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22TCN 304-03 PDF

used for the same purpose as defined in Tables 1 and 2 in 22 TCN The materials must comply with specified grading and plasticity. 22 TCN CONSTRUCTION METHODS. Prior to laying the sub-base or base, the Contractor shall correct any deformations, ruts, soft spots or other. 22 Tháng Mười Hai 22 TCN *) Quy trnh th nghim xc nh CBR ca t, dm trong phng th nghim. 22tcn cac lop ao duong cap phoi thien nhien – thi.

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Nu c th tch ln hn 1,5 m3 th phi dng n mn ph nh cho xe my chuyn i khi phm vi thi cng. During one of these visits the poor quality of 30-403 gravel sub-base for Sections BH5 and BH 6 was noted and a change of materials was recommended.

Pavement in moderately poor condition, with significant crocodile cracking and scattered potholes, rutting may be up to mm 4.

BUON HO ROAD – Research for Development

The need to improve levels of effective site control on construction procedures and material usage. Hill gravel shoulder is in good condition, 22tcb eroded only. Therefore it would be better accurate and much simple for designer to use these axle load information and conversion factors to design other roads if truck with 3 axles be classified into one category as Heavy Truck 3 axles.

According to local information, a considerable volume of truck traffic travelled at night on the trial road. Cch kim tra v tiu chun cht lng tng phng h xy Ni dung kim 22tn Sai s cho php so vi thit k Cch kim tra Cng va Khng nh hn thit k C mt ca thi cng ly hai t mu th Cao Mt trn 20 mm My thy bnh o trc v sau khi xy.


During the current investigations, visual and laboratory evidence indicates that the as-built Penetration Macadam, WBM and DBM pavement layers contain significant oversize material.

It can be seen that the capacity of the road has been greatly exceeded. Loi nn ng hnh thnh bng cch o t, xung thp hn mt a hnh t nhin ti ch.

22 TCN 06 Ao duong mem | Phạm Văn Luân –

Trong phm vi chiu su khu vc tc dng thng c phn chia thnh 02 phn: Some short sections of trial road are damaged because of the overloaded vehicles. The following sections were reported as suffering from severe rutting of the pavement, cracking of the surface seals and erosion of some base aggregate: Ti cc ch lu hoc m bn khng thao tc c phi dng m chn ng bng tay t yu cu qui nh. Pavement very bad, severe crocodile cracking and rutting, badly damaged in some sub-sections.

Adhesion between stone chipping and bitumen emulsion as per TCN ; Minimum Grade 3 required Three sizes of stone chipping may be specified: Fine chippings layer at bottom.

The RRST-II programme was undertaken in a wider set of 222tcn environments than RRST-I and was seen as an important step in the roll out and 2tcn of sustainable and appropriate rural surfacing solutions. No adjustment is made for varying normal traffic along the road since diverted traffic is dominant and is about twice as much.

Kt qu th nghim phi khng nh c cc ni dung sau: Method in a Test Pit Phng php 22ttcn nghim tiu chun cht ca t v ngoi hin trng bng thay nc. An Intech-TRL Quality Assurance team visited the completed roads in June to conduct an assessment of as-built quality based on available evidence.


Dng thc dy 20 m cng v o chnh lch gia mp rnh vi thc. Cc bin php ni trn phi c nh gi thng qua th nghim trong phng, hin trng v 22ttcn c ph duyt theo cc quy nh v qun l d n. Nu pht hin mn cm, phi x l theo ch dn h chiu bn mn. Phi chm sc cho n lc cy, c sng ti, bn phn Bnh ht m 4.

Medium trucks 2 axles T2 were found having highest axle load. The survey has found the average conversion factors can be applied: C th tham kho Bng B.

TCVN 9436 – 2012 Nen Duong Oto Thi Cong Va Nghiem Thu

Cch thc thit lp cc ch tiu ni trn dng kim tra cht lng m nn thng qua lm th nghim hin trng c ch dn ph lc C. Was the design suitable for Commune Road A traffic? Slight loss of fine aggregate. The apparent diversion of small buses from the main road during the middle period may indicate the route chosen by long distance mini-buses with a more flexible route 304–03 but it may simply be inaccurate data from the traffic count on RN S dng mng in chung phi tun th cc quy nh ca ngnh in lc.