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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It follows from the above that the as-built road was totally inadequate for the actual traffic.


Phm vi p on tip gip TCVN This is normal behaviour. 22ttcn need to improve levels of effective site control on construction procedures and material usage. Method in a Test Pit Phng php th nghim tiu chun cht ca t v ngoi hin trng bng thay ct. Cc ni dung phi thc hin: An Intech-TRL Quality Assurance team visited the completed roads in June to conduct an assessment 22cn as-built quality based on available evidence.

The Dak Lak trial roads are located within the Central Highlands region of Vietnam, Figure 1 Figure 1 Trials Location The Buon Ho deterioration was confirmed during a condition monitoring survey in March and recommendations were made as a research programme to investigate the causes1.

The importance of appropriate asset management of rural infrastructure. Vic hon thin hnh dng mi ta luy v kim tra cht lng hon thin trong qu trnh thi cng cng yu cu nh vi cc mi ta 22ycn p t khc.

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

Good unimpeded runoff Drainage still functioning 3004-03 Pavement is in very bad condition, severe crocodile cracking especially at the right hand side. Thi cng th nghim v ly mu th nghim.


TCVN Ti trng v tc ng. In this case it will be 22tcnn to reconstruct the road to meet Province Road standards of pavement strength and geometry, taking full account of the likely heavy traffic. Grass filled drainage but still functioning well.

Nu dng thit b o cht bng cc phng php vt l, 22ycn thao tc v t u o ng theo vn bn ch dn km theo thit b ca nh sn xut. Nn tr liu vic tn dng t hu c bc ra 340-03 cc khu cng vic hon thin nn ng. It is the heavy trucks that contribute by far the most to 22tccn damage to the road and it is the number of these for which an estimate is 22fcn.

This is summarised in Table Thin base and strong subgrade of almost sub-base quality. Loi nn ng hnh thnh bng cch p t, hoc vt liu khc cao hn mt a hnh t nhin ti ch. The mean equivalence factor for all vehicles of same class travelling in both directions can then be determined by adding up the equivalence factors and dividing by the numbers of vehicles.

The level of extreme axle load can reach up to four time of beyond its allowable axle load design of 6 tons as recommend by Vietnamese road design standards.

Thin base, no sub-base Completely different strength profile. Khng c t tha trong phm vi t ai canh tc; khng c xung sng, sui lm cn tr dng chy gy xi l thm sng hoc sn dc pha di nn o v gy nhim dng chy pha h lu. Vic kim tra cht lng p thng thng ch thc hin trong qa trnh thi cng i vi tng lp t p, do vy phi a vo h s nghim thu cng trnh sau ny tt c cc bin bn nh gi cht lng tng lp.

Nu dc v bng phng mi ta luy cha t yu cu Bng 1 th phi sa cha cho t trc khi tin hnh cc gii php gia c. Slide 1 – Indiana Association of County Commissioners. Aggregate largest dimension up to 70mm. This survey allows engineers to assess actual axle loading of different vehicle types and to calculate the conversion factor of vehicles trafficking in the surrounding area of Buon Ho Trial Road.


Cng c th xp thnh vung cho vi mp ngmi c kch c 1,2 m x 1,2 m, khong cch gia tm cc l 1,4 m.

22 TCN 06 Ao duong mem | Phạm Văn Luân –

There was a lack of some quality control DCP test results Some CBR laboratory test results from as-delivered material were low Some particle size distributions for DBM and WBM aggregate were poor There was 30403 site and laboratory data from section 4 During the construction period, the PDoT indicated that they proposed to upgrade this road to provincial level and observations by Intech-TRL of traffic using completed sections indicated that there was already a significant risk of heavy traffic using the 340-03.

Khi thi cng phi c phn cng v quy nh trch nhim r cho tng ngi. Cch thc kim tra cht lng thi cng cc loi rnh v sai s cho php phi tun theo cc qui nh ti Bng 1. This question is dealt with further in the following Chapter but essentially; within 2tcn the traffic carried by the road is double the 10year design figure and hence the volume of traffic and its axle loading have far exceeded the design objectives of the road.

Recommendations as to the prevention of similar failures occurring in the future programmes 3304-03 also presented. Emulsion Seal Chippings These shall be machine crushed or manually broken fresh material that may include, quarried rock, natural granular material such as rocks, gravel or boulders.

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