 91:
7.1Appendix 22 - p.2(July 77)21. G.
Page 92 and 93:
H.H.4.3V.1Appendix 24(July 77)Our R
Page 94 and 95:
H.H.Appendix 26(July 77)HIGHWAYS (H
Page 96 and 97:
V.2.2.1(July 77)2*2 PROCEDURE2 * 2
Page 98 and 99:
(July 11}2.5 PRIVATEForms FGForms F
Page 100 and 101:
?*2«3*1 (Cont f d«)(July 77)Appen
Page 102 and 103:
?« 2.3*3 (Cont s d)(July 7?)Only o
Page 104 and 105:
(July 7?)2«4 GQj^MEKT PROJECTS2«4
Page 106 and 107:
Amendnent Sheet Ko» 7Formation Req
Page 108 and 109:
V.2Appendix 1 - p.2(July 77)FOR ADV
Page 110 and 111:
V.2Appendix 2 - p*2(July 77Îtem Ho
Page 112 and 113:
Appendix 3 ~ P*1(July 7?)Notes on F
Page 114 and 115:
¥.2Appendix 5 - P»3(July 77)(* in
Page 116 and 117:
V.2Appendix 4 ~ p*2(July 77)3* To e
Page 118 and 119:
7*2Appendix 6(July 77)Land Developm
Page 120 and 121:
Appendix 7 - P*2(July 77)Land DeTel
Page 122 and 123:
V.2Appendix 7 «• P*4(July 7?)Lan
Page 124 and 125:
Appendix 8 — p*2(July 77)Land Dev
Page 126 and 127:
¥.2Appendix 9(July 77)Authorized A
Page 128 and 129:
Y.2Appendix 11(July 77)Form BProm s
Page 130 and 131:
¥.3.1(July 77)CHAPTER 3MAINTEMAIGE
Page 132 and 133:
(Aug* 78)3*1*2 GeneralAmentoent She
Page 134 and 135:
(Aug* 78)3*1*^ Surveys3«1*5 Inspec
Page 136 and 137:
(Aug. 78)3*2*4 ôcediire^^ for Work
Page 138 and 139:
V.3.2.7(AUK. 78)3*2.7 Correspondenc
Page 140 and 141:
¥.3.4(July 77)3*4 BUS TERMINI AID
Page 142 and 143:
V.3.6(July 77)3.6 TRAFFIC AIDS3.6.1
Page 144 and 145:
77)3-6.4 PrpcdurC. for T., is the a
Page 146 and 147:
V.3*6*7(July 773*6,7 J?l!iMI§,4]^^
Page 148 and 149:
(July 77)3.8 CI^£gANCE .........OF
Page 150 and 151:
77)3«8« l * Obetructigns ........
Page 152 and 153:
.3*9«2 (Cont'd.)(ill) He should ad
Page 154 and 155:
V.3.10.4(July 77)3*10«4 Bailey...
Page 156 and 157:
¥,3.12(July 7?)3«12 MAIHTENANCE O
Page 158 and 159:
¥.3*12.2 (Cont'd.)(July 77)(e) Roa
Page 160 and 161:
3J4DAKGEROTJS BOULDERS(July 77)As a
Page 162 and 163:
(July 77)3« '6 MAINTENANCE OF CEME
Page 164 and 165:
Appendix 1 - p»2(July 77)RemarksRe
Page 166 and 167:
PointV.3Appendix 2 - p.2(July 77)Lo
Page 168 and 169:
V.3Appendix 3 - P«2(July 11}Remark
Page 170 and 171:
Appendix 4 ~ P*2(July 77)RemarksRec
Page 172 and 173:
Appendix 5 ~ P«2(July 77)ftecommen
Page 174 and 175:
V.3Appendix 6 - p.2(July 77)ROAD AN
Page 176 and 177:
¥.3Appendix 7 ~P»1(July 77)Gentle
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 226 and 227: V.4.2.4.3.1Amendment No. V-l/92 (Ja
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
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 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
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
Page 372 and 373:
4.16 STOKMWATER DRAINAGE7.4.16(Nove
Page 374 and 375:
?.4»l6«2*2(Cont*d)(November, 1983
Page 376 and 377:
¥.4*16*4(Jfovember* 1983)vf' yCity
