交底內(nèi)容：
1、在鋪筑級(jí)配碎石底基層（墊層）前，應(yīng)從填筑好的路基上將所有浮土、雜物清除干凈，并嚴(yán)格整形和壓實(shí)使其符合設(shè)計(jì)圖紙要求。
2、路床表面上的車(chē)轍或松軟部分和壓實(shí)不足的地方以及任何不符合規(guī)定要求的表面都應(yīng)翻松、清除或摻填同類(lèi)材料重新進(jìn)行整修碾壓，使其達(dá)到本標(biāo)段技術(shù)規(guī)范的相關(guān)技術(shù)要求。
3、 施工前對(duì)路基進(jìn)行復(fù)驗(yàn)，同時(shí)保證路基排水設(shè)施的完好。
4、 恢復(fù)中線(xiàn)測(cè)量：直線(xiàn)段每20～25m設(shè)一樁，平曲線(xiàn)每10～15m設(shè)一樁。
5、碾壓：采用12T以上壓路機(jī)碾壓，碾壓方向均應(yīng)與中心平行，其碾壓順序一般是:直線(xiàn)段由邊到中，超高段由內(nèi)側(cè)向外側(cè)，依次連續(xù)均勻進(jìn)行碾壓。碾壓時(shí)，后輪重疊1/2輪寬，使每個(gè)攤鋪碾壓層整個(gè)厚度和寬度完全均勻地壓實(shí)到規(guī)定的壓實(shí)度為止。壓實(shí)后表面平整、無(wú)輪跡或隆起，并有正確的斷面和適當(dāng)?shù)穆饭�。壓�?shí)機(jī)碾壓速度的控制，頭兩遍以采用1.5～1.7Km/h為宜，以后用2.0～2.5Km/h。壓路機(jī)壓不到的地方，用機(jī)夯實(shí)直到達(dá)到規(guī)定的密實(shí)度為止。
7、碾壓后墊層表面應(yīng)平整、堅(jiān)實(shí)、無(wú)粗細(xì)料局部集中現(xiàn)象，碾壓輪跡深度不得大于5mm。否則已施工的碎石墊層需再次碾壓到設(shè)計(jì)要求為止。
Cards on the table contents:
1 graded gravel in the pavement sub-base (cushion) before, we should start filling all surface dust will be a good foundation, debris cleared away, and shaping and compaction to meet stringent design requirements of the drawings.
2, road bed surface rutting or soft parts and compaction deficiencies and does not meet the requirements of any surface should be turned loose, clear or mixed with similar material to re-fill the renovation rolling, to achieve the technical specification of the tenders the relevant technical requirements.
3, before the construction of the roadbed for retesting, while ensuring good subgrade drainage.
4, restoration of midline measurement: 20 ~ 25m straight line set up one of each, every 10 ~ 15m horizontal curve set 1.
5, RCC: RCC with 12T or more rollers, rolling direction should be parallel with the center, the RCC is generally the order: straight line from the edge to their middle and high section from the medial to lateral, followed by a continuous and even to grind Pressure. RCC, the rear overlap 1 / 2 wide, so that the whole thickness of each layer of paving and compaction and compaction width completely evenly up to the required degree of compaction. After compaction the surface smooth, no wheel track or uplift, and the correct and proper camber section. Compactor rolling speed control, head twice to use 1.5 ~ 1.7Km / h is appropriate, after using 2.0 ~ 2.5Km / h. Roller pressure less than the local, with machines up to achieve the required compaction density far.
7, after the cushion surface should be smooth rolling, solid, non-weight material of local concentration, the depth of compacted wheel tracks no larger than 5mm. Otherwise have been required to re-construction of the gravel bedding layer compacted to the design requirement.
 

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