Page 378 and 379:
V.4.17.2Amendments No. V-2/85 (July
Page 380 and 381:
Amendments No. V-2/85 ( July )FIGUR
Page 382 and 383:
a,FIGURE 4,17.5DIMENSIONS GOVERNING
Page 384 and 385:
Page 386 and 387:
Amendments No. V-2/85 (July)Texture
Page 388 and 389:
Amtndmtnis No. V-2/85 ( July)GOOD®
Page 390 and 391:
Amtndmtnt* No. V-2/851 July)EXCESSI
Page 392 and 393:
FIGURE 4.17.13 VISUAL INSTABILITY T
Page 394 and 395:
Amendments No. V - 2 / 85 (July )SU
Page 396 and 397:
¥.4*19*4.7(November^ 983)4.7 Blanc
Page 398 and 399:
12* Clause 4*13*3V.4*19*12(November
Page 400 and 401:
17« Clause 4.15*6V*4*19*17(Kbvembe
Page 402 and 403:
Page 404 and 405:
RHYTHMFIGURE 4.1Z17RHYMERHYTHM AND
Page 406 and 407:
V. 4.17.12Amendments No. V-2/85 (Ju
Page 408 and 409:
Amendments No. V-2/85 { July)FIGURE
Page 410 and 411:
V.4Appendix 4.17.1 - p.lAmendments
Page 412 and 413:
V.4Appendix 4.17.1 - p.3Amendments
Page 414 and 415:
4,18 OPERATIONAL CONSIDERATIONSV*4
Page 416 and 417:
4«18*3«2 Maintenance accommodatio
Page 418 and 419:
v.5.1(July 77)CHAPTER 5MINOR WORKS(
Page 420 and 421:
(July*??)5*5 PHEPARATION OF, MINOR
Page 422 and 423:
Highways""""C ) ""DivisionCheck Lis
Page 424 and 425:
Name of Soad sLocation :Sub j ect1*
Page 426 and 427:
(July 77)6.1 ROAD RECORDS6*1.1 Proc
Page 428 and 429:
NAME OF ROAD:—STATUSLOCATIONAPPRO
Page 430 and 431:
V.6Appendix 3(July -??)Road Records
Page 432 and 433:
V.7.2(July, 77)7.2 DESIGN PRINCIPLE
Page 434 and 435:
?*7«2,3(Cont f d)(July, 11}Because
Page 436 and 437:
V*7.2.6(Cont*d)(July, 77)Suitable s
Page 438 and 439:
Ew«*•*1235678TypeofroadCDFeeder6
Page 440 and 441:
.* x(July 77)7.3 DESIGN DETAILS7*3*
Page 442 and 443:
(July 77)provided with a cap at the
Page 444 and 445:
(Jialy 77)7.3* 1 * Edge detailsPave
Page 446 and 447:
(Jialy 77)gully gratings. Because i
Page 448 and 449:
¥.7.5*5(Deo.* 83)- ''"gully gratin
Page 450 and 451:
Ref. : ( ) in E.G. 4/3/2? Highways
Page 452 and 453:
PART BAdditional Requirements to Se
Page 454 and 455:
- 5designed accordingly, rather tha
Page 456 and 457:
FIG. 7.3.6.2GULLY-325 GRATINGFLEXIB
Page 458 and 459:
"FfG. 7. 3.6.4 'UNTRAPPED GULLY{ WI
Page 460 and 461:
a — ooDOUBLE GULLIES ATLOW POINTS
Page 462 and 463:
Figure g. 7.2Relation,, between cum
Page 464 and 465:
Cumulative number of commercial veh
Page 466 and 467:
»uwauy200too1BMMK mmtm lillll T*
Page 468 and 469:
awu200I II ,.„i MMOn strong subgr
Page 470 and 471:
Weight of reinforcement CKg/irr)oOO
Page 472 and 473:
Figure T. 7.12 Gully with opening g
Page 474 and 475:
"I _1NOT.E : All D!MEf4SIQNS IN MIL
Page 476 and 477:
STAHOA.
Page 478 and 479:
STANDARD C.I. GULLY GRATINGREF DftG
Page 481:
[HKPJ624H77CXOlbMfltHHDate Due
show all

X - HKU Libraries

Create successful ePaper yourself

Delete template?

Save as template